cemen2-paster and prop and mix and special

Aacceptable?quality 合格质量acceptance?lot 验收批量aciera 钢材admixture 外加剂against?slip?coefficient?between?friction?surface?of?high-strength?bol ted?connection 高强度螺栓摩擦面抗滑移系数aggregate 骨料air?content 含气量air-dried?timber 气干材allowable?ratio?of?height?to?sectional?thickness?of?masonry?wall?or?co lumn 砌体墙、柱容许高厚比allowable?slenderness?ratio?of?steel?member 钢构件容许长细比allowable?slenderness?ratio?of?timber?compression?member 受压木构件容许长细比allowable?stress?range?of?fatigue 疲劳容许应力幅allowable?ultimate?tensile?strain?of?reinforcement 钢筋拉应变限值allowable?value?of?crack?width 裂缝宽度容许值allowable?value?of?deflection?of?structural?member 构件挠度容许值allowable?value?of?deflection?of?timber?bending?member 受弯木构件挠度容许值allowable?value?of?deformation?of?steel?member 钢构件变形容许值allowable?value?of?deformation?of?structural?member 构件变形容许值allowable?value?of?drift?angle?of?earthquake?resistant?structure 抗震结构层间位移角限值amplified?coefficient?of?eccentricity 偏心距增大系数anchorage 锚具anchorage?length?of?steel?bar 钢筋锚固长度approval?analysis?during?construction?stage 施工阶段验算arch 拱arch?with?tie?rod 拉扞拱arch—shaped?roof?truss 拱形屋架area?of?shear?plane 剪面面积area?of?transformed?section 换算截面面积aseismic?design 建筑抗震设计assembled?monolithic?concrete?structure 装配整体式混凝土结构automatic?welding 自动焊接auxiliary?steel?bar 架立钢筋Bbackfilling?plate 垫板balanced?depth?of?compression?zone 界限受压区高度balanced?eccentricity 界限偏心距bar?splice 钢筋接头bark?pocket 夹皮batten?plate 缀板beam 次梁bearing?plane?of?notch 齿承压面(67)bearing?plate 支承板(52)bearing?stiffener 支承加劲肋(52)bent-up?steel?bar 弯起钢筋(35)block 砌块(43)block?masonry 砌块砌体(44)block?masonry?structure 砌块砌体结构(41)blow?hole 气孔(62)board 板材(65)bolt 螺栓(54)bolted?connection (钢结构)螺栓连接(59)bolted?joint (木结构)螺栓连接(69)bolted?steel?structure 螺栓连接钢结构(50)bonded?prestressed?concrete?structure 有粘结预应力混凝土结构(24)bow 顺弯(71)brake?member 制动构件(7)breadth?of?wall?between?windows 窗间墙宽度(46)brick?masonry 砖砌体(44)brick?masonry?column 砖砌体柱(42)brick?masonry?structure 砖砌体结构(41)brick?masonry?wall 砖砌体墙(42)broad—leaved?wood 阔叶树材(65)building?structural?materials 建筑结构材料(17)building?structural?unit 建筑结构单元(building?structure 建筑结构(2built—up?steel?column 格构式钢柱(51bundled?tube?structure 成束筒结构(3burn—through 烧穿(62butt?connection 对接(59butt?joint 对接(70)butt?weld 对接焊缝(60)Ccalculating?area?of?compression?member 受压构件计算面积(67) calculating?overturning?point 计算倾覆点(46)calculation?of?load-carrying?capacity?of?member 构件承载能力计算(10) camber?of?structural?member 结构构件起拱(22)cantilever?beam? 挑梁(42)cap?of?reinforced?concrete?column 钢筋混凝土柱帽(27)carbonation?of?concrete 混凝土碳化(30)cast-in—situ?concrete?slab?column?structure? 现浇板柱结构cast-in—situ?concrete?structure 现浇混凝土结构(25)cavitation 孔洞(39)cavity?wall 空斗墙(42)cement 水泥(27)cement?content 水泥含量(38)cement?mortar 水泥砂浆(43)characteriseic?value?of?live?load?on?floor?or?roof 楼面、屋面活荷载标准值(14)characteristi?c value?o?fwindload 风荷载标准值(16)characteristic?value?of?concrete?compressive?strength 混凝土轴心抗压强度标准值(30)characteristic?value?of?concrete?tensile?strength 混凝土轴心抗拉标准值(30)characteristic?value?of?cubic?concrete?compressive?strength 混凝土立方体抗压强度标准值(29)characteristic?value?of?earthquake?action 地震作用标准值(16) characteristic?value?of?horizontal?crane?load 吊车水平荷载标准值(15) characteristic?value?of?masonry?strength 砌体强度标准值(44) characteristic?value?of?permanent?action· 永久作用标准值(14) characteristic?value?of?snowload 雪荷载标准值(15)characteristic?value?of?strength?of?steel 钢材强度标准值(55) characteristic?value?of?strength?of?steel?bar 钢筋强度标准值(31) ? characteristic?value?of?uniformly?distributed?live?load 均布活标载标准值(14)characteristic?value?of?variable?action 可变作用标准值(14) characteristic?value?of?vertical?crane?load 吊车竖向荷载标准值(15) charaeteristic?value?of?material?strength 材料强度标准值(18) checking?section?of?log?structural?member·，原木构件计算截面(67) ? chimney 烟囱(3)circular?double—layer?suspended?cable 圆形双层悬索(6)circular?single—layer?suspended?cable 圆形单层悬索(6) circumferential?weld 环形焊缝(60)classfication?for?earthquake—resistance?of?buildings· 建筑结构抗震设防类别(9)clear?height 净高(21)clincher 扒钉(0)coefficient?of?equivalent?bending?moment?of?eccentrically?loaded?steel ?memher(beam-column)? 钢压弯构件等效弯矩系数(58)cold?bend?inspection?of?steelbar 冷弯试验(39)cold?drawn?bar 冷拉钢筋(28)cold?drawn?wire 冷拉钢丝(29)cold—formed?thin—walled?sectionsteel 冷弯薄壁型钢(53)cold-formed?thin-walled?steel?structure·‘ 冷弯薄壁型钢结构(50) cold—rolled?deformed?bar 冷轧带肋钢筋(28)column?bracing 柱间支撑(7)combination?value?of?live?load?on?floor?or?roof 楼面、屋面活荷载组合值(15)compaction 密实度(37)compliance?control 合格控制(23)composite?brick?masonry?member 组合砖砌体构件(42)composite?floor?system 组合楼盖(8)composite?floor?with?profiled?steel?sheet 压型钢板楼板(8)composite?mortar 混合砂浆(43)composite?roof?truss 组合屋架(8)compostle?member 组合构件(8)compound?stirrup 复合箍筋(36)compression?member?with?large?eccentricity· 大偏心受压构件(32) compression?member?with?small?eccentricity· 小偏心受压构件(32) ? compressive?strength?at?an?angle?with?slope?of?grain 斜纹承压强度(66) compressive?strength?perpendicular?to?grain 横纹承压强度(66) concentration?of?plastic?deformation 塑性变形集中(9)conceptual?earthquake—resistant?design 建筑抗震概念设计(9)concrete 混凝土(17)concrete?column 混凝土柱(26)concrete?consistence 混凝土稠度(37)concrete?floded—plate?structure 混凝土折板结构(26)concrete?foundation 混凝土基础(27)concrete?mix?ratio 混凝土配合比(38)concrete?wall 混凝土墙(27)concrete-filled?steel?tubular?member 钢管混凝土构件(8)conifer 针叶树材(65)coniferous?wood 针叶树材(65)connecting?plate 连接板(52)connection 连接(21)connections?of?steel?structure 钢结构连接(59)connections?of?timber?structure 木结构连接(68)consistency?of?mortar 砂浆稠度(48)constant?cross—section?column 等截面柱(7)construction?and?examination?concentrated?load 施工和检修集中荷载(15) continuous?weld 连续焊缝(60)core?area?of?section 截面核芯面积(33)core?tube?supported?structure 核心筒悬挂结构(3)corrosion?of?steel?bar 钢筋锈蚀(39)coupled?wall 连肢墙(12)coupler 连接器(37)coupling?wall—beam? 连梁(12)coupling?wall—column... 墙肢(12)coursing?degree?of?mortar 砂浆分层度(48)cover?plate 盖板(52)covered?electrode 焊条(54)crack 裂缝(0)crack?resistance 抗裂度(31)crack?width 裂缝宽度(31)crane?girder 吊车梁()crane?load 吊车荷载(15)creep?of?concrete 混凝土徐变(30)crook 横弯(71)cross?beam 井字梁(6)cup 翘弯curved?support 弧形支座(51)cylindrical?brick?arch 砖筒拱(43)Ddecay 腐朽(71)decay?prevention?of?timber?structure 木结构防腐(70)defect?in?timber 木材缺陷(70)deformation?analysis 变形验算(10)degree?of?gravity?vertical?for?structure?or?structural?member· 结构构件垂直度(40)degree?of?gravity?vertical?forwall?surface 墙面垂直度(49)degree?of?plainness?for?structural?memer 构件平整度(40)degree?of?plainness?for?wall?surface 墙面平整度(49)depth?of?compression?zone 受压区高度(32)depth?of?neutral?axis 中和轴高度(32)depth?of?notch 齿深(67)design?of?building?structures 建筑结构设计(8)design?value?of?earthquake-resistant?strength?of?materials 材料抗震强度设计值(1design?value?of?load—carrying?capacity?of?members· 构件承载能力设计值(1designations?0f?steel 钢材牌号(53design value?of?material?strength 材料强度设计值(1destructive?test 破损试验(40detailing?reintorcement [BAIKE1]构造配筋[/BAIKE1](35detailing?requirements [BAIKE1]构造要求[/BAIKE1](22diamonding 菱形变形(71)diaphragm 横隔板(52dimensional?errors 尺寸偏差(39)distribution?factor?of?snow?pressure 屋面积雪分布系数dogspike 扒钉(70)double?component?concrete?column 双肢柱(26)dowelled?joint 销连接(69)down-stayed?composite?beam 下撑式组合粱(8)ductile?frame 延性框架(2)dynamic?design 动态设计(8)Eearthquake-resistant?design 抗震设计(9：earthquake-resistant?detailing?requirements 抗震[BAIKE1]构造要求[/BAIKE1](22)effective?area?of?fillet?weld 角焊缝有效面积(57)effective?depth?of?section 截面有效高度(33)effective?diameter?of?bolt?or?high-strength?bolt· 螺栓(或高强度螺栓)有效直径(57)effective?height 计算高度(21)effective?length 计算长度(21)effective?length?of?fillet?weld 角焊缝有效计算长度(48)effective?length?of?nail 钉有效长度(56)effective?span 计算跨度(21)effective?supporting?length?at?end?of?beam 梁端有效支承长度(46) ? effective?thickness?of?fillet?weld 角焊缝有效厚度(48)elastic?analysis?scheme 弹性方案(46)elastic?foundation?beam 弹性地基梁(11)elastic?foundation?plate 弹性地基板(12)elastically?supported?continuous?girder· 弹性支座连续梁(u) elasticity?modulus?of?materials 材料弹性模量(18)elongation?rate 伸长率(15)embeded?parts 预埋件(30)enhanced?coefficient?of?local?bearing?strength?of?materials· 局部抗压强度提高系数(14)entrapped?air 含气量(38)equilibrium?moisture?content 平衡含水率(66)equivalent?slenderness?ratio 换算长细比(57)equivalent?uniformly?distributed?live?load·等效均布活荷载(14) etlectlve?cross—section?area?of?high-strength?bolt· 高强度螺栓的有效截面积(58) ·、ettectlve?cross—section?area?of?bolt 螺栓有效截面面积(57)euler's?critical?load 欧拉临界力(56)euler's?critical?stress 欧拉临界应力(56)excessive?penetration 塌陷(62)Ffiber?concrete 纤维混凝仁(28)filler?plate 填板门2)fillet?weld 角焊缝(61)final?setting?time 终凝时间()finger?joint 指接(69)fired?common?brick 烧结普通砖(43)fish?eye 白点(62)fish—belly?beam 角腹式梁(7)fissure 裂缝(0)flexible?connection 柔性连接(22)flexural?rigidity?of?section 截面弯曲刚度(19)flexural?stiffness?of?member 构件抗弯刚度(20)floor?plate 楼板(6)floor?system 楼盖(6)four?sides(edges)supported?plate 四边支承板(12)frame?structure 框架结构(2)frame?tube?structure 单框筒结构(3)frame?tube?structure 框架—简体结构(2)frame?with?sidesway 有侧移框架(12)frame?without?sidesway 无侧移框架(12)frange?plate 翼缘板(52)friction?coefficient?of?masonry 砌体摩擦系数(44)full?degree?of?mortar?at?bed?joint 砂浆饱满度(48)function?of?acceptance 验收函数(23)Ggang?nail?plate?joint 钉板连接()glue?used?for?structural?timberg 木结构用胶glued?joint 胶合接头glued?laminated?timber 层板胶合木(¨)glued?laminated?timber?structure 层板胶合结构‘61)grider 主梁((㈠grip 夹具grith?weld 环形焊缝(6÷))groove 坡口gusset?plate 节点板(52)Hhanger 吊环hanging?steel?bar 吊筋heartwood? 心材heat?tempering?bar 热处理钢筋(28)height?variation?factor?of?wind?pressure 风压高度变化系数(16) heliral?weld 螺旋形僻缝high—strength?bolt 高强度螺栓high—strength?bolt?with?large?hexagon?bea 大六角头高强度螺栓high—strength?bolted?bearing?type?join 承压型高强度螺栓连接，high—strength?bolted?connection 高强度螺栓连接high—strength?bolted?friction—type?joint 摩擦型高强度螺栓连接high—strength?holted?steel?slsteel?structure 高强螺栓连接钢结构hinge?support 铰轴支座(51)hinged?connection 铰接(21)hlngeless?arch 无铰拱(12)hollow?brick 空心砖(43)hollow?ratio?of?masonry?unit 块体空心率(46)honeycomb 蜂窝(39)hook 弯钩(37)hoop 箍筋(36)hot—rolled?deformed?bar 热轧带肋钢筋(28)hot—rolled?plain?bar 热轧光圆钢筋(28)hot-rolled?section?steel 热轧型钢(53)hunched?beam 加腋梁()Iimpact?toughness 冲击韧性(18)impermeability 抗渗性(38)inclined?section 斜截面(33)inclined?stirrup 斜向箍筋(36)incomplete?penetration 未焊透(61)incomplete?tusion 未溶合(61)incompletely?filled?groove 未焊满(61)indented?wire 刻痕钢丝(29)influence?coefficient?for?load—bearing?capacity?of?compression?member 受压构件承载能力影响系数(46)influence?coefficient?for?spacial?action? 空间性能影响系数(46)initial?control 初步控制(22)insect?prevention?of?timber?structure 木结构防虫(o)inspection?for?properties?of?glue?used?in?structural?member 结构用胶性能检验(71)inspection?for?properties?of?masnory?units 块体性能检验(48) inspection?for?properties?of?mortar 砂浆性能检验(48)inspection?for?properties?of?steelbar 钢筋性能检验(39)integral?prefabricated?prestressed?concrete?slab—column?structure 整体预应力板柱结构(25)intermediate?stiffener 中间加劲肋(53)intermittent?weld 断续焊缝(60)Jjoint?of?reinforcement 钢筋接头(35)Kkey?joint 键连接(69)kinetic?design 动态设计(8)knot 节子(木节)(70)Llaced?of?battened?compression?member 格构式钢柱(51)lacing?and?batten?elements 缀材(缀件)(51)lacing?bar 缀条(51)lamellar?tearing 层状撕裂(62)lap?connectlon 叠接(搭接)(59)lapped?length?of?steel?bar 钢筋搭接长度(36)large?pannel?concrete?structure 混凝土大板结构(25)large-form?cocrete?structure 大模板结构(26)lateral?bending 侧向弯曲(40)lateral?displacement?stiffness?of?storey 楼层侧移刚度(20)lateral?displacement?stiffness?of?structure· 结构侧移刚度(20) lateral?force?resistant?wallstructure 抗侧力墙体结构(12)leg?size?of?fillet?weld 角焊缝焊脚尺寸(57)length?of?shear?plane 剪面长度(67)lift—slab?structure 升板结构(25)light?weight?aggregate?concrete 轻骨料混凝土(28)limit?of?acceptance 验收界限(23)limitimg?value?for?local?dimension?of?masonry?structure· 砌体结构局部尺寸限值(47)limiting?value?for?sectional?dimension 截面尺寸限值(47)limiting?value?for?supporting?length 支承长度限值(47)limiting?value?for?total?height?of?masonry?structure· 砌体结构总高度限值(47)linear?expansion?coeffcient 线膨胀系数(18)lintel 过梁(7)load?bearing?wall 承重墙(7)load-carrying?capacity?per?bolt 单个普通螺栓承载能力(56) load—carrying?capacity?per?high—strength?holt 单个高强螺桂承载能力(56)load—carrying?capacity?per?rivet 单个铆钉承载能力(55)log 原木(65)log?timberstructure 原木结构(64)long?term?rigidity?of?member 构件长期刚度(32)longitude?horizontal?bracing 纵向水平支撑(5)longitudinal?steel?bar 纵向钢筋(35)longitudinal?stiffener 纵向加劲肋(53)longitudinal?weld 纵向焊缝(60)losses?of?prestress ‘预应力损失(33)lump?material 块体(42)Mmain?axis 强轴(56)main?beam· 主梁(6)major?axis 强轴(56)manual?welding 手工焊接(59)manufacture?control 生产控制(22)map?cracking 龟裂(39)masonry 砌体(17)masonry?lintel 砖过梁(43)masonry?member 无筋砌体构件(41)masonry?units 块体(43)masonry—concrete?structure 砖混结构(¨)masonry—timber?structure 砖木结构(11)mechanical?properties?of?materials· 材料力学性能(17)melt—thru 烧穿(62)method?of?sampling 抽样方法(23)minimum?strength?class?of?masonry 砌体材料最低强度等级(47)minor?axls· 弱轴(56)mix?ratio?of?mortar 砂浆配合比(48)mixing?water 拌合水(27)modified?coefficient?for?allowable?ratio?of?height?to?sectionalthickne ss?of?masonry?wall? 砌体墙容许高厚比修正系数(47)modified?coefficient?of?flexural?strength?for?timber?curved?mem—弧形木构件抗弯强度修正系数(68)modulus?of?elasticity?of?concrete 混凝土弹性模量(30)modulus?of?elasticity?parellel?to?grain 顺纹弹性模量(66)moisture?content 含水率(66)moment?modified?factor 弯矩调幅系数monitor?frame 天窗架mortar 砂浆multi—defence?system?of?earthquake—resistant?building· 多道设防抗震建筑multi—tube?supported?suspended?structure 多筒悬挂结构Nnailed?joint 钉连接，net?height 净高lnet?span 净跨度net?water／cementratio 净水灰比non-destructive?inspection?of?weld 焊缝无损检验non-destructive?test 非破损检验non-load—bearingwall 非承重墙non—uniform?cross—section?beam 变截面粱non—uniformly?distributed?strain?coefficient?of?longitudinal?tensile? reinforcement 纵向受拉钢筋应变不均匀系数normal?concrete 普通混凝土normal?section 正截面notch?and?tooth?joint 齿连接number?of?sampling 抽样数量Oobligue?section 斜截面oblique—angle?fillet?weld 斜角角焊缝one—way?reinforced(or?prestressed)concrete?slab‘‘ 单向板open?web?roof?truss 空腹屋架，ordinary?concrete 普通混凝土(28)ordinary?steel?bar 普通钢筋(29)orthogonal?fillet?weld 直角角焊缝(61)outstanding?width?of?flange 翼缘板外伸宽度(57)outstanding?width?of?stiffener 加劲肋外伸宽度(57)over-all?stability?reduction?coefficient?of?steel?beam· 钢梁整体稳定系数(58) ?overlap 焊瘤(62)overturning?or?slip?resistance?analysis? 抗倾覆、滑移验算(10)Ppadding?plate 垫板(52)partial?penetrated?butt?weld 不焊透对接焊缝(61)partition 非承重墙(7)penetrated?butt?weld 透焊对接焊缝(60)percentage?of?reinforcement 配筋率(34)perforated?brick 多孔砖(43)pilastered?wall 带壁柱墙(42)pit· 凹坑(62)pith 髓心(o)plain?concrete?structure 素混凝土结构(24)plane?hypothesis 平截面假定(32)plane?structure 平面结构(11)plane?trussed?lattice?grids 平面桁架系网架(5)plank 板材(65)plastic?adaption?coefficient?of?cross—section 截面塑性发展系数(58) plastic?design?of?steel?structure 钢结构塑性设计(56)plastic?hinge· 塑性铰(13)plastlcity?coefficient?of?reinforced?concrete?member?in?tensile?zone 受拉区混凝土塑性影响系数(34)plate—like?space?frame 干板型网架(5)plate—like?space?truss 平板型网架(5)plug?weld 塞焊缝(60)plywood 胶合板(65)plywood?structure 胶合板结构(64)pockmark 麻面(39)polygonal?top-chord?roof?truss 多边形屋架(4)post—tensioned?prestressed?concrete?structure 后张法预应力混凝土结构(24)precast?reinforced?concrete?member 预制混凝土构件(26)prefabricated?concrete?structure 装配式混凝土结构(25)presetting?time 初凝时间(38)prestressed?concrete?structure 预应力混凝土结构(24)prestressed?steel?structure 预应力钢结构(50)prestressed?tendon 预应力筋<29)pre—tensioned?prestressed?concrete?structure· 先张法预应力混凝土结构(24)primary?control 初步控制(22)production?control 生产控制(22)properties?of?fresh?concrete 可塑混凝土性能(37)properties?of?hardened?concrete 硬化混凝土性能(38)property?of?building?structural?materials 建筑结构材料性能(17)purlin“—””—檩条(4)Qqlue?timber?structurer 胶合木结构(㈠)quality?grade?of?structural?timber 木材质量等级(0)quality?grade?of?weld 焊缝质量级别(61)quality?inspection?of?bolted?connection 螺栓连接质量检验(63)quality?inspection?of?masonry 砌体质量检验(48)quality?inspection?of?riveted?connection 铆钉连接质量检验(63) quasi—permanent?value?of?live?load?on?floor?or?roof，楼面、屋面活荷载准永久值(15)Rradial?check 辐裂(70)ratio?of?axial?compressive?force?to?axial?compressive?ultimate?capacit y?of?section 轴压比(35)ratio?of?height?to?sectional?thickness?of?wall?or?column 砌体墙柱高、厚比(48)ratio?of?reinforcement 配筋率(34)ratio?of?shear?span?to?effective?depth?of?section 剪跨比(35) redistribution?of?internal?force 内力重分布(13)reducing?coefficient?of?compressive?strength?in?sloping?grain?for?bolt ed?connection 螺栓连接斜纹承压强度降低系数(68)reducing?coefficient?of?liveload 活荷载折减系数(14)reducing?coefficient?of?shearing?strength?for?notch?and?tooth?connecti on 齿连接抗剪强度降低系数(68)regular?earthquake—resistant?building 规则抗震建筑(9)reinforced?concrete?deep?beam 混凝土深梁(26)reinforced?concrete?slender?beam 混凝土浅梁(26)reinforced?concrete?structure 钢筋混凝土结构(24)reinforced?masonry?structure 配筋砌体结构(41)reinforcement?ratio 配筋率(34)reinforcement?ratio?per?unit?volume 体积配筋率(35)relaxation?of?prestressed?tendon 预应筋松弛(31)representative?value?of?gravity?load 重力荷载代表值(17)resistance?to?abrasion 耐磨性(38)resistance?to?freezing?and?thawing 抗冻融性(39)resistance?to?water?penetration· 抗渗性(38)reveal?of?reinforcement 露筋(39)right—angle?filletweld 直角角焊缝(61)rigid?analysis?scheme 刚性方案(45)rigid?connection 刚接(21)rigid?transverse?wall 刚性横墙(42)rigid?zone 刚域(13)rigid-elastic?analysis?scheme 刚弹性方案(45)rigidity?of?section 截面刚度(19)rigidly?supported?continous?girder 刚性支座连续梁(11)ring?beam 圈梁(42)rivet 铆钉(55)riveted?connecction 铆钉连接(60)riveted?steel?beam 铆接钢梁(52)riveted?steel?girder 铆接钢梁(52)riveted?steel?structure 铆接钢结构(50)rolle?rsupport 滚轴支座(51)rolled?steel?beam 轧制型钢梁(51)roof?board 屋面板(3)roof?bracing?system 屋架支撑系统(4)roof?girder 屋面梁(4)roof?plate 屋面板(3)roof?slab 屋面板(3)roof?system 屋盖(3)roof?truss 屋架(4)rot 腐朽(71)round?wire 光圆钢丝(29)Ssafety?classes?of?building?structures 建筑结构安全等级(9) safetybolt 保险螺栓(69)sapwood 边材(65)sawn?lumber+A610 方木(65)sawn?timber?structure 方木结构(64)saw-tooth?joint?failure 齿缝破坏(45)scarf?joint 斜搭接(70)seamless?steel?pipe 无缝钢管(54)seamless?steel?tube 无缝钢管(54)second?moment?of?area?of?tranformed?section 换算截面惯性矩(34) second?order?effect?due?to?displacement 挠曲二阶效应(13) secondary?axis 弱轴(56)secondary?beam 次粱(6)section?modulus?of?transformed?section 换算截面模量(34) section?steel 型钢(53)semi-automatic?welding 半自动焊接(59)separated?steel?column 分离式钢柱(51)setting?time 凝结时间(38)shake 环裂(70)shaped?steel 型钢(53)shapefactorofwindload 风荷载体型系数(16)shear?plane 剪面(67)shearing?rigidity?of?section 截面剪变刚度(19) shearing?stiffness?of?member 构件抗剪刚度(20) short?stiffener 短加劲肋(53)short?term?rigidity?of?member 构件短期刚度(31) shrinkage 干缩(71)shrinkage?of?concrete 混凝干收缩(30)silos 贮仓(3)skylight?truss 天窗架(4)slab 楼板(6)slab—column?structure 板柱结构(2)slag?inclusion 夹渣(61)sloping?grain ‘斜纹(70)slump 坍落度(37)snow?reference?pressure 基本雪压(16)solid—web?steel?column 实腹式钢柱(space?structure 空间结构(11)space?suspended?cable 悬索(5)spacing?of?bars 钢筋间距(33)spacing?of?rigid?transverse?wall 刚性横墙间距(46) spacing?of?stirrup?legs 箍筋肢距(33)spacing?of?stirrups 箍筋间距(33)specified?concrete 特种混凝上(28)spiral?stirrup 螺旋箍筋(36)spiral?weld 螺旋形焊缝(60)split?ringjoint 裂环连接(69)square?pyramid?space?grids 四角锥体网架(5) stability?calculation 稳定计算(10)stability?reduction?coefficient?of?axially?loaded?compression 轴心受压构件稳定系数<13)stair 楼梯(8)static?analysis?scheme?of?building 房屋静力汁算方案(45)static?design 房屋静力汁算方案(45)statically?determinate?structure 静定结构(11)statically?indeterminate?structure 超静定结构(11)sted 钢材(17)steel?bar 钢筋(28)steel?column?component 钢柱分肢(51)steel?columnbase 钢柱脚(51)steel?fiber?reinforced?concrete?structure· 钢纤维混凝土结构(26) steel?hanger 吊筋(37)steel?mesh?reinforced?brick?masonry?member 方格网配筋砖砌体构件(41) steel?pipe 钢管(54)steel?plate 钢板(53)steel?plateelement 钢板件(52)steel?strip 钢带(53)steel?support 钢支座(51)steel?tie 拉结钢筋(36)steel?tie?bar?for?masonry 砌体拉结钢筋(47)steel?tube 钢管(54)steel?tubular?structure 钢管结构(50)steel?wire 钢丝(28)stepped?column 阶形柱(7)stiffener 加劲肋(52)stiffness?of?structural?member 构件刚度(19)stiffness?of?transverse?wall 横墙刚度(45)stirrup 箍筋(36)stone 石材(44)stone?masonry 石砌体(44)stone?masonry?structure 石砌体结构(41)storev?height 层高(21)straight—line?joint?failure 通缝破坏(45)straightness?of?structural?member 构件乎直度(71)strand 钢绞线(2，)strength?classes?of?masonry?units 块体强度等级(44)strength?classes?of?mortar 砂浆强度等级(44) ”strength?classes?of?structural?steel 钢材强度等级(55)strength?classes?of?structural?timber 木材强度等级(66)strength?classes(grades)?of?concrete 混凝土强度等级(29)strength?classes(grades)?of?prestressed?tendon 预应力筋强度等级(30) strength?classes(grades)?of?steel?bar? 普通钢筋强度等级(30)strength?of?structural?timber?parallel?to?grain 木材顺纹强度(66) strongaxis 强轴(56)structural?system?composed?of?bar ”杆系结构(11)structural?system?composed?of?plate 板系结构(12)structural?wall 结构墙(7)superposed?reinforced?concrete?flexural?member 叠合式混凝土受弯构件(26) suspended?crossed?cable?net 双向正交索网结构(6)suspended?structure 悬挂结构(3)swirl?grain 涡纹(1)Ttensile(compressive)?rigidity?of?section 截面拉伸(压缩)刚度(19)tensile(compressive)?stiffness?of?member 构件抗拉(抗压)刚度(20)tensile(ultimate)?strength?of?steel 钢材(钢筋)抗拉(极限)强度(18)test?for?properties?of?concrete?structural?members 构件性能检验(40)：thickness?of?concrete?cover 混凝土保护层厚度(33)thickness?of?mortarat?bed?joint 水平灰缝厚度(49)thin?shell 薄壳(6)three?hinged?arch 三铰拱(n)tie?bar 拉结钢筋(36)tie?beam，?‘ 系梁(22)tie?tod 系杆(5)tied?framework 绑扎骨架(35)timber 木材(17) ?，timber?roof?truss 木屋架(64)tor-shear?type?high-strength?bolt 扭剪型高强度螺栓(54)torsional?rigidity?of?section 截面扭转刚度(19)torsional?stiffness?of?member 构件抗扭刚度(20)total?breadth?of?structure 结构总宽度(21)total?height?of?structure 结构总高度(21)total?length?of?structure 结构总长度(21)transmission?length?of?prestress 预应力传递长度(36)transverse?horizontal?bracing 横向水平支撑(4)transverse?stiffener· 横向加劲肋(53)transverse?weld 横向焊缝(60)transversely?distributed?steelbar 横向分布钢筋(36)trapezoid?roof?truss 梯形屋架(4)triangular?pyramid?space?grids 三角锥体网架(5)triangular?roof?truss 三角形屋架(4)trussed?arch 椽架(64)trussed?rafter 桁架拱(5)tube?in?tube?structure 筒中筒结构(3)tube?structure 简体结构(2)twist 扭弯(71)two?hinged?arch 双铰拱(11)two?sides(edges)?supported?plate 两边支承板(12)two—way?reinforced?(or?prestressed)?concrete?slab 混凝土双向板(27) Uultimate?compressive?strain?of?concrete’” 混凝土极限压应变(31) unbonded?prestressed?concrete?structure 无粘结预应力混凝土结构(25) undercut 咬边(62)uniform?cross—section?beam 等截面粱(6)unseasoned?timber 湿材(65)upper?flexible?and?lower?rigid?complex?multistorey?building· 上柔下刚多层房屋(45)upper?rigid?lower?flexible?complex?multistorey?building· 上刚下柔多层房屋(45)Vvalue?of?decompression?prestress? 预应力筋消压预应力值(33)value?of?effective?prestress 预应筋有效预应力值(33)verification?of?serviceability?limit?states·?” 正常使用极限状态验证(10)verification?of?ultimate?limit?states? 承载能极限状态验证(10) vertical?bracing 竖向支撑(5)vierendal?roof?truss 空腹屋架(4)visual?examination?of?structural?member 构件外观检查(39)visual?examination?of?structural?steel?member 钢构件外观检查(63) visual?examination?of?weld 焊缝外观检查(62)Wwall?beam 墙梁(42)wall?frame 壁式框架(门)wall—slab?structure 墙板结构(2)warping 翘曲(40)，(71)warping?rigidity?of?section 截面翘曲刚度(19)water?retentivity?of?mortar 砂浆保水性(48)water?tower 水塔(3)water／cement?ratio· 水灰比(3g)weak?axis· 弱轴(56)weak?region?of?earthquake—resistant?building 抗震建筑薄弱部位(9) web?plate 腹板(52)weld 焊缝(6[))weld?crack 焊接裂纹(62)weld?defects 焊接缺陷(61)weld?roof 焊根(61)weld?toe 焊趾(61)weldability?of?steel?bar 钢筋可焊性(39)welded?framework 焊接骨架()welded?steel?beam 焊接钢梁(welded?steel?girder 焊接钢梁(52)welded?steel?pipe 焊接钢管(54)welded?steel?strueture 焊接钢结构(50)welding?connection· 焊缝连接(59)welding?flux 焊剂(54)welding?rod 焊条(54)welding?wire 焊丝(54)wind?fluttering?factor 风振系数(16)wind?reference?pressure 基本风压(16)wind—resistant?column 抗风柱()wood?roof?decking 屋面木基层(64)Yyield?strength?(yield?point)?of?steel 钢材(钢筋)屈服强度(屈服点)。

这是尼玛曾经写了一半的教程，由于制作mod停工了很久。

等mod发布完结，才突然想起；不愿浪费，就快马加鞭补写了一下。

只当是退役撒花，为中2吧友留下些东西吧。

本文主要讲解了尼玛对于中2弹药和特效这块的理解，而东西本身并不艰深。

希望能造福喜欢修改的朋友，有不正确的地方也请指正。

栏目：1.壹发入魂—弹药文件基础2.烂牛与圣光—AE类型与初探3.万弹归综—子母弹的各种应用4.不灭之火—AE组的应用5.七窍生烟—视觉效果修改6.大魔炮—英雄战场技能7.弹弹乐—更多组合与创意后文主要用到的文件和尼玛习惯的简称：export_descr_unit.txt—EDUdescr_projectile.txt—弹药文件descr_area_effects.xml—AEdescr_effect_impacts.txt—炮击效果descr_artillery_effects.txt—炮口效果（由于最后几个还没有写完，尼玛准备慢速更新本帖，一天更一个栏目的感觉，吼不吼啊~）Part1.一发入魂—弹药文件基础借一颗子弹大概讲一下弹药文件的基础内容这是工革2里的“中等命中率子弹”逐行分解：projectile midbullet名字是也‘projectile’为固定前缀而这颗子弹叫‘midbullet’---------------destroy_after_max_range_percent_and_variation 106 10超距自毁设定后两个数字可更改：第一个数是子弹飞到极限射程（EDU中的设定）的106%距离时自毁；第二个数是子弹自毁距离百分比的上下浮动百分比此项有助于限制一些高射速的弹药，并保证EDU射程设定的有效性。

---------------effect small_arrow_trail_setend_effect bullet_impact_ground_setend_man_effect man_impact_tiny_setend_package_effect b ullet_impact_wall_setend_shatter_effect bullet_impact_ground_setend_shatter_man_effect man_impact_tiny_setend_shatter_package_effect bullet_impact_wall_set从上至下分别为弹药模型（见于descr_arrow_trail_effects.txt）、触地效果、触人效果、触墙效果、残留触地效果、残留触人效果、残留触墙效果（见于炮击效果文件）。

水泥专业英文词汇目录(Content)一.全厂各子项(Every department)二.生产设备(Process equipment)1.储存.均化设备(Storing & homogenizing equipment)2.破碎,粉磨及收尘设备(Crushing, grinding & dedusting equipment)3.废气处理及烧成设备(Exhaust gas treatment & burning equipment)4.输送及喂料设备(Conveying & feeding equipment)5.阀门及闸门(Valve & gate)6.包装设备(Packing equipment)7.煤粉燃烧设备(Pulverized coal burning equipment)8.其它设备(The others)三.设备零部件(Equipment parts)1.旋风预热器带分解炉(Cyclone preheater with precalciner)2.反击锤式破碎机(Impacting-hammer crusher)3.回转窑(Rotary kiln)4.桥式刮板取料机(Bridge-type scraping reclaimer)5.带式输送机(Belt conveyor)四.图面标注(Indicating on the drawing)五.水泥工艺(Cement process)六.化验室(laboratory)1.一般词汇(General vocabulary)2.物理试验(physical test)3.化学试验(chemical test)4.化学药品(chemical drug)七.电气及自动化(Electrical & automation)一.全厂各子项(Every department)1.石灰石破碎及输送Limestone crushing & conveying2.粘土破碎及输送Clay crushing & conveying3.铁矿石,耐火粘土堆棚及输送Iron ore, fire clay yard & conveying4.原料预均化堆场及储存Raw material prehomogenizing & storing5.原料配料站Raw material proportion station6.原料粉磨及废气处理Raw material grinding & exhaust-gas treatment7.生料均化库Raw meal homogenizing silo8.生料入窑系统Kiln feeding system9.烧成窑尾Cyclone preheater10.烧成窑中及三次风管Kiln & tertiary air duct11.烧成窑头Cooler(Kiln hood)12.供油泵站Oil supply pump station13.燃烧系统Fuel oil system14.熟料储存及输送,次熟料库Clinker storing & conveying, Under-burned clinker silo15.石膏破碎及输送Gypsum crushing & conveying16.水泥磨喂料系统Cement mill feeding system17.水泥粉磨及输送Cement grinding & conveying18.水泥储存及汽车水泥散装站Cement storing & bulk loading station for truck19.水泥包装及纸袋库Cement packing & bag house20.中央化验室及中央控制室Central Laboratory & central control room21.空压机站Compressed air station22.水泥包装变电所Cement packing substation23.循环泵房Circulating pump room24.袋装水泥发运Bagged cement dispatching25.电气室Electrical room二.生产设备(Process equipment)1.储存.均化设备(Storing & homogenizing equipment)悬臂式堆料机Boom stacker桥式刮板取料机Bridge-type scraping reclaimer铁粉料仓Bin for iron ore计量仓Weighing bin生料库Raw meal silo水泥库Cement silo库底充气装置Aerating unit under the silo(汽水:aerated water) 四嘴空气分配器4-spout air distributor电磁阀Solenoid valve卸料装置Discharging unit冲板流量计Impact flow meter2.破碎,粉磨及收尘设备(Crushing, grinding & dedusting equipment)反击锤式破碎机Impact hammer crusher单段锤式破碎机Single-stage hammer crusher环锤破碎机Ring-hammer crusher辊式破碎机Roller crusher双转子破碎机Double-rotor crusher辊压机Roller press磨机Mill球磨机Ball mill管磨机Tube mill水泥磨Cement mill立磨Roller(Vertical) mill研磨体Grinding media钢球提升器Steel ball lift旋风筒Cyclone选粉机Separator分级机Classifier袋收尘器Bag filter静电收尘器Electrostatic precipitator单机收尘器Uni(lateral)-filter离心风机centrifugal fan3.废气处理及烧成设备(Exhaust gas treatment & burning equipment)增湿塔Conditioning tower喷水系统Water spraying system预热器Preheater分解炉calciner回转窑Rotary kiln冷却机Cooler三次风管Tertiary air duct燃烧器Burner燃油器Oil burner喷煤管Coal burner4.输送及喂料设备(Conveying & feeding equipment)皮带机Belt conveyor堆料皮带机Stacker belt conveyor取料皮带机Reclaim belt conveyor电动推杆犁式卸料器Electric rod plough-type unloader计量秤Weighing feeder磁除铁器Magnetic separator金属探测器Metal detector斗式提升机Bucket elevator链斗输送机Bucket chain conveyor螺旋泵Screw pump螺旋输送机Screw conveyor重型板式喂料机Heavy-duty apron feeder空气斜槽Air slide振动给料机Vibrating feeder振动筛Vibrating screen叶轮给料机Rotary feeder拉链机Drag chain conveyor气力提升泵Air lift卸包机Bag discharger校正包机Bag aligning conveyor校正称Adjusting scale5.阀门及闸门(Valve & gate)三道锁风阀Triple air-lock gate双翻板阀Double-flap valve压力平衡阀Pressure balance valve百叶阀Louver damper蝶阀Butterfly valve气动蝶阀Pneumatic butterfly valve电动两路阀2-way valve with motor((motorized 2-way valve) 两路分料阀2-way material dividing valve棒状闸门Rod gate(Bar gate)止回阀Check(Non-return, One way)valve可调闸门Adjustable valve卸灰阀Dust discharging valve电磁阀Solenoid valve排水(污)阀Drain valve隔离阀Isolating valve安全阀Safety valve; relief valve减压阀depressed valve旋塞阀cock valve溢流阀overflowing valve闸阀brake(gate, sluice valve截止阀cut(shut) off valve中压球阀medium pressure globe(ball) valve节流阀(针形阀) throttle valve; needle-shape valve气动高性能密封蝶阀pneumatic high performance sealed butterfly valve 电动执行机构electric actuator自动控制(调节) automatic regulation防爆(火)阀flame-proof valve阀板转角corner of valve plate平板阀flat valve螺旋闸门screw gate6.包装设备(Packing equipment)六嘴回转包装机6-spout rotary packer包装机溢出收集装置Spillage collecting device for packer清包装置Bag cleaning device接灰漏斗Dust collecting hopper纸袋称重器Paper bag weight checker破包处理装置Broken bag treating device纸袋提升器Paper bag lift汽车散装装置Bulk cement loader for truck驱动辊道Driven roller way装载机Loading machine7.煤粉燃烧设备(Pulverized coal burning equipment)流量计Flow meter弯管Bend pipe膨胀节Expansion joint补偿器Compensator膨胀螺栓Expansion bolt防爆阀Explosion relief flap进料溜子Feeding chute喷嘴Nozzle雾化器Atomizer小孔板Orifice plate一次风Primary air径向风Radial air轴向风Axial air火焰形状Flame shape导(旋)流片Guiding vane护套Protective pipe(Sleeve)浇筑(注)料Castable煤粉通道Pulverized coal channel点火装置Lighting-up(Igniting) device煤磨Coal mill磨筒体Mill shell隔仓板Discharging device篦板Grate plate端盖衬板Head liner扬料板Lifting liner阶梯衬板Step liner小波衬板Dragpeb liner分级衬板Classifying liner多仓式磨机Unidan mill单仓隔板Single diaphragm筛板Screen plate烘干仓Drying chamber长形扬料板(勺) Long lifting scoop滑履轴承Slide-shoe bearing滑圈Slide ring防尘罩Dust-tight casing(housing) 中空轴轴承Trunnion bearing中空轴hollow shaft轴瓦Bearing shell球面座Spherical seating轴承底座Bed plate of bearing中空轴Trunnion journal轴承壳体Bearing housing润滑站Lubrication station8.其它设备(The others)手动双梁起重机Manual double beam crane桥式起重机bridge-type crane单轨运载机Mono-rail carriage卧式卷扬机Horizontal motorized hoist 电动葫芦Electric hoist取样器Sampler分料器Distributor保温材料Insulation material非标准件Non-standard parts附件Accessory环氧树脂粘结剂Epoxy resin风机Fan右旋Right whirl反吹风机Reversed blow fan罗茨风机Roots blower消声器Noise-proof; Silencer空气压缩机Air compressor空气过滤器Air filter储气罐Air tank二次冷却器After-cooler储油罐Oil tank滤油器Oil filter稀油站Thin oil station高压油泵High pressure oil pump燃烧器供油站Burner oil supplying station 电加热器Electric heater管子Pipe软管hose物理实验仪Physical test instrument岩相分析仪Petrography analyzer化学分析仪Chemical analyzer产品控制器Production controller 试验磨Laboratory(Test) mill 千斤顶Jack人孔盖Cover for man hole量仓孔盖Cover for measure hole 冷凝液Condensed water三.设备零部件(Equipment parts)1.旋风预热器带分解炉(Cyclone preheater with precalciner)旋风预热器内筒Cyclone-duct of cyclone旋风筒上部Upper-part of cyclone旋风筒中部Middle part of cyclone旋风筒下部Lower part of cyclone盖板Cover plate环形气管Circular pipe直管Straight pipe撒料箱Dispersing(Distributing) box连接管Connecting pipe托砖板Brick-supporting plate(Brick-bracket)下料管Chute吹堵管Blasting pipe螺柱Stud(也指图钉，种马)斜管Inclined tube支座Supporting frames锥管Cone duct波节Wave node套管Sleeve方管Square duct竖管Standing(Vertical) pipe烟室体Smoke chamber housing楔块Wedge block检修门Inspection door捅料孔Poking hole清除门Cleaning door2.反击锤式破碎机(Impacting-hammer crusher)墙板Wall plate反击板Impacting plate上反击板Upper impacting plate门框Door frame上端板Upper end plate芯轴Spindle侧板Side plate密封带Sealing stripe门顶杆Dog(掣子,挡块,止动器,卡钉,止动销)转子Rotor方轴Square shaft锤轴Hammer shaft皮带轮Belt wheel(pulley)闷盖Blind cover活塞环Piston ring竖环Contracting ring卡环Clip ring键Key外锤盘Outer hammer disk盘辐Web plate盘毂Disk hub内锤盘Inner hammer disk调节环Adjusting ring篦板体Grate body钢套Steel sleeve篦条孔板Grate perforated plate篦条Grate bar3.回转窑(Rotary kiln)窑头罩Kiln hood衬套Liner窑门Kiln door上壳体Upper housing part下壳体Lower housing part导轨(滑轨) Slide way拉杆Pulling rod滚子Roller滚轮Roller wheel看火孔Inspection hole支轴Supporting shaft转轴Turning shaft内盖板Inner cover玻璃片Sheet glass(平板玻璃)绳环Cord ring窑头密封装置Seal unit of kiln hood筋板Rid plate支承环Supporting ring间隔环Space block径向密封环Radial seal ring隔套Spaced shell导轨架Slide way frame漏斗Funnel间距轮Spaced wheel润滑系统Lubrication system气动管路系统Pneumatic pipe system重锤阀Flap valve阀座Valve base阀盖Valve cover冷却风管Cooling air pipe冷却喷管Cooling air spout顶丝座Adjusting screw supporter 组合螺母Combined nut水斗Water funnel顶丝Adjusting screw刻线板Graduated plate指针Guide pin端盖End cover端盖空板Hole cover of end cover接头Joint衬瓦Liner球面瓦Bearing shell(of spherical bearing)保护圈Protecting ring橡胶圈Rubber ring密封胶圈Rubber seal ring球面螺钉Sphere-head screw油盘架Oil dish frame压头Compressed head轴承上盖Top cover of bearing轴承套Bearing cup托轮Supporting roller挡轮Thrust roller罩孔盖Hole cover矢圈(人牙轮) Girth gear环缝焊接Girth welding点焊spot-welding; point-welding滑杆Slide rod对焊butt-welding刮油橡胶Rubber oil scraper卡钉Locking screw滑套Slide shell油勺架Oil cup(scoop) frame水位调节器Water lever adjuster螺管Screw pipe阀塞Valve plug石墨润滑装置Graphite lubricating unit夹持架Clamper (接线板)窑尾护口板Protecting plate of kiln inlet风冷套Cooling air shell窑口护板Protecting plate of kiln hood螺栓夹持架Bolt clamp弹性密封环(板) Spring seal ring(plate)耳子Supporter横梁Cross bar(beam)对轮罩Wheel guard轴孔Shaft hole(机)底座Base plate辅助传动Auxiliary drive顶块Pushing block卡箍Locking ring小齿轮装置Pinion unit透盖 Cover止动垫圈Stop washer锁紧螺母Locking nut定心轴Centering shaft(窑)轮带Tyre(也指轮胎,The tyre is flat:胎没气了) 扭力轴Torque shaft夹板层Laminated plate钢片组Sheets group驱动环Driving ring离合器驱动机构Clutch driving device夹块Clipping block把杆筒Hand-rod tube转盘Turning dish轮毂Hub重块Weight限位块Limit block油轮Oil wheel(Oil ship)轴衬Bush of shaft大齿圈Gear rim半齿圈Semi-gear rim挡油环Retaining oil ring齿轮罩壳Gear housing悬耳Suspension supporter卡板Clipping plate散热门Heat dispersion(scattering) door挡轮管路系统Pipe system of thrust roller键槽(或销座) Keyway窑尾密封装置Seal unit of kiln inlet吊杆Suspension rod(boom)支轴Supporting shaft径向密封环Radial seal ring固定摩擦环Fixed friction ring活动摩擦环Moving friction ring间隙【机】clearance; gap回料勺Material returning scoop透气帽Air cap透气塞Air plug透气口Air outlet半环槽Semi-circular groove液压缸护罩Hydraulic cylinder guard调距环Adjusting ring液压挡轮主体Hydraulic thrust roller body迷宫密封圈Labyrinth seal ring压力件Pressure element紧固圈Clipping(Tighten) ring轴承体密封盖Bearing seal cover(平衡）重锤(Balance) Weight油管支撑杆Oil piping frame卡钉Set screw(即定位螺钉或制动螺丝)行程开关支架(压板) Limit switch frame(clamp plate)4.桥式刮板取料机(Bridge-type scraping reclaimer)栏杆Railing, banisters扶梯Ladder斜支撑Oblique rod端梁行走机构End beam travel unit缓冲木Baffle wood清轨器支架Track-cleaner supporter挡板Retain plate安全罩Safety guard滑块架Slide frame承压挡轮机构Supporting thrust roller unit承压轮Supporting roller挡盖Cover挡套Shell轴套Bushing偏心轴座Eccentric shaft supporter安全垫片Safety shim通盖Through cover毡圈Felt shim隔套Interval shell电磁离合减速器Reducer with electromagnetic clutch 油标座Oil lever seat联轴器Coupling注油管Oil feeding pipe防尘盖Dust-proof cover量杆Measuring rod磁芯座Magnetic spindle frame螺帽Screw cap蜗轮减速器Worm reducer蜗杆Worm挡油环Oil retaining ring视油盖Oil inspection cover底座Foundation(即基础)蜗轮Worm gear轮毂Wheel hub轮缘Wheel rim开式传动装置Open-type driving unit驱动车轮Driving wheel夹紧套Clipping shell轴齿轮Shaft gear下料斗Funnel(Hopper)头轮固定架Head wheel frame检修盖Inspection cover刮板链架Scraper chain frame张紧调节块Tensioning adjustment block弹簧导向块Spring guide block螺杆Screw rod调整垫片组Adjustment shims座板Seat plate直梁Straighten beam横梁Cross beam上(下)导轨Upper(Lower) track防尘板Dust-proof plate中间支架Middle frame刮板Scraping plate衬板Liner内(外)链板Inner(Outer) chain plate套筒Sleeve链轮轴Sprocket shaft吊架Hanger角形轴承座Angel bearing seat轴承止推环Bearing stop ring增能环energy increasing ring隔环Spacing ring尾部链轮End sprocket松料刮板Material-loosing scraping plate 松料齿(耙) Material-loosing rake过滤网Filtering net压板Clamping plate链轮罩子Sprocket guard耙齿架Rake frame芯棒Spindle滑轮组件Pulley block轴衬Shaft bush加强筋Reinforced rib弯板Curve plate车轮盖Wheel cover小车车体Vehicle body压圈Pressure ring缓冲器Baffle device外筒Outer tube封盖Seal cover升降杆Lifting rod挡轮组Retaining roller group手摇绞车Manual winch手柄套Handle sleeve卷筒Reel棘轮座Ratchet(Ratch) seat摩擦片Friction plate棘爪Ratchet claw制动轮Brake wheel蝶形弹簧Butterfly spring导杆Guide rod联接体Conjunction电缆滑线Cable slip wire滑环架Slip ring frame挂钩Hook管夹Pipe clip装饰框Decoration frame电缆卷盘装置Cable reel unit动力电缆卷筒Power cable reel紫铜Copper节流阀Throttle valve滴管Dropper(Drip tube)集电器Power supply unit电刷架Electrical brush frame导电板Conducting plate绝缘板Insulation plate固定环Fixing ring电缆控制器Cable controller接线盘(片) Wiring dish(sheet)托盘Supporting dish电缆堵Cable protecting tube电缆盘Cable dish(reel)轨道系统Track system5.带式输送机(Belt conveyor)倾斜角度Inclination angel部件清单Components list驱动装置Drive unit传动滚筒Driving pulley改向滚筒Diverting pulley槽形托辊Groove type roller平行上(下)托辊Parallel upper(lower) roller调心托辊Adjusting roller缓冲托辊Baffle roller拉紧装置Tension device重锤吊架Weight hanger改向绳轮组Diverting cord-wheel combination 弹簧清扫器Spring cleaner空段清扫器Cleaner for empty section单侧犁式卸料器One side plough discharger带式逆止器Belt brake滚柱逆止器Roller brake头(尾)架Head(End) supporter垂直拉紧支架Vertical tension structure中间架Intermediate supporter电动卸料车Motorized discharge trolley头部护罩(漏斗) Head hood(hopper)导料槽Guiding chute覆盖层厚度Thickness of covering layer破坏强度Breaking strength接头方法Connection method总长度（即包绕长度）environ length四.图面标注(Indicating on the drawing)制图Drawing下料Cutting均布Equally(Evenly) Spaced配作Adapted明细表Item list图幅Drawing format序号6 Part No.6A-A旋转A-A turned断(剖、切)面Section(Profile)活荷载Live load静荷载Dead load净荷载Net load比例Scale尺寸Dimension长、宽、高、深、重、厚Length、width、height、depth、weight、thickness 直径、半径、公差Diameter、radius、tolerance角度、斜度、锥度Angel、slope、taperA向(旋转) View A(turned)中心线Central lineA向沿R1400展开View A developed along R1400序号3展开图Part No.3 development大约,近似的Approximately垫板Bed plate软管、胶管Hose物料容重Specific gravity of material泄放阀Dump valve配重Mass balance俯视图Birds-eye view挡块Drag挡轮Check wheel径向跳动Diameter runout三通管Tee pipe螺纹Thread过滤器Strainer,Filter石墨Graphite凡士林Vaseline聚酯Polyester聚乙烯Polythene涤纶Terylene作用与反作用Action & reaction(力)矩Moment应力Stress预应力pre-tension扫描仪Sweeping chanalyst菱形网纹钢板Checkered(Chequered) steel plate支腿Prop基准线Datum line基准面Datum level(基准水平面,基准水位)基准点Datum mark(基准标高)参考点Datum point基准偏差Datum drift摆轴Swing shaft技术要求Technical requirement(s)技术性能Technical features未注焊缝均为连续角焊缝,焊角高为5Welding seams not mentioned should be continuouslywelded with leg size 5未注技术要求应符合…Technical reqirements not mentioned should be strictlyin compliance with…无缝钢管Seamless steel pipe(tube)酸洗的Pickled(pickpocket扒手,pickthank马屁精)淬火Quenching热处理Heat-treatment退火的Annealed表面淬火Surface hardening正火Normalizing回火Tempering人工时效过的Artificial aged变形Deformation翘曲Distortion(曲解,失真)缺陷Defect气孔(砂眼) Air hole(Blow hole为气泡)毛刺(飞边) Burr(Fin,Rag)裂纹Break crack钠基润滑脂Sodium-soap grease边角Sharp edge痕迹Trail气割Gas cutting硫化钼Molybdenum相贯线Correlation line钝边Obtuse edge杂质Impurity(Tramp)校正(直) Align基础图Foundation drawing预埋螺栓Built-in(Embedded) bolt处理物料Handle material对接焊坡口Butt weld grooves母材Parent material耐高温奥氏体焊条High temperature resistant Austenite welding rod油浸石棉盘根Oiled asbesto(u)s-packing预留孔Present hole铰支座hinge(铰链，折叶) supporter均衡Equalization对称的Symmetric隔板Partition board护套Shield(Shelter)压力表(计) Manometer(Pressure gauge)热电偶Thermopair(Thermal couple)垫片Gasket(不同于shim)钢丝绳Wire rope,Steel cord卸扣Shackle(也指卡子，镣铐，挂钩)铆(扒)钉Rivet,Clincher,Dog地脚螺栓Foundation bolt焊条Welding electrode(rod),Filler rod 型钢Profile(Section) steel毛毡Felt石棉橡胶板Asbesto(u)s-rubber plate工字钢I steel扁钢Flat bar圆钢Rod锅炉钢板Boiler steel plate方钢Square steel轻轨Light standard rail巴氏合金Babbitt (metal)合金alloy尼龙Nylon沉孔Recess hole倒角Chamfer圆角Fillet低碳钢Mild steel高锰钢manganese steeljunction 接点、交汇点（指河流、铁路等）五.水泥工艺(Cement process)粘度viscosity 恩氏～:Engler ～～计:viscosimeter 料位计torque热传导系数thermal conduction coefficient安装(v) erect; install; fix; mount安装公司erection company除尘效率dedusting efficiency斜度inclination; slope额定功率Rated power一次的Primary二次的Secondary三次的Tertiary仪表用气Instrument air净化,使洁净,清洗leak泄漏量leakage quantity出口,出路,漏孔vent排气管vent pipe饱和蒸汽Saturated steam水龙头Tap; cock瞬时流量Instantaneous flow当地制造local fabrication抽吸式加热器suction heater筒底加热器barrel heater管路加热器strip type heater自动调节automatic regulating充氮装置Nitrogen loading unit分料溜子splitting chute升压装置booster unit(booster:火箭的助推器,电视机的放大器) 调试commissioning多功能multifunction主要参数main parameters额定流量系数rated flow coefficient死区dead space(area)轴axis; axle浇筑料castable沥青pitch烟煤bituminous coal, soft coal无烟煤anthracite, blind coal充气溜子aerating chute梁beam(豆子:bean)柱column空气炮air cannon; air shock开流open circuit圈流closed circuit金属探测器metal detector电磁除铁器magnetic separator补偿器compensator缸cylinder液压电机hydraulic motor防护围墙enclosure, fence粗帆布canvas = canvass,(vt.详细检查,讨论,游说)垫圈,填料,衬gasket(【海】束帆索)吸风(口),抽风(口),收尘(口)laden air二次浇注secondary casting(grouting)除(脱)水器water trap镀锌钢板galvanized steel plate旋转刀(桨)片rotative blades大块石膏lump gypsum(轮式)装载机front-end loader缓凝剂retarder稳定性stability易磨性grindability易烧性burnability劈(裂,分)开split up倾向于incline to转子rotor异(非)常物tramp联锁interlock碰撞collision磨蚀wear and tear, abrasion使飞溅splash一般停车操作次序sequence of normal stop operation日常维修routine maintenance易损件easily worn-out parts链轮齿面tooth surface of sprocket图例,说明legend铺设laydomestic 家用的,民用的,本地的,局部的domestic water 生活用水decorate vt.& vi.装饰，装潢。

AbramsAbrams cone—Abrams 圆筒（坍落度筒）Abrams law—Abrams 定贝UAdmixture—外加剂宀化学外加剂Aggregate—骨料Absorptio n of water —吸水率Alkali-carb on ate reacti on —碱-碳酸盐反应Chloride—氯化物Clay—黏土comb in ati on of —结合criteria of accepta nee—接受准贝Ufrost resista nee—抗冻性gradi ng—级配Los An geles tes—洛杉矶实验Maximum size and water requireme nt—最大粒径和需水量Mecha ni cal properties—力学性能Moisture —含水率organic substa nee—有机杂质porosity —孔隙率sieve an alysis-筛分分析S.S.D—饱和面干sulphate —硫酸盐water requireme nt —需水量Aggressive CO2—侵蚀介质CO2Alite —xx 特Ammon ium salts—铵盐Amorphous silica—无定形二氧化硅ASR Alkali-silica-reaction in aggregat—骨料中的碱-硅反应: BBelite—贝利特Blast furn ace ceme n—矿渣水泥Bleedi ng—泌水con crete in floor —地板混凝土grout —水泥浆in flue nee of steel bond—钢筋粘结的影响in flue nee of tran siti on zone—过渡区的影响mortar —砂浆BolomeyCCapillary porosity—毛细管孔隙率Capillary pressure—毛细管压力Carb on ati on—碳化Characteristic stre ngth—特征强度Chemical admixtures 一化学外加剂Air entraining age nts(AEA—弓丨气剂use in shotcrete—在喷射混凝土中的应用ASR in hibitor—碱-硅反应抑制剂Corrosi on in hibitors —防腐剂Classification—分类Harde ning accelerators—促硬剂Hydrophobic admixtures—防水剂High-range water reducers superplasticizers-高效减水齐U （超塑化齐U）Retarders—缓凝剂Sett ing accelerators—促凝剂Use in shotcrete—用于喷射混凝土中Sila nes—硅烷Shrin kage-reduc ing admixtures—减缩剂SRA^ Shrin kagereduc ing admixturesSuperplasticizers—高效减水剂（超塑化剂）Mecha nism of acti on of—作用机理Slump loss/retention —坍落度损失/保持Multifunctional —多功能的Use in shotcrete—用于喷射混凝土中Use to increase strength/durability —用于提高强度/耐久性Use to reduce ceme n—用于减少水泥Use to in crease workability—用于提高工作性Viscosity modifyi ng age nts—黏度调节齐UVMA T> Viscosity modifyi ng age ntsWater-reducers—减水剂Ceme nt—水泥Norms —标准Set regulator —调凝剂Sett in g—凝结Stre ngth —强度Chloride—氯化物Diffusion —扩散Compactability —密实性Compact ing factor—密实系数Composite ceme nt—复合水泥Composite Portla nd ceme nt—复合硅酸盐水泥Con crete—混凝土Damage^ deteriorati on 损伤宀劣化DE—延迟钙矶石形成Degree of compaction—密实度In shotcrete —喷射混凝土Degree of con solidation—密实度Degree of hydratio n—水化程度Depassivation—去钝化Deteriorati on —劣化Drying shri nkage — shri nka干缩—攵缩DSP一致密小颗粒混凝土Durability —耐久性Capillary porosity—毛细管孔隙率Con crete cover—混凝土保护层Exposure classe—暴露等级Long term durability —长期耐久性Deteriorati on —劣化Manu facture —生产Placi ng—浇筑Prestressed—预应力Rei nforced—增强Corrosion of reinforcement —钢筋的腐蚀Promoted by carbonation —碳化引起Promoted by chloride —氯化物引起Cracki ng—开裂Creep—徐变Basic—基本Drying—干燥In flue nee of creep on drying shri nkage—徐变对干缩的影响Predicti on of creep in con crete structures—混凝土结构的徐变预测Cored con crete—混凝土芯样Curi ng—养护In flue nee of curing on durability —养护对耐久性的影响In flue nee of curi ng on con crete stren gth—养护对混凝土强度的影响Membra ne —薄膜Wet curi ng —湿养C3A—铝酸三钙C4AF—铁铝酸四钙C3S—硅酸三钙2S—硅酸二钙C-S-H—水化硅酸钙EEn trai ned air 一引气In flue nee on freez ing—对抗冻性的影响In flue nee on stren gth —对强度的影响En trapped air—夹杂气体Ettri ngite —钙矶石Primary—一次See on dary—二次Expansive agents — Shrinkage eompensating cone膨胀剂宀收—!补偿混凝土FFibre-i nforced con erete ( FRC—纤维增强混凝土Applieation of FRC—纤维增强混凝土的应用Craek-free con erete 一无裂缝混凝土Tough ness of con erete—混凝土的韧性Impact stre ngth —冲击强度In shotcrete —喷射混凝土Metallic fibre —金属纤维Polymer min i-fibre —聚合物微纤维Polymer macro-fibre—聚合物大纤维Polymer structure PVA fibres—聚合物结构聚乙烯醇纤维Fictitious thick ness—虚拟厚度Fire en dura nee of con crete 一混凝土的耐火性Behavior of concrete during fire 一混凝土在火中的行为Behavior of high-stre ngth con crete duri ng fire —高强混凝土在火中的行为In flue nee of the aggregate—骨料的影响In flue nee of the con crete cover—混凝土保护层的影响In flue nee of the metallic fibres 一金属纤维的影响In flue nee of the loadi ng in service 一服役荷载的影响In flue nee of the polymeric fibres —聚合物纤维的影响Fly ash—粉煤灰Ben eficiati on —选矿Freez ing and thaw ing—冻融F u llerF u ller&Thompson 宀F u llerGGGBFS> slag磨细粒化高炉矿渣—矿渣Gluco nate—葡萄糖酸盐Glucose—葡萄糖Grout—浆体Gypsum—石膏HHeat—热Crack ing due to thermal gradie nts—温度梯度诱发开裂Of hydration—水化热Hydratio n —水化Of alumi nates—铝酸盐的水化Of silicates—硅酸盐的水化High-Performa nee Con crete—高性能混凝土High Stre ngth Con crete—高强混凝土Hooke law—Hooke 定律KKiln 一烧窑LLeachi ng—析浆Lightweight con crete—轻混凝土Glassificatio n—分类Expa nded clay—陶粒Lightweight aggregate—轻骨料In the Rome Pa ntheor—罗马万神殿Natural lightweight aggregate(pumice)—天然轻骨料(浮石) Shrin kage—收缩Structural —结构的Precast L. C-预制轻混凝土SCC L.—自密实轻混凝土Structural L. C for ready-mixed con crete—预拌结构轻混凝土Lig nosulpho nate—木素磺酸盐Lime—石灰Limest one—石灰石Ble nded ceme nt —混合水泥Lyse rule—Lyse 准贝UMMagn esium salts—镁盐Mass con crete—大体积混凝土Mix desig n—配合比设计Modulus—模数Of elasticity—弹性模量Of fineness—细度模数Mill —磨机Mun icipal Solid Waste In ci nerator —市政固体废物焚烧炉PPassivation—钝化Permeability—渗透性Pop-out 一凸起Porosity—孔隙率Capillary—毛细管孔隙Capillary porosity and stre ngth—毛细管孔隙率与强度Capillary porosity and elastic modulus—毛细管孔隙率与弹性模量Capillary porosity and permeability—毛细管孔隙率与渗透性Capillary porosity and durability—毛细管孔隙率与耐久性Gel—凝胶Macroporosity —大孔孔隙率Portla nd ceme nt—硅酸盐水泥Ble nded ceme nts —混合水泥Europea n n orm—欧洲标准Ferric 一铁相Manu facture —生产White —白色Powers—能源Pozzola n—火山灰Activity —活性In dustrial —工业的Pozzola nic ceme nt—火山灰水泥Precast con crete—预制混凝土Steam curi ng—蒸养Prescripti ons on con crete structures—混凝土结构的质量要求Con crete compositi on prescriptio ns—混凝土组成的质量要求Con crete performa nee prescriptio ns—混凝土性能的质量要求Con tractor prescripti ons —对承包商的要求RReactive Powder Con cret厂活性粉末混凝土Recycled con crete一再生混凝土Process of manu facturi ng recycled aggregate (RA一再生骨料的^ 口工工艺Properties of RA 一再生骨料的性能Con tam inant products—污染物Den sity of RA—再生骨料的密度Water absorption —吸水率Properties of con crete with RA—含有再生骨料混凝土的性能Relaxation—松弛Retemperi ng—重拌合SSegregation—离析SCS SeHCompact ing Con Crete—自密实混凝土Self-Compacti ng Con Crete-自密实混凝土Architectural 一装饰High stre ngth—高强Mass con crete—大体积混凝土Lightweight con crete—轻混凝土Shrin kage-compe nsati ng—收缩补偿Setti ng—凝结Shrin kage—收缩Drying shri nkage—干缩In flue nee of aggregate on drying shri nkage —骨料对干缩的影响In flue nee of high range water reducers on dry ing shri nkage—高效减水剂对干缩的影响In flue nee of workability on dryi ng shri nkage 一工作性对干缩的影响Predictio n of drying shri nkage in con crete structures—混凝土结构干缩的预测Plastic shrin kage—塑性收缩Standard shr in kage—标准收缩Shrin kage-compe nsat ing con crete-收缩补偿混凝土Expa nsive age nt—膨胀齐UCombi ned use of SRA and expa nsive agen—减缩剂和膨胀剂的结合应用Lime-based expa nsive age nt—石灰基膨胀剂Sulphoalu min ate-based expa nsive age nt—硫铝酸盐基膨胀剂Applicati on of shri nkage compe nsat ing con crete—补偿收缩混凝土的应用Joi nt-free architectural build ings—无缝装饰建筑Joi nt-free in dustrial floor 一无缝工业地板Repair of damaged con crete structures—损坏混凝土结构的修补Expa nsion of specime n vs. that of structure—试件的膨胀与结构的膨胀Restra ined expa nsion—约束膨胀SCC shri nkage-compe nsat ing con cret—自密实收缩补偿混凝土Shotcrete—喷射混凝土ACI recomme ndatio ns—ACI 建议Bond of shotcrete. to substrate—喷射混凝土与基层的粘结Chemical admixtures in—喷射混凝土的化学外加剂Alkali-free accelerators—无碱促进齐USodium silicate accelerators—硅酸钠促进齐UComposition of 一喷射混凝土组成Fibres in—喷射混凝土的纤维High performa nee—高性能喷射混凝土TTemperature—温度In flue nee of temperature on con crete stre ngth —温度对强度的影响In flue nee of temperature on site orga ni zatio n —温度对现场浇筑的影响In flue nee of steel bars on—配筋的影响Mineral additi ons in —矿物掺合料Nozzelman喷枪操作工Rebou nd—回弹Sieve an alysis-筛分Silica fume—硅灰Silica fume in high stre ngth con crete—高强混凝土中的硅灰Slag—矿渣Ceme nt—矿渣水泥Slump—坍落度Slump loss—坍落度损失SRA^ Shrin kage Reduci ng Admixture in Chemical Admixture 一化学外加剂中的减缩剂Standard deviation 一标准差Steam curi ng—蒸养Steel-co ncrete bond—钢筋-混凝土的粘结Stre ngth —强度Characteristic 一特征强度Class of ceme n—水泥的强度等级Class of con crete一混凝土的强度等级Compressive—抗压强度DSP con crete—细颗粒密实混凝土Flexural—抗折强度High-stre ngth con crete—高强混凝土Influence of compaction on 一密实性对强度的影响In flue nee of ceme nt on con crete 一水泥对混凝土强度的影响Influence of temperature on concrete —温度对混凝土强度的影响In flue nee of tran sition zone on —过渡区对强度的影响Of ceme nt paste—水泥浆的强度Of cored samples 一芯样的强度Of specime ns—试件的强度Stan dard deviati on—标准差Te nsile—抗拉强度Stress—应力Compressive—压应力Flexural—弯曲应力Ten sile 一拉应力Sulphate attack—硫酸盐侵蚀Superplsticizer 宀Chemical. admixtu超塑化剂—高效减水剂）T化学外加剂Plac ing in summer time 一夏季浇筑Plac ing in win ter time 一冬季浇筑Thaumasite—硅灰石膏Thermal gradie nts—温度梯度Tran siti on zone—过渡区VVebe—维勃Vibratio n —振动WWater—水And workability —水与工作性And stre ngth. —水与强度Addition on job site 一水的现场添加Water-ceme nt ratio —水灰比Workability —工作性And con solidation —工作性与密实性《A Novel Cable-E nhan ced,Wire-MeshRe in forceme nt for Structural Con crete toImprove Its Properties》。

E-Mail DatasheetAdd to My Materials Unit Display:EnglishPrinter Friendly DatasheetCP Titanium Grade 2Type AnalysisCarbon 0.10%Titanium 99.31%Nitrogen 0.03%Iron 0.30%Oxygen 0.250%Hydrogen 0.015%Other, Total 0.40% *For ASTM B 348-99 Carbon = 0.08% maximum and ASTM F 67-95 = 0.1% maximum."Other, Each" = 0.1% maximum and "Other, Total" = 0.4% maximum values applicable for ASTM B 348-99 only.General InformationDescriptionPure titanium undergoes an allotropic transformation from the hexagonal close-packed alpha phase to the body-centered cubic beta phase at a temperature of 882.5°C(1620.5°F).Commercially pure, or CP, titanium is unalloyed. At service temperature it consists of 100% hcp alpha phase. As a single-phase material, its properties are controlled by chemistry (iron and interstitial impurity elements) and grain size. CP Titanium is classified into Grades 1 through 4 depending on the yield strength and allowable levels of the elements iron, carbon, nitrogen, and oxygen. CP Ti Grade 2 has a minimum yield strength of 275 Mpa (40 ksi), and relatively low levels of impurity elements, which places it between Grades 1 and 3 in terms of strength. Grade 2 is widely used because it combines excellent formability and moderate strength with superior corrosion resistance. This combination of properties makes CP Grade 2 titanium a candidate for a large variety of chemical and marine as well as aerospace and medical applications.ApplicationsCP Titanium Grade 2 may be considered in any application where formability and corrosion resistance are important, and strength requirements are moderate. Some examples of aerospace applications have included airframe skins in "warm" areas, ductwork, brackets, and galley equipment. CP Ti Grade 2 has also been widely used in marine and chemical applications such as condensers, evaporators, reaction vessels for chemical processing, tubing and tube headers in desalinization plants, and cryogenic vessels. Other uses have included items such as jigs, baskets, cathodes and starter-sheet blanks for the electroplating industry, and a variety of medical applications.Corrosion ResistanceThe corrosion resistance of CP Ti Grade 2 is based on the presence of a stable, continuous, tightly adherent oxide layer. This layer forms spontaneously and immediately upon exposure to oxygen. If damaged, it re-forms readily as long as there is some source of oxygen (air or moisture) in the environment. In general, the higher the purity of CP Ti, the greater the corrosion resistance. CP Ti Grade 2, with its relatively low impurity levels, has been widely used because it is capable of performing well in many corrosion-critical applications such as marineenvironments and chemical processing. In seawater, it is fully resistant to corrosion at temperatures up to 315ºC (600ºF). The possibility of crevice corrosion must be considered, however, and components appropriately designed to avoid tight crevices.CP Ti Grade 2 is highly resistant to many chemical environments including oxidizing media, alkaline media, organic compounds and acids, aqueous salt solutions, and wet or dry hot gases. It also has sufficient corrosion resistance in liquid metals, nitric acid, mildly reducing acids, and wet chlorine or bromine gas (as long as a minimal amount of oxygen or water is present).Conditions under which CP Ti Grade 2 is susceptible to corrosion are strongly reducing acids, alkaline peroxide solutions, and molten chloride salts. Crevice corrosion can occur in hot halide or sulfate solutions (>1000 ppm at 75ºC or higher), which can be a consideration in marine applications.CP Ti Grade 2 is fully resistant to stress-corrosion cracking (SCC) in aqueous solutions, and is largely immune to SCC in general. Conditions under which CP Ti Grade 2 is susceptible to SCC include anhydrous methanol or methanol/halide solutions, red fuming nitric acid, nitrous oxide, liquid or solid cadmium and liquid mercury.CP Grade 2 titanium is susceptible to hydrogen embrittlement due to the formation of hydrides. Specifications for CP Ti Grade 2 mill products typically specify a maximum hydrogen limit of 150 ppm, but it is possible for degradation to occur at lower levels, especially in the presence of a notch. The presence of a notch or other stress raiser increases the detrimental effect, as hydrogen migrates to the notch area, raising the local concentration of hydrides. It is important to minimize hydrogen pickup during processing, particularly heat treating and acid pickling.Important Note:The following 4-level rating scale is intended for comparative purposes only. Corrosion testingis recommended; factors which affect corrosion resistance include temperature, concentration, pH, impurities,aeration, velocity, crevices, deposits, metallurgical condition, stress, surface finish and dissimilar metal contact. Sulfuric Acid Moderate Acetic Acid Excellent Sodium Hydroxide Moderate Salt Spray (NaCl)ExcellentSea Water Excellent Sour Oil/Gas Moderate Humidity Excellentz Erosion/Corrosion in Sea Waterz General Corrosion Rates in Various MediaPropertiesPhysical PropertiesDensity--0.1630lb/in³Mean Specific Heat73°F0.1250Btu/lb/°Fz Thermal ConductivityModulus of Elasticity (E)--15.0x 103 ksiBeta Transus--1650 to 1700°FAlpha Transus--1610 to 1660°FLiquidus Temperature--3020 to 3040°FElectrical Resistivity104°F294.8ohm-cir-mil/ft210°F367.0ohm-cir-mil/ft606°F601.7ohm-cir-mil/ftz Thermal ExpansionMagnetic PropertiesMagnetic Attractionz NoneTypical Mechanical Propertiesz Elevated Temperature Mechanical Propertiesz Fatigue Limitsz Room Temperature Mechanical Propertiesz Typical Mechanical Strengths Graph and Effect of Processing on Hardness GraphHeat TreatmentHeat treatments used for CP Ti are annealing and stress relieving. Annealing is used to fully soften the material and remove all residual stresses. Annealing of wrought products at typical temperatures (below the beta transus) results in a fully recrystallized equiaxed alpha structure. Precise control of grain size (and mechanical properties) can be achieved by adjusting the anneal temperature.Stress relieving is used to remove some or most of the residual stresses from forming, or to recover compressive yield strength after stretching.Titanium and its alloys have a high affinity for gases including oxygen, nitrogen and hydrogen. When CP Ti is heated in air, oxygen absorption results in the formation of an extremely hard, brittle, oxygen-stablized alpha phase layer known as alpha case.Intermediate and final annealing of CP Ti is often performed in a vacuum or inert gas atmosphere to avoid alpha case formation and the associated material loss. Vacuum annealing can also be used to remove excess hydrogen pickup, a process known as vacuum degassing. Parts to be vacuum heat treated must be thoroughly cleaned (see Cleaning Notes).z Typical Heat TreatmentsWorkabilityHot WorkingCP Ti Grade 2 can be processed by conventional techniques such as hot rolling, forging, and hot pressing. Temperatures for initial roughing may be as high as 30-50ºC (50-100ºF) above the beta transus, and temperatures for finish processing are typically in the alpha/beta phase field, ranging from about 815ºC (1500ºF) to about 900ºC (1650ºF).CP Ti Grade 2 can be formed by standard methods such as hot rolling, forging, spin forming, hydroforming, andhot pressing. Typically, more severe forming is done in the temperature range of 480-540ºC (900-1000ºF) andmilder forming from 200-315ºC (400-600ºF). Care must be taken to prevent the formation of excessive alphacase, and alpha case must be removed after processing.Cold WorkingCP Ti Grade 2 has good ductility and can be formed at room temperature by various standard methods includingbending, stretch forming, heading, stamping, and drawing. CP Ti work hardens fairly rapidly, which is a limitationin some operations, such as cold drawing. The Bauschinger effect results in a drop of up to 25% in compressiveyield strength upon stretching at room temperature; this drop can be recovered by stress relieving. Due to thelow modulus of titanium, springback allowances are significant. Hot sizing after cold forming is often used tocorrect for variations in springback.MachinabilityThe machining characteristics of CP Ti Grade 2 are similar to those of austenitic stainless steels. In general, lowcutting speeds, heavy feed rates, and copious amounts of cutting fluid are recommended. Sharp tools and rigidsetups are also important. Because of the strong tendency of titanium to gall and smear, feeding should never bestopped while the tool and workpiece are in moving contact. Non-chlorinated cutting fluids are generally used toeliminate any possibility of chloride-induced stress-corrosion cracking. It should be noted that titanium chips arehighly combustible and appropriate safety precautions are necessary.Following are typical feeds and speeds for CP Ti Grade 2.z Machinability Tablesz Typical Minimum Stock Removal RequirementsWeldabilityCP Ti Grade 2 can be welded using CP Ti filler metal. Inert gas shielding techniques must be employed to preventoxygen pickup and embrittlement in the weld area. Gas tungsten arc welding is the most common weldingprocess for CP Ti. Gas metal arc welding is used for thick sections. Plasma arc welding, spot welding, electron beam, laser beam, resistance welding, and diffusion welding have all been used successfully in CP Ti weldingapplications.Other InformationWear ResistanceCommercially pure Ti has a tendency to gall and is not recommended for wear applications.Descaling (Cleaning)Following heat treatment in air, it is extremely important to completely remove not only the surface scale, but theunderlying layer of brittle alpha case as well. This removal can be accomplished by mechanical methods such asgrinding or machining, or by descaling (using molten salt or abrasive) followed by pickling in a nitric/hydroflouricacid mixture.Titanium is also susceptible to hydrogen embrittlement, and care must be taken to avoid excessive hydrogenpickup during heat treating and pickling/chemical milling.Final heat treatments on finished parts must be performed in vacuum if machining or pickling is to be avoided.The cleanliness of parts to be vacuum heat treated is of prime importance. Oils, fingerprints, or residues remaining on the surface can result in alpha case formation, even in the vacuum atmosphere. In addition, chlorides found in some cleaning agents have been associated with SCC of titanium alloys. Parts to be vacuum heat treated should be processed as follows: thorough cleaning using a non-chlorinated solvent or aqueous cleaning solution, followed by rinsing with copious quantities of deionized or distilled (not regular tap) water to remove all traces of cleaning agent, and finally, drying. Following cleaning, parts must be handled with clean gloves to prevent recontamination of the surface.Applicable Specificationsz AMS 4902 (Sheet, Strip, Plate) z AMS 4941 (Welded Tubing)z AMS 4942 (Seamless Tubing) z AMS 4951 (Weld Filler Metal Wire)z ASTM B265 (Sheet, Strip, Plate) z ASTM B348 (Bar, Billet)z ASTM B367 (Castings) z ASTM F67 (Unalloyed Ti for Surgical Implants)z AWS A5.16-70 (Weld Filler Metal Wire and Rod)Forms Manufactured*SMART Coil is a registered trademark of Dynamet Holdings, Inc. licensed to Dynamet Incorporated.z Bar-Rounds z Bar-Shapesz Dynalube Coil z Ingotz Plate z Sheetz SMART Coil® Titanium Coil z Weld Wirez Wire z Wire-ShapesReferencesThe information in this publication was compiled from a variety of sources, including the following:Materials Properties Handbook: Titanium Alloys, ASM International, 1994Aerospace Structural Metals Handbook, Volume 4, CINDAS/Purdue University, 1998Titanium: a Technical Guide, ASM International, 1988Metals Handbook, Desk Edition, ASM International, 1984Specifications Book, International Titanium Association, 1999Metcut Research Associates Inc. dataDynamet technical papers and unpublished dataz Metallography - Microstructure ImagesDisclaimer:The information and data presented herein are typical or average values and are not a guarantee of maximum or minimum values. Applications specifically suggested for material described herein are made solely for the purpose of illustration to enable the reader to make his/her own evaluation and are not intended as warranties, either express or implied, of fitness for these or other purposes. There is no representation that the recipient of this literature will receive updated editions as they become available.Copyright 2009 Dynamet Holdings Inc. All rights reserved.Edition Date: 07/01/2000。

AMINO CROSSLINKERSPRODUCT GUIDE • CYMEL® Resins •WorldwideAll About Resins FACTS & FIGURESAbout usdimately3Amino ResinsAllnex's expertise in crosslinking technology is part of our corporate heritage and the foundation to our leadership in supplying the market for amino resins. This brochureprovides product characteristics, compositional information and brief general comments on CYMEL ® amino crosslinkers used in industrial coatings applications includingautomotive, Original Equipment Manufacturers (OEM),kitchen cabinets, metal food and beverage packaging, metal building products and general metal finishing.Our new CYMEL formaldehyde-free crosslinkers are ideal for applications where formaldehyde emissions are a concern.Amino crosslinkers are used with epoxy, polyester, acrylic and alkyd resins and provide the desired balance offlexibility, exterior durability, chemical resistance and film toughness.Allnex's Goals in Research and DevelopmentSeveral factors drive Allnex's research and development efforts. Allnex focuses on gaining a fundamentalunderstanding of the technical challenges encountered by our customers as they work towards improving their formulations. Allnex also focuses on offering solutions quickly and cost-effectively. Equally important is ourcommitment to developing new products that fulfill long-standing needs of the industries we serve. Our technical specialists routinely visit customer locations, worldwide, to assist them in resolving problems and accelerating development of better products.True Customer CommitmentWith our extensive portfolio of liquid resin & additive, radiation cured and powder coating resin & additive, and crosslinker technologies, we are ideally positioned to help customers find the solutions to all of their coating challenges. We are dedicated to delivering value through the development of innovative, market-leading, high quality products that offer enhanced performance, increased ease-of-use, environmental compliance and reduced cost.IntroductionHigh Solids Methylated Melamine Resins ...............4Highly Methylated Melamine Resins ....................... 4Methylated High Imino Melamine Resins ................5Partially Methylated Melamine Resins .. (5)High Solids Mixed Ether Melamine Resins ............. 6 Highly Alkylated Melamine Resins ........................... 6High Imino Melamine Resins (7)Butylated Melamine Resins ....................................... 8n-Butlyated Melamine Resins ................................... 8Highly n-Butylated Melamine Resins ........................8n-Butylated High Imino Melamine Resins .............. 9iso-Butylated Melamine Resins (9)High Solids Urea Resins ........................................... 10Methylated Resins .................................................... 10Butylated Resins . (10)Butylated Urea Resins .............................................. 12n-Butylated Urea Resins ........................................... 12iso-Butylated Urea Resins . (13)Benzoguanamine and Glycoluril Resins ............... 14Benzoguanamine Resins ......................................... 14Glycoluril Resins .. (15)Formaldehyde Free Resins ...................................... 16CYMEL NF 2000 ........................................................ 16CYMEL NF 3041 .. (16)Table of ContentsHighly Methylated Melamine ResinsHighly methylated melamine resins consist of commercial versions of hexamethoxymethylmelamine (HMMM). They differ primarily in their degree of alkylation and monomer content. All are efficient crosslinking agentsfor hydroxyl, carboxyl and amide functional polymers. The practical equivalent weight for most of the resins is 130-180. Advantages are low VOCs; high film flexibility and toughness when used with inherently flexible backbone resins; excellent formulation stability, especially in waterborne systems formulated at a pH of 8-9; good mar resistance; and good intercoat adhesion properties. As typical with melamine resins, all are low in color and color development, have excellent exterior durability and good heat resistance. Because of their high extent of alkylation, the resins in this series require the addition of a strong acid catalyst for acceptable cure response when bakedat 125-150°C. Typically, 0.2- 0.4% p-toluene sulfonic acid based on total binder solids is recommended. The optimum concentration of acid catalyst depends on the basicity of the other components in the formulation and should be determined experimentally. Using a blocking amine forthe acid catalyst and adding a stabilizing alcohol to the formulation can enhance formulation stability.High Solids Methylated Melamine Resins4Methylated High Imino Melamine ResinsMethylated high imino melamine resins are partially methylolated and highly alkylated. These characteristics result in resins containing a significant concentration of alkoxy/imino or high NH functionality. The advantagesare fast cure response at 120-150°C without the need for strong acid catalysts, fast cure response in waterborne formulations, high film hardness, and low formaldehyde release on cure. In addition to reacting with hydroxyl, carboxyl and amide functionality on polymers, these resins also self-condense readily. Therefore, their practical equivalent weight is typically 180-240. They too, can be stabilized by adding tertiary amine and stabilizing primary alcohol to the formulation. Compared to their highly alkylated counterparts, the imino resins usually result in slightly less flexible coatings and slightly higher VOCs when used in solvent-based systems.Partially Methylated Melamine ResinsPartially methylated melamine resins are highly methylolated and partially alkylated. They cure well at 125-150°C without the need to add a strong acid catalyst. The acidity of most polymers used in thermoset coatings is sufficient to catalyze their reaction. Their film performance properties are similar to those of the high imino resinsin the previous category. In addition to reacting with the hydroxyl, carboxyl and amide functionality of polymers they, too, can self-condense readily. Their practical equivalent weight is also 180-240. As with all melamine resins, they can be stabilized by adding amine and stabilizing alcohol to the formulation. The major limitation of these products is high formaldehyde release on baking, primarily due to their high free methylol content.Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.5Highly Alkylated Melamine ResinsThe highly alkylated melamine resins in thiscategory are similar to the commercial versions of hexamethoxymethylmelamine (HMMM) except for the type of alkylation alcohol. The resins contain combinations of methoxy sites and longer chain length alkoxy sites (ethoxy, n-butoxy or iso-butoxy). They also differ from each other in their degree of alkylation and monomer content. Longer chain length alkoxy sites impart lower viscosity, improved flow and leveling, and intercoat adhesion. All of the resins in the series are efficient crosslinking agents for hydroxyl, carboxyl and amide functional polymers. The practical equivalent weight for most is 140-200. Other advantages are low VOCs; high film flexibility and toughness when used with inherently flexible backbone resins; excellent formulation stability, especially in waterborne systems at a pH of 8-9 and good mar resistance properties. Because of their high extent of alkylation, the resins in this series require the addition of a strong acid catalyst for acceptable cure response when baked at 125-150°C. Typically, 0.2-0.4% p-toluene sulfonic acid based on total binder solids is recommended. The optimum concentration of acid catalyst depends on the basicity of the other components in the formulation and should be determined experimentally. The use of a blocking amine for the acid catalyst and the addition of a stabilizing alcohol to the formulation should enhance formulation stability.High Solids Mixed Ether Melamine Resins6High Imino Melamine ResinsThe high imino melamine resins in this category are similar to those in the high imino methylated melamine series in that they are partially methylated and highly alkylated. They differ from methylated melamine resins in the type of alkylation alcohol, and they contain combinationsof methoxy sites and n-butoxy sites. The butoxy sites impart improved flow and leveling and intercoat adhesion properties. As in the methylated series, their composition contains primarily alkoxy/imino or alkoxy/NH functionality. The advantages are fast cure response at 120-150°C without the need for strong acid catalyst addition; fast cure response in waterborne formulations; high film hardness; and low formaldehyde release on cure. In addition to reacting with hydroxyl, carboxyl and amide functional polymers, the resins also self-condense readily. Therefore, their practical equivalent weight is typically 200-250. They, too, can be stabilized by amine and stabilizing alcohol addition to the formulation.Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.7n-Butylated Melamine Resinsn-butylated resins in this category are very polymeric in nature. They differ in extent of methylolation, butylation and polymerization. In general, higher extents of methylolation and butylation result in more hydrophobic resins with lower viscosities, higher stability, slightly higher film flexibility, film gloss and adhesion but slower cure response. Higher extents of polymerization result in faster film property development but also in higher viscosities, and therefore higher VOCs. None of the resins in this category require the addition of a strong acid catalyst for adequate cure at 125-150°C. Usually, the acidity of the other resin components in the formulation results in sufficient catalysis. In addition to reacting with hydroxyl, carboxyl and amide functionalities on polymers, these resinsself-condense readily. Their practical equivalent weight is typically 220-280 on a solids basis, High concentrations of the melamine resins in the formulation result in high film hardness and improved exterior durability but, possibly, lower film flexibility and lower adhesion properties. They, too, can be stabilized by adding amines and stabilizing alcohol to the formulation.Highly n-Butylated Melamine ResinsHighly butylated melamine resins are similar to the commercial versions of hexamethoxymethylmelamine (HMMM), except they are n-butylated. They also are slightly more oligomeric than their methylated counterparts.The butylation or butoxy sites impart improved flow and leveling and intercoat adhesion properties. However,cure response is slower than that of the resins in the methylated category. Yet, highly butylated melamine resins, are efficient crosslinking agents for hydroxyl, carboxyl and amide functional polymers. The practical equivalent weight is 160-220. Other advantages are high film flexibility and toughness when used with inherently flexible backbone resins; excellent formulation stability; and good mar resistance properties. Because of their high extent of alkylation, the resins require the addition of a strong acid catalyst for acceptable cure response when baked at 125-150°C. Typically 0.2-0.4% p-toluene sulfonic acid based on total binder solids is necessary. The optimum concentration of acid catalyst depends on the basicity of the other components in the formulation and should be determined experimentally. The use of a blocking amine for the acid catalyst and the addition of a stabilizing alcohol to the formulation should enhance formulation stability.Butylated Melamine Resins(1) = Foil solids 45 min at 45°C (2) = Pan solids 60 min at 100°C (3) = Pan solids 120 min at 105°C (4) = Pan solids 120 min at 120°C8n-Butylated High Imino Melamine ResinsButylated high imino melamine resins are similar to those in the high imino methylated melamine series; they are partially methylolated and highly alkylated. They differ from the high imino methylated melamine resins in that they are n-butylated. The butoxy sites impart improved flow and leveling and intercoat adhesion properties.As in the methylated series, their composition contains primarily alkoxy/imino or alkoxy/NH functionality. The advantages are fast cure response at 120- 150°C without the need to add a strong acid catalyst; high film hardness; and low formaldehyde release on cure. In addition to reacting with hydroxyl, carboxyl and amide functionality on polymers, the resins self-condense readily. Therefore, their practical equivalent weight is typically 160-220. They can be stabilized by the addition of an amine and a stabilizing alcohol to the formulation. iso-Butylated Melamine ResinsThe iso-butylated melamine resins in this category are similar to polymeric n-butylated resins and differ only in that they are "iso" rather than "n"-butylated. It is generally believed that iso-butylated melamine resins cure faster than n-butylated resins, although differences in extentof methylolation, alkylation and polymerization are believed to be more significant factors with respect to cure response. The comments made previously concerning the n-butylated resins also apply to the iso-butylated resins.Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.910Methylated ResinsMethylated urea resins were designed for waterborne and solvent-based formulations for interior and non-UV resistant applications. They differ from each otherprimarily in their extent of methylolation and methylation. As with other amino resins for coatings, higher extents of alkylation result in improved compatibility with most binders, improved stability; and better flow and leveling, but slower cure response. None of these resins require the addition of a strong acid catalyst for acceptable cure response at 125°C. The acidity of the other components in a formulation usually is sufficient for catalysis. For very low temperature cure systems, those for wood finishes, for example, a 2-component formulation is necessary. In such formulations, the acid catalyst is added to the fully-formulated system just prior to use. If the bake temperature is around 70°C, a concentration of 1-2% on total binder solids of a strong or weak acid is recommended. In general, urea resins react with thehydroxyl, carboxyl and amide functional sites on polymers, but they also have a high tendency for self-condensation. Their practical equivalent weight is in the range of 180- 260. The use of a blocking amine for the acid catalyst and the addition of a stabilizing alcohol to the formulation enhances formulation stability. The latter approach is recommended for 2-component formulations.Butylated resinsThe one resin in this category, CYMEL U-80 resin, issimilar in composition to several of the methylated resins, except that its alkylation alcohol is n-butanol. This resin is also recommended for interior and non-UV resistant coatings; it is used primarily in solvent-based systems. It is very hydrophobic and stable but slower curing than its methylated counterparts. A strong acid catalyst is recommended for acceptable cure response at 125°C. Other formulation details are the same as those given for methylated resins.High Solids Urea ResinsHigh Solids Urea ResinsProduct availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.11n-Butylated Urea ResinsThe urea resins in this category are all partially n-butylated and very polymeric in nature. They differ in extent of methylolation, butylation, and polymerization. In general, higher extents of methylolation and butylation result in more hydrophobic resins with lower viscosities, higher stability, and slightly higher film toughness, film gloss and adhesion but slower cure response. Higher extents of polymerization result in faster film property development but also in higher viscosities and, therefore, higher VOCs. None of the resins require the addition of a strong acid catalyst for adequate cure at 125°C. Usually, the acidity of the other resin components in the formulation is sufficient for catalysis. In addition to reacting with hydroxyl, carboxyl and amide functional polymers, the resins also selfcondense readily. Their practical equivalent weight is typically 220-300 on a solids basis. High concentrations of the urea resins in the formulation result inhigh film hardness, but, possibly, lower film toughness and lower adhesion properties. They can be stabilized by amine and stabilizing alcohol addition to the formulation. As with other urea resins,they are recommended for interior, non-UV resistant applications. The most typical applications are interior container coatings andButylated Urea Resins(1) = Pan solids 90 min at 105°C (2) = Pan solids 120 min at 105°C (3) = Pan solids 120 min at 120°C(4) = Pan solids 60 min at 100°C122-component solvent-based wood finishes, In the latter application, the acid catalyst is added to the fully-formulated system just prior to use. A concentration of 1-2% on total binder solids of a strongor weak acid is recommended for systems that require low bake temperatures - typically less than 70°C.iso-Butylated Urea ResinsThe iso-butylated urea resins in this category are similar tothe polymeric n-butylated resins, except that they are iso-butylated rather than n-butylated. It is generally believed that iso-butylated urea resins cure faster than n-butylated resins, although differences in extent of methylolation, alkylation and polymerization are believed to be more significant factors with respect to cure response. iso-butylated urea resins performin much the same way as n-butylated urea resins. That is, high concentrations of these resins in the formulation result in high film hardness, but, possibly, lower film toughness and lower adhesion properties. iso-butylated resins can be stabilized by adding amine and stabilizing alcohol to the formulation. They are recommended for interior and non·UV resistant applications, as well.Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.1314Benzoguanamlne ResinsBenzoguanamine resins are similar to melamine-based resins in that they, too, are triazine based, but in this instance, the triazine has a benzene group substitution. Therefore, they are less functional than melamine-based resins, and are not UV resistant. Benzoguanamine resins are noted for their enhanced film flexibility, or toughness, and for their chemical resistance. They are typically used in primers, container coatings, and appliance finishes. Usually, highly alkylated, monomeric benzoguanamine resins result in higher film flexibility than that which can be achieved with other types of resins, but they alsorequire the addition of a strong acid catalyst for adequate cure at temperatures greater than 125°C. Their practical equivalent weights are slightly higher than the practicalweights of their melamine counterparts and range from 160-220. The less alkylated polymeric resins only require the acidity of the other components in the formulation to cure adequately at greater than 125°C, but they have higher VOCs in a solvent-based formulation. Their practical equivalent weights are also slightly higher than those of their melamine counterparts and range from 200-260 on a solids basis. The use of a blocking amine and the addition of a stabilizing alcohol to the formulation should enhance formulation stability.(1) = Pan solids 120 min at 120°CBenzoguanamine and Glycoluril Resins(2) = Foil solids 45 min at 45°C(3) = Pan solids 120 min at 105°CGlycoluril ResinsGlycoluril resins are similar to their melamine resinscounterparts in that they, too, are based on a ring structure,glycoluril. Similar to benzoguanamine resins, they areless functional than melamine resins but are UV resistantand can be used in exterior coatings. Their advantagesare film toughness and flexibility, ability to adhere tometals, and low formaldehyde release on curing. There aretwo categories in the product line, unalkylated methylolglycoluril resins, and those which are highly alkylated.CYMEL 1172 is unalkylated, and was designed for water-based coatings with low temperature cure performanceproperties. The highly alkylated resin, CYMEL 1170, wasdesigned to replace HMMM where there is a desire toimprove film flexibility. The same comments concerninghighly alkylated monomeric melamine resins also apply tothe alkylated glycoluril resins.Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.15CYMEL® NF 2000CYMEL NF 2000 crosslinking agent is a unique trifunctional melamine-based crosslinker containing reactive carbamate functionality. It can be used to crosslink hydroxy- and epoxy containing polymers to give highly durable, acid-resistant films that exhibit a favorable balance of hardness and flexibility. An important feature of CYMEL NF 2000is that it does not contain or emit formaldehyde on cure.It can be employed as the sole crosslinker in a coatingor ink formulation, or it may be used at lower levels in combination with other crosslinkers, such as conventional amino resins or isocyanates, in order to obtain a balance of properties. CYMEL NF 2000 is recommended for high quality durable finishes such as automotive topcoats, exterior can varnishes and coil coatings. CYMEL NF 2000 reacts with hydroxy functional backbone resins at >125°C bake schedules to form urethane linkages. Cure can typically be accomplished without use of a catalyst to yield films that exhibit excellent hardness, chemical resistance, exterior durability and environmental etch resistance. Addition of low levels of acid catalyst (e.g. 0.5% dodecyl benzene sulfonic acid on binder solids) has been found to improve humidity resistance properties in some systems. Both catalyzed and uncatalyzed formulations show good 1K package stability at 23°C. CYMEL NF 2000 will react with carboxy functional backbone resins, but require bake temperatures >150°C. CYMEL NF 3041CYMEL NF 3041 is a partially n-butylated crosslinker agent designed for 2 pack ambient and heat cured formulations for industrial wood and plastic applications. These systems have excellent early hardness, resistance properties, appearance and hot/cold cycle flexibility. CYMEL NF 3041 is a very effective crosslinking agent for alkyd, polyester and acrylic polymers containing primary hydroxyl functionality. CYMEL NF 3041 resin requires the addition of an acid catalyst to the formulation in order to obtain effective cure for both ambient and heat cured applications. It is recommended to use 2.0% CYCAT 500 based on weightof total binder solids. However, the acidity of other formulation components may affect the reaction rate and should be evaluated in combination with the catalyst. Catalyzed potlife can be extended by the addition of 10 to 20% primary alcohol on total binder solids. Methanol or ethanol is preferred to ensure early hardness development and sandability. The coatings demonstrate very good flow, gloss, early film hardness, early print resistance and chemical resistance.Formaldehyde Free Resins(1) = Foil solids 45 min at 45°C(2) = Pan solids 120 min at 105°C16Product availability can vary by usage location. Please contact your local Allnex representative regarding availability in specific countries and regions.1718All About ResinsNotice: Trademarks indicated with the ® or ™ are registered, unregistered or pending trademarks of Allnex Belgium SA or its directly orindirectly affiliated Allnex Group companies.Disclaimer: Allnex Group companies (“Allnex”) decline any liability with respect to the use made by anyone of the information containedherein. The information contained herein represents Allnex's best knowledge thereon without constituting any express or implied guaranteeor warranty of any kind (including, but not limited to, regarding the accuracy, the completeness or relevance of the data set out herein).Nothing contained herein shall be construed as conferring any license or right under any patent or other intellectual property rights of Allnexor of any third party. The information relating to the products is given for information purposes only. No guarantee or warranty is providedthat the product and/or information is adapted for any specific use, performance or result and that product and/or information do notinfringe any Allnex and/or third party intellectual property rights. The user should perform its own tests to determine the suitability for aparticular purpose. The final choice of use of a product and/or information as well as the investigation of any possible violation of intellectualproperty rights of Allnex and/or third parties remains the sole responsibility of the user.©2014 Allnex Group. All Rights Reserved.19XLR3001-EN-WW-0314 AFRICAASIAAUSTRALIAEUROPENORTH AMERICASOUTH AMERICAAllnex Global Operational HeadquartersSquare Marie Curie 111070 Anderlecht – BrusselsBELGIUM。

Register your product and get support atCEM220E N Quick Start Guide342AABa b c dBbacdabcd15O verview of parts 1These are the supplied parts needed to connect and install this unit.1 In-car audio system 2 Sleeve 3 Front panel4 Standard connector5 Trim plate (2 pieces)6 Rubber cushion7 Disassembly tools8 Screws 4 piecesConnect wiresF or cars with ISO connectors 2 31 Pull out the ISO connectors from cardashboard and connect them to the bigger end of the supplied standard connector.2 Connect the other end of the suppliedstandard connector to the unit. 3Connect the antenna and ampli fi er asillustrated, if applicable.C onnectorConnect to 1REAR LINE OUT R Rear right speaker2REAR LINE OUT L Rear left speaker 3SUB OUT Subwoofer 4ANTENNAAntennaFor cars with ISO connectors3 41 Connect the antenna and ampli fi er as illustrated, if applicable.2 Cut off the bigger end of the supplied stan-dard connector.3Check the car’s wiring carefully and c onnect them to the supplied standard connector.4 Connect the supplied standard connector to the unit.1 G reen/black stripLeft speaker (Rear)2White/black stripLeft speaker (Front)3Gray/black stripRight speaker (Front)4Purple/black strip Right speaker (Rear)e R ED Ignition key +12V DCwhen ON/ACCf B LUE Motor/electric antennarelay control lead/Ampli fi er relay control leadg B LACK Groundh Orange/whiteIllumination switch iYELLOW T o the +12V car batterywhich is energized at alltimesAttach the front panel 51Insert the right side of the panel in thechassis until it is correctly engaged.2 Press the left side of the panel and pointthe left hole at the left pillar.3 Release the panel to engage the left side.4Attach the trim plate.Mount in the dashboard 51 If the car does not have an on-board drive or navigation computer, disconnect thenegative terminal of the car battery.If you disconnect the car battery in a carthat has an on-board drive or navigation computer, the computer may lose its memory.If the car battery is not disconnected,to avoid short-circuit, ensure that bare••wires do not touch each other.2 Remove the two screws on the top of the unit.3 Remove the mounting sleeve with the supplied disassembly tools.4 Ensure that car dashboard opening is within these measurements:5 Install the sleeve into the dashboard andbend the tabs outward to fi x the sleeve.6 Place the rubber cushion over the end of the bolt.7 Slide the unit into the dashboard until youhear a click sound.8Reconnect the negative terminal of the car battery.T urn on1 Press z to turn on the unit. T o turn off the unit, pressz for 3seconds.S et clock 1 PressMENU/DISP for 3 seconds.2 Press3 or4 repeatedly to until the cur-rently time is displayed.3 T urnz clockwise to set hour.4 Pressz to con fi rm.5 T urnz anti-clockwise to set minute.6 Pressz to con fi rm.View clock1 Press MENU/DISP repeatedly until the clock is displayed.•1to release the panel.2Insert the SD or MMC card into the cardslot.»T he unit starts playing from the SD/MMC card automatically.© 2008 Koninklijke Philips Electronics N.V.All rights reserved.。

Designation:B 130–02Standard Specification forCommercial Bronze Strip for Bullet Jackets 1This standard is issued under the fixed designation B 130;the number immediately following the designation indicates the year of original adoption or,in the case of revision,the year of last revision.A number in parentheses indicates the year of last reapproval.A superscript epsilon (e )indicates an editorial change since the last revision or reapproval.1.Scope*1.1This specification establishes general requirements for (commercial bronze)strip for manufacture of bullet jacket cups and ammunition components from Copper Alloy UNS No.C22000.21.2Values stated in inch-pound units are to be regarded as the standard except for grain size which is stated in metric units.SI values given in parentheses are for information only.2.Referenced Documents2.1The following documents of the issue in effect on date of material purchase form a part of this specification to the extent referenced herein:2.2ASTM Standards:B 248Specification for General Requirements for Wrought Copper and Copper-Alloy Plate,Sheet,Strip,and Rolled Bar 3B 601Classification for Temper Designations For Copper and Copper Alloys—Wrought and Cast 3B 846Terminology for Copper and Copper Alloys 3E 3Guide for Preparation of Metallographic Specimens 4E 8Test Methods for Tension Testing of Metallic Materials 4E 18Test Methods for Rockwell Hardness and Rockwell Superficial Hardness of Metallic Materials 4E 29Practice for Using Significant Digits in Test Data to Determine Conformance with Specification 5E 112Test Method for Determining Average Grain Size 4E 255Practice for Sampling Copper and Copper Alloys for the Determination of Chemical Composition 6E 478Test Methods for Chemical Analysis of Copper Alloys 6E 527Practice for Numbering Metals and Alloys (UNS)73.Terminology3.1For definition of terms related to copper and copper alloys,refer to Terminology B 846.4.Ordering Information4.1Order for product under this specification should include the following information:4.1.1Specification designation and year of issue,4.1.2Quantity or weight for each size,4.1.3Temper (Section 7),4.1.4Grain size of annealed temper (optional)(Section 9),4.1.5Dimensions:thickness,width,length,(Section 10),4.1.6How furnished:straight lengths or coils,4.1.7Heat identification or traceability,when required,4.1.8Certification,when required,and 4.1.9Mill test report,when required.4.1.10When material is purchased for agencies of the ernment,see Section 11.5.Materials and Manufacture 5.1Materials :5.1.1The material of manufacture shall be a cast bar,cake,slab,and so forth of copper alloy UNS No.C22000as specified in the ordering information.5.1.2In the event that heat identification or traceability is required,the purchaser shall specify the details desired.N OTE 1—Because of the discontinuous nature of the processing of castings into wrought products,it is not always practical to identify a specific casting analysis with a specific quantity of finished material.5.2Manufacturer :5.2.1The product shall be manufactured by such hot work-ing,cold working,and annealing processes as to produce a uniform wrought structure in the finished product.5.2.2The product shall be hot or cold worked to the finished size and subsequently annealed,when required,to meet the temper properties specified in the ordering information.5.2.3Edges —Slit edges shall be furnished unless otherwise specified in the contract or purchase order.1This specification is under the jurisdiction of ASTM Committee B05on Copper and Copper Alloys and is the direct responsibility of Subcommittee B05.01on Plate,Sheet,and Strip.Current edition approved Oct.10,2002.Published November 2002.Originally published as B 130–st previous edition B 130–95.2Refer to Practice E 527for an explanation of the unified numbering system (UNS).3Annual Book of ASTM Standards ,V ol 02.01.4Annual Book of ASTM Standards ,V ol 03.01.5Annual Book of ASTM Standards ,V ol 14.02.6Annual Book of ASTM Standards ,V ol 03.06.7Annual Book of ASTM Standards ,V ol 01.01.1*A Summary of Changes section appears at the end of this standard.Copyright ©ASTM International,100Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959,United States.6.Chemical Composition6.1The product shall conform to the composition pre-scribed in Table1.6.2These composition limits do not preclude the presence of other elements.Limits for unnamed elements may be established and determination required by agreement between manufacturer or supplier and purchaser.6.3Either copper or zinc may be taken as the difference between the sum of all elements analyzed and100%.Copper, when determined by difference,must conform to the require-ments of Table1.When all elements are analyzed,their sum shall be99.8%min.7.Temper7.1Tempers available under this specification,as defined in Classification B601,are as follows:7.1.1Cold-Rolled Tempers—For cold rolled strip,a temper designation from Table2shall be specified.7.1.2Annealed Tempers—For annealed tempered strip,a temper designation from Table3shall be specified.8.Mechanical Property Requirements8.1Tensile Strength of Rolled Tempers—The tension test shall be the standard test for all tempers of cold-rolled strip, and the acceptance or rejection.based upon mechanical prop-erties,shall depend only on the tensile strength which shall conform to the requirements prescribed in Table2.Tension test specimens shall be taken so the longitudinal axis is parallel to the direction of rolling.8.1.1Rockwell Hardness of Rolled Tempers—Since a Rock-well hardness test offers a quick and convenient method of checking commercial bronze for general conformity to the requirements for tensile strength,the approximate Rockwell hardness values for each of the cold-rolled tempers are given in Table2for general information and assistance in testing. 8.2Tensile Strength of Annealed Tempers—Annealed strip shall conform to the tensile property requirements prescribed in Table4.Tension test specimens shall be taken so the longitu-dinal axis is parallel to the direction of rolling.9.Grain Size of Annealed Tempers9.1In addition to the tensile properties prescribed in Table 4for strip,grain size may also be specified by the purchaser. When grain size is specified,the average grain size of the annealed strip shall be within the limits prescribed in Table3. At a magnification of753,the average grain size of selected areas79.8mm in diameter of each of two samples of annealed strip shall be determined on a plane parallel to the surface of the strip.10.Dimensions,Mass,and Permissible Variations10.1Thickness—The standard method of specifying thick-ness shall be in decimal fractions of an inch.The tolerances shall be as shown in Table5.10.2Width—The width tolerances of strip metal shall be as prescribed in Table6.10.3Length—The strip shall be furnished in straight lengths or in coils(rolls),as specified.Rolls shall consist of not more than three lengths,no one of which shall be less than10ft(3.05 m)in length.The tolerances for straight lengths shall be as prescribed in Table7.10.3.1Stock Lengths—When furnished in stock lengths with short lengths included,the schedule of short lengths shall be as prescribed in Table8.10.3.2Special Length—When special lengths are required, they shall be specified in the order.N OTE2—For the purpose of determining conformance with the dimen-sional requirements prescribed in this specification,any measured value outside the specified limiting values for any dimension may be cause for rejection.10.4Straightness Tolerances—The straightness tolerances shall be as prescribed in Table9.11.Purchases for the ernment11.1When specified in the contract or purchase order, product purchased for agencies of the ernment shall conform to the special government regulations specified in the Supplemental Requirements section as defined in the current issue of Specification B248.12.Workmanship,Finish,and Appearance12.1The material shall be free of defects,but blemishes ofa nature that do not interfere with normal commercial opera-tions are acceptable.It shall be well-cleaned and free of dirt.A superficialfilm or residual light lubricant is normally present and is acceptable unless otherwise specified.12.2The surfacefinish and appearance shall be the normal commercial quality for the alloy,thickness,and temper or-dered.When application information is provided with purchase order,the surface shall be that commercially producible for the application.Superficialfilms of discoloration,or lubricants,or tarnish inhibitors are permissible unless otherwise specified.13.Sampling13.1Sampling—The lot size,portion size,and selection of sample pieces shall be as follows:13.1.1Lot Size—40000lb(18144kg)or less material of the same mill form,temper,and thickness,subject to inspection at one time.13.1.2Portion Size—Sample pieces shall be selected from eight individual pieces and shall be taken so as to be represen-tative of those pieces.If the lot consists of less than eight pieces,a sample shall be taken from each individual piece.13.2Chemical Analysis:13.2.1The sample for chemical analysis shall be taken in accordance with Practice E255for product in itsfinal form taken from the pieces selected in13.1.2and combined into oneTABLE1Chemical RequirementsCopper Alloy UNS No.C22000 Element Composition Copper89.0–91.0 Lead,max0.05Iron,max0.05Bismuth,max0.006Zincremaindercomposite sample.The minimum weight of the composite sample shall be 150g.13.2.2Instead of sampling as directed in 13.2.1,the manu-facturer shall have the option of sampling at the time the castings are poured or samples taken from the semifinished product.If the manufacturer determines the chemical compo-sition of the material during the course of manufacture,he shall not be required to sample and analyze the finished product.13.2.2.1When samples are taken at the time the castings are poured,at least one sample shall be taken from each group of castings poured from the same source of molten metal.13.2.2.2When samples are taken from semifinished prod-uct,a sample shall be taken to represent each 10000lbs (5000kg)or fraction thereof,except that no more than one sample shall be required per piece.13.2.2.3Only one sample need be taken from the semifin-ished product of one cast bar from a single melt charge continuously processed.13.3Samples for All Other Tests —Samples for all other tests shall be taken from the sample portions selected in 13.1.2and be of an convenient size to accomodate the test and comply with the requirements of the appropriate product specification and test method.14.Number of Tests and Retests 14.1Test :14.1.1Chemical Requirements :14.1.2When samples are taken at the time the castings are poured,at least one sample shall be analyzed for each group of castings poured simultaneously from the same source of molten metal.14.1.3When samples are taken from the semifinished or finished product,at least one sample representative of the product of each cast bar from a single melt charge continuously processed with heat identity maintained shall be analyzed.14.2Mechanical Properties and Grain Size —Unless other-wise provided in the product specification,test specimens shall be taken from two of the sample pieces selected in accordance with 13.1.2.The required tests shall be made on each of the specimens so selected.14.3Other Tests —For other tests,test specimens shall be taken from four of the sample pieces selected in accordance with 13.1.2.The required tests shall be made on each of the specimens so selected.14.4Retests :14.4.1If the chemical analysis of the specimens prepared from samples selected in accordance with 13.1.2fails to conform to the specified limits,analysis shall be made on a new composite sample prepared from the pieces selected in accordance with 13.1.2.14.4.2If one of the two tests made to determine any of the mechanical or grain size requirementss fails to meet a specified limit,this test shall be repeated on the remaining pieces,maximum of two,selected in accordance with 13.1.2,and the results of both of these tests shall comply with the specified requirements.TABLE 2Tensile Strength Requirements and Approximate Rockwell Hardness Values for Cold-Rolled StripRolled Temper DesignationTensile Strength,ksi A (MPa B )Approximate Rockwell Hardness C Standard Former Min Max B Scale Superficial 30-TH01Quarter-hard 40(275)50(345)27–5634–54H02Half-hard47(325)57(395)50–6650–61H03Three-quarter hard 52(355)62(425)59–7155–64H04Hard57(395)66(455)65–7560–67H06Extra-hard 64(440)72(495)72–7964–69H08Spring69(475)77(530)76–8167–70H10Extra-spring72(495)80(550)78–8368–71A ksi =1000psi.BSee Appendix X1.CRockwell hardness values apply as follows:The B scale applies to metal 0.020in.(0.058mm)in thickness and over;the 30-T scale applies to metal 0.012in.(0.305mm)in thickness and over.TABLE 3Grain Size Requirements of Annealed StripAnnealed Temper DesignationGrain Size,mmStandard Nominal Average MinMax OS0150.015A0.025OS0250.0250.0150.040OS0350.0350.0250.050AAlthough no minimum grain size is required,this material must be fully recrystallized.TABLE 4Tension Test Requirements of Annealed StripAnnealed Temper Designation Thickness of Annealed Tempers,in.(mm)Tensile Strengthmin.ksiA(MPa B )Elongation in 2in.(50.8mm),min,%Standard OS0150.005to 0.010(0.127to 0.254),incl38(260)15Over 0.010to 0.050(0.254to 1.27),incl38(260)25Over 0.050to 0.100(1.27to 2.54),incl38(260)27Over 0.100(2.54)38(260)30OS0250.005to 0.010(0.127to 0.254),incl36(250)20Over 0.010to 0.050(0.254to 1.27),incl36(250)30Over 0.050to 0.100(1.27to 2.54),incl36(250)32Over 0.100(2.54)36(250)35OS0350.005to 0.010(0.127to 0.254),incl34(240)25Over 0.010to 0.050(0.254to 1.27),incl34(240)35Over 0.050to 0.100(1.27to 2.54),incl34(240)38Over 0.100(2.54)34(240)40A ksi =1000psi.BSee AppendixX114.4.3If any test specimen shows defective machining or develops flaws,it may be discarded and another specimen substituted.14.5Chemical Analysis —Chemical analysis shall be deter-mined as the average of at least two replicate determinations for each element specified.15.Specimen Preparation15.1In the grain size test,all specimens shall be prepared as specified in Guide E 3.15.2In the tension test,all strip less than 3⁄4in.-wide shall be pulled in full size when practicable.Machined test specimens shall be as specified in Test Method E 8,Fig.1,for sheet type specimens.15.3Chemical Composition —The composite sample for laboratory analysis shall,in case of disagreement,be prepared in accordance with Practice E 255.16.Test Methods16.1The properties and chemical compositions enumerated in this specification shall,in case of disagreement,be deter-mined in accordance with the following ASTM methods:TestASTM DesignationChemical Analysis E 478Tension E 8AGrain SizeE 3,E 112Rockwell hardness E 18___________AThe tension test specimen shall conform to the dimensions shown in Fig.1of Test Methods E 8.16.2Measurement of Dimensions —At least ten strips shall be selected to be representative of the lot of material.The dimensions of each strip shall be measured.Measurements for thickness shall be made over the entire width of the strip,in at least three different places not less than 1ft from each end,and at such other points as may be selected.17.Significance of Numerical Limits17.1For purposes of determining compliance with the specified property limits for the properties listed in the follow-ing table,an observed value of a calculated value shall be rounded as indicated in accordance with the rounding method of Practice E 29:PropertyRounded Unit for Observed or Calculated Value Chemical composition nearest unit in the last right-hand place Hardnessof figures of the specified limits.Tensile strength nearest ksi (nearest 5MPa)Grain size:Up to 0.055mm,incl nearest multiple of 0.005mm Over 0.055to 0.160mm,inclnearest 0.01mmElongation:5%and overnearest 1%TABLE 5Thickness TolerancesThickness Tolerances,plus and minus,A in.Thickness,in.8in.and under in WidthOver 8to 14in.,incl,inWidthOver 14to 20in.,incl,inWidth0.004and under 0.0003(0.008)0.0006(0.015)......Over 0.004to 0.006,incl 0.0004(0.010)0.0008(0.020)0.0013(0.033)Over 0.006to 0.009,incl 0.0006(0.015)0.0010(0.025)0.0015(0.038)Over 0.009to 0.013,incl 0.0008(0.020)0.0013(0.033)0.0018(0.046)Over 0.013to 0.017,incl 0.0010(0.025)0.0015(0.038)0.002(0.051)Over 0.017to 0.021,incl 0.0013(0.033)0.0018(0.046)0.002(0.051)Over 0.021to 0.026,incl 0.0015(0.038)0.002(0.051)0.0025(0.064)Over 0.026to 0.037,incl 0.002(0.015)0.002(0.051)0.0025(0.064)Over 0.037to 0.050,incl 0.002(0.015)0.0025(0.064)0.003(0.076)Over 0.050to 0.073,incl 0.0025(0.064)0.003(0.076)0.0035(0.089)Over 0.073to 0.130,incl 0.003(0.076)0.0035(0.089)0.004(0.102)Over 0.130to 0.188,incl0.0035(0.089)0.004(0.102)0.0045(0.114)AWhen tolerances are specified as all plus or all minus,double the values given.TABLE 6Width TolerancesSlit Metal and Slit Metal with Rolled EdgesWidth Tolerances A Plus andMinus,in.(mm)Width,in.(mm)0.004to 0.032in.(0.102to 0.813mm),incl,in Thickness Over 0.032to 0.188in.(0.813to 4.78mm),incl,in Thickness2(50.8)and under 0.005(0.13)0.010(0.25)Over 2to 8(50.8to 203),incl 0.008(0.20)0.013(0.33)Over 8to 14(203to 356),incl 0.010(0.25)0.015(0.38)Over 14to 20(356to 508),incl 0.013(0.33)0.018(0.46)Width Tolerances,APlus andMinus,in.(mm)Width,in.(mm)1⁄16in.Over 1⁄16to Over 1⁄8in.(1.59mm)1⁄8in.(1.59(3.18mm)in and Under in to 3.18ThicknessThicknessmm)incl,in Thicknesses20(508)and under1⁄32(0.79)3⁄64(1.2)1⁄16(1.6)AWhen tolerances are specified as all plus or all minus,double the values given.TABLE 7Length Tolerances for Straight LengthsN OTE 1—The following length tolerances are all plus;if all minus tolerances are desired,use the same values;if tolerances are desired plus and minus,halve the values given.Length TolerancesLength,ft (m)in.mm Specific lengths,mill lengths,multiple lengths,and specific lengths with ends10(3.05)and under1⁄464Over 10to 20(3.05to 6.10),incl1⁄213Stock lengths and stock lengths with ends1A25AAAs stock lengths are cut and placed in stock in advance of orders,departure from this tolerance is notpracticable.18.Inspection18.1The manufacture shall inspect and make the test necessary to verify that the product furnished conforms to the requirements of this specification.18.2If,in addition,source inspection of the material by the purchaser is agreed upon by the manufacturer and the pur-chaser as part of the purchase contract,the nature of the facilities needed to satisfy the inspector representing the purchaser that the product is being furnished in accordance with this specification shall be included in the agreement.All tests and the inspection shall be conducted so as not to interfere unnecessarily with the operation of the works.18.3The manufacturer and the purchaser,by mutual agree-ment,may accomplish the final inspection simultaneously.19.Rejection and Rehearing 19.1Rejection :19.1.1Product that fails to conform to the specified require-ments when inspected or tested by the purchaser or his agent may be rejected.19.1.2Rejection should be reported to the manufacturer or supplier promptly and in writing.19.1.3In case of dissatisfaction with the results of the test,the manufacturer or supplier may make claim for a rehearing.19.2Rehearing —As a result of product rejection,the manu-facturer or supplier may make a claim for a retest to be conducted by the manufacturer or supplier and the purchaser.Samples of the rejected product shall be taken in accordance with this specification and subjected to test by both parties using the test method(s)specified in this specification,or alternatively,upon agreement of both parties,an independent laboratory may be selected for the test(s)using the test method(s)specified in this specification.20.Certification20.1When specified in the purchase order or contract,the purchaser shall be furnished certifications that samples repre-senting each lot have been tested or inspected as directed in this specification and that the requirements have been met.21.Test Report21.1When specified in the purchase order or contract,a report of the test results shall be furnished.22.Packing,Marking,Shipping,and Preservation22.1Packaging —The product shall be separated by size,composition,and temper,and prepared for shipment in such a manner as to ensure acceptance by common carrier for transportation and to afford protection from the normal hazards of transportation.22.2Package Markings —Each shipping unit shall be leg-ibly marked with the purchase order number,metal alloy designation,temper,size,shape,gross and net weight,and name of supplier.The specification number shall be shown,when specified.23.Keywords23.1ammunition components;bronze;bullet jackets;strip;UNS No.C22000TABLE 8Schedule of Minimum Length and Maximum Weight of Ends for Mill Lengths,Specific Lengths with Ends andStock Lengths with EndsNominal Length,ft (m)0.050in.(1.27mm)and Under in ThicknessOver 0.050to 0.125in.(1.27to 3.18mm)incl,in ThicknessOver 0.125to 0.250in.(3.18to 6.35mm)incl,in ThicknessMinimum Length of Shortest Piece Maximum Permissible Weight of Ends,%of Lot WeightMinimumLength ofShortest PieceMaximum Permissible Weight of Ends,%ofLot Weight MinimumLength ofShortest PieceMaximum Permissible Weight of Ends,%ofLot Weight ftm ft m ft m 6to 8(1.83to 2.44),incl 4 1.22204 1.222530.914308to 10(2.44to 3.05),incl 6 1.83255 1.52304 1.223510to 14(3.05to 4.27),incl72.13306 1.83355 1.5240TABLE 9Straightness TolerancesMaximum Edgewise Curvature (depth of arc)in any 72-in.(1.83-m)Portion of the Total LengthSlit Metal and Slit Metal with Rolled EdgesStraightness Tolerance,in.(mm)Width,in.(mm)As Slit OnlyAs Slit and Either Straightened or Edge Rolled Shipped in RollsShipped Flat Shipped Flat,in Rolls,or on BucksOver 1⁄4to 3⁄8(6.35to 9.53),incl2(51)11⁄2(38)1⁄2(13)Over 3⁄8to 1⁄2(9.53to 12.7),incl11⁄2(38)1(25)1⁄2(13)Over 1⁄2to 1(12.7to 25.4),incl1(25)3⁄4(19)1⁄2(13)Over 1to 2(25.4to 50.8),incl5⁄8(16)5⁄8(16)3⁄8(9.5)Over 2to 4(50.8to 102),incl1⁄2(13)1⁄2(13)3⁄8(9.5)Over 4(102)3⁄8(9.5)3⁄8(9.5)3⁄8(9.5)Square Sheared MetalNot applicable to metal over 120in.(3.05m)in lengthStraightness Tolerances,in.(mm)Thickness,in.(mm)Up to 10in.(254mm),incl,in Width Over 10in.(254mm)inWidth1⁄8(3.18)and under 1⁄16(1.6)1⁄32(0.79)Over 1⁄8to 3⁄16(3.18to 4.78),incl1⁄8(3.2)3⁄64(1.2)Over 3⁄16(4.78)1⁄8(3.2)1⁄16(1.6)APPENDIX (Nonmandatory Information) X1.METRIC EQUIV ALENTSX1.1The SI unit for strength properties now shown is in accordance with the International System of Units(SI).The derived SI unit for force is the newton(N),which is defined as that force which when applied to a body having a mass of one kilogram gives it an acceleration of one metre per second squared(N=kg·m/s2).The derived SI unit for pressure or stress is the newton per square metre(N/m2),which has been named the pascal(Pa)by the General Conference on Weights and Measures.Since1ksi=6894757Pa the metric equiva-lents are expressed as megapascal(MPa),which is the same as MN/m2and N/mm2.SUMMARY OF CHANGESCommittee B05has identified the location of selected changes to this standard since the last issue(B130–95) that may impact the use of this standard.(1)Specification B248was added to Section2.2,Referenced Documents.(2)Former Table3,Annealed Temper,was deleted and the remaining tables were renumbered.(3)Several sections(11,19.2,20,and21)were added to meet the Committee B05Outline of Form for Specifications(OFS).(4)A note in Section10was deleted.(5)Bismuth was added to Table1.(6)Reference to strip thickness for grain size was deleted from 9.1.(7)Section13on Sampling was revised.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this ers of this standard are expressly advised that determination of the validity of any such patent rights,and the risk of infringement of such rights,are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed everyfive years and if not revised,either reapproved or withdrawn.Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters.Your comments will receive careful consideration at a meeting of the responsible technical committee,which you may attend.If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards,at the address shown below.This standard is copyrighted by ASTM International,100Barr Harbor Drive,PO Box C700,West Conshohocken,PA19428-2959, United States.Individual reprints(single or multiple copies)of this standard may be obtained by contacting ASTM at the above address or at610-832-9585(phone),610-832-9555(fax),or service@(e-mail);or through the ASTM website().。

DescriptionLORD Chemlok ® 205 adhesive is a heat-activatedadhesive designed for use as a substrate primer under other Chemlok covercoat adhesives, or as a one-coat adhesive for bonding unvulcanized nitrile elastomer compounds. It is composed of a mixture of polymers, organic compounds and mineral fillers dissolved or dispersed in an organic solvent system.Features and BenefitsVersatile – can be used as a primer under a wide variety of Chemlok covercoat adhesives such as the Chemlok 220 series, Chemlok 230 series, Chemlok 250 series or Chemlok 6000 series adhesives.Convenient – can be used as a one-coat adhesive to bond some nitrile rubber compounds to rigid substrates during vulcanization.Easy to Apply – applies easily by brush, dip, spray or roll coat methods; suitable for existing production lines. Durable – provides rubber tearing bonds and excellent environmental resistance when used in combination with Chemlok covercoat adhesives.Chemlok ®205 Adhesive and/or PrimerApplicationSurface Preparation – Thoroughly clean metal surfaces prior to adhesive application. Remove protective oils, cutting oils and greases by solvent degreasing oralkaline cleaning. Remove rust, scale or oxide coatings by suitable chemical or mechanical cleaning methods.• Chemical CleaningChemical treatments are readily adapted to auto-mated metal treatment and adhesive application lines. Chemical treatments are also used on metal parts that would be distorted by blast cleaning or where tight tolerances must be maintained. Phos-phatizing is a commonly used chemical treatment for steel, while conversion coatings are commonly used for aluminum.• Mechanical CleaningGrit blasting is the most widely used method ofmechanical cleaning. However machining, grinding or wire brushing can be used. Use steel grit to blast clean steel, cast iron and other ferrous metals. Use aluminum oxide, sand or other nonferrous grit to blast clean stainless steel, aluminum, brass, zinc and other nonferrous metals.Typical Properties*AppearanceGray Liquid Viscosity, cps @ 25°C (77°F)85 -165Brookfield LVT Spindle 2, 30 rpmDensity kg/m 3 920.0 - 970.0(lb/gal)(7.7 - 8.1)Solids Content by Weight, % 22 - 26Flash Point (Seta), °C (°F) 14 (57)SolventsMethyl Isobutyl Ketone (MIBK), Methyl Ethyl Ketone (MEK), Xylene*Data is typical and not to be used for specification purposes.For further detailed information on surface preparation of specific substrates, refer to Chemlok Adhesives appli-cation guide. Handle clean metal surfaces with clean gloves to avoid contamination with skin oils.Apply Chemlok 205 adhesive to stainless steel, aluminum, brass or other nonferrous substrates within one-half hour after cleaning. For ferrous substrates such as steel, a longer layover can be tolerated if no rust is formed.Mixing – Thoroughly stir adhesive before use, and agitate sufficiently during use to keep dispersed solids uniformly suspended.Chemlok 205 adhesive is normally used full strengthfor brush, dip and roll coat applications. For spray application, dilute adhesive to a Zahn Cup #2 viscosity of 18-20 seconds. Chemlok 205 adhesive may be diluted with ketone-type solvents such as MEK and MIBK without adverse effects on handling and application. The diluent must be slowly added to the adhesive while stirring. Careful attention should be given to agitation since dilution will accelerate settling. Refer to the Chemlok Adhesives application guide for further information. Applying – Apply adhesive by brush, dip, roll coat, spray or any method that gives a uniform coating and avoids excessive runs or tears.Normally the dry film thickness of Chemlok 205 adhe-sive should be 5.1-10.2 micron (0.2-0.4 mil). When using Chemlok 205 adhesive over grit blasted substrates, when using it in conjunction with Chemlok 220 series covercoats or when using Chemlok 205 adhesive as a nitrile adhesive, apply a dry film thickness at the high end of the range. For all other applications (i.e., swaging or smooth substrates), apply Chemlok 205 adhesive at the low end of the film thickness range. Drying/Curing – Thoroughly dry parts coated with Chemlok 205 adhesive before applying the covercoat adhesive. This will take approximately 30-45 minutesat room temperature. It is best to use temperaturesof 65-93°C (150-200°F) and abundant circulating air; however, forced air drying is possible at temperatures up to 149°C (300°F) for short periods of time. Maximum air flow at minimum temperatures will give the best results. After parts have dried, apply Chemlok covercoats using similar application methods.Dried films of Chemlok 205 adhesive are non-tacky; therefore, coated parts may be piled into tote pansfor subsequent processing. Wear clean gloves when handling coated parts and cover the tote pans to prevent contamination by dirt, grease, oil, etc. If coated parts are properly protected, they can be stored for at least one month before applying covercoat or bonding.Chemlok 205 adhesive can be used to bond nitrile rubber by compression, transfer, injection or other molding procedures used to make bonded parts. As with other Chemlok adhesives, maximum adhesion is obtained when the rubber has completely cured. Ideal bonding conditions exist when both the adhesive and the rubber cure at the same time. To accomplish this, load the adhesive coated metal parts in the mold and quickly fill the cavity with rubber.Dry films of Chemlok 205 adhesive remain firm at molding temperatures. During transfer or injection molding operations, the adhesive shows minimal tendency to wipe or sweep. During multiple-cavity loading, the prebaking begins with the first loaded metal parts. Keep mold loading cycles to a minimum to prevent adhesive and rubber from pre-curing. However, Chemlok 205 adhesive will resist moderate prebaking times without affecting bond performance. Transfer or injection molds need properly designed runners and sprues, as well as adequate pressures. This prevents rubber pre-curing before the mold cavities are completely filled. Cleanup – Clean areas with a rag as soon as possible using MEK.2Shelf Life/StorageShelf life is one year from date of shipment when storedat 21-27°C (70-80°F) in original, unopened container.Cautionary InformationBefore using this or any LORD product, refer to the SafetyData Sheet (SDS) and label for safe use and handlinginstructions.For industrial/commercial use only. Must be applied bytrained personnel only. Not to be used in householdapplications. Not for consumer use.3LORD provides valuable expertise in adhesives and coatings, vibration and motion control, and magnetically responsive technologies. Ourpeople work in collaboration with our customers to help them increase the value of their products. Innovative and responsive in an ever-changing marketplace, we are focused on providing solutions for our customers worldwide.LORD Corporation World Headquarters 111 Lord DriveCary, NC 27511-7923 USACustomer Support Center (in United States & Canada)+1 877 ASK LORD (275 5673)For a listing of our worldwide locations, visit .Values stated in this technical data sheet represent typical values as not all tests are run on each lot of material produced. For formalized product specifications for specific product end uses, contact the Customer Support Center.Information provided herein is based upon tests believed to be reliable. In as much as LORD Corporation has no control over the manner in which others may use this information, it does not guarantee the results to be obtained. In addition, LORD Corporation does not guarantee the perfor-mance of the product or the results obtained from the use of the product or this information where the product has been repackaged by any third party, including but not limited to any product end-user. Nor does the company make any express or implied warranty of merchantability or fitness for a particular purpose concerning the effects or results of such use.Chemlok is a trademark of LORD Corporation or one of its subsidiaries.©2019 LORD Corporation OD DS3172 (Rev.10 9/19)。