完整的钢结构厂房图纸-蓝图+白图

1-10.51.1.1.51.59.14.建 筑电 气给 排 水结 构暖 通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吊车梁与牛腿面连接大样 （二）河南龙飞工程机械制造有限公司生产车间DCL-2,DCL-2A,DCL-2AF4、两段吊车梁突缘加劲板之间插入钢板，并用普通螺栓连接。 根或几根柱上处理。连接两段吊车梁的螺栓必须拧紧， 允许的安装误差时

%%P0.000大门防雨蓬(整体套件)绿色压型墙面板蓝色压型屋面板1:2.5水泥砂浆20厚地骨C20砼150厚PVC管D=25,L=300@9000绿色墙面砖10.00016.6000.1201:2001:1001:200收口C2在上C2在上C2在上C2在上C2在上C2在上M-1C2在上C2在上5.000M-1M-121534屋面平面图1:20067981011A5%BC5%6.000侧立面图A绿色压型墙面板B蓝色压型屋面板大门防雨蓬C(整体套件)1:100姓 名专 业日 期建施1-3平面、立面、剖面24.0m厂房内 容比 例图 号兴建单位工程名称图 纸2004.05业务号出图日期兴建单位屋面平面、侧立面图24.0m厂房内 容建施1-4图 号比 例图 纸工程名称业务号出图日期2004.05PVC落水管D=100GZGZ白色包边柱转角(S=330mm(t=0.376mm)(t=0.376mm)(t=0.376mm)50窗框、砖墙包角详图50砖墙白色收边2050100605050204010窗下框台度1.0005010窗侧框台度20铝合金窗GZ505012060正墙面与山墙面交接处包角详图钢柱900型墙面彩色压型钢板型钢檩条C水槽大样350t=1.0mm180303090120-8t屋脊包角详图水槽及落水管t=0.376mm)t=0.376mm)__屋脊板30(S=500mm22030白色包边220HC型钢檩条型钢梁820型屋面彩色压型钢板5.000梁底标高(S=330mm雨蓬水泛大样水泛__1451153535色包边t=0.376mm)雨蓬梁型钢檩条C雨蓬弧形板t=0.376mm)山墙包角详图__山墙包边(S=500mm色包边820型墙面彩板QLGZ20351103511020型钢梁型钢檩条820型彩色压型钢板CH820型彩色墙面板QL自攻螺纹钉山墙包角2018035501015550G

干蒸建 筑电 气给 排 水结 构暖 通校 核制 图北京华特建筑设计顾问有限责任公司审 核设计部负责人审 定设 计设计主持人工种负责人设计号图 号日 期工程名称项 目-0.300北977908100295810081008100810081002958100810081008100810081009779081004459029529529581008100810081008100750070007500750070007500445902952952957500700075007000750075008100810081008100810081003251501503251503251503251501501501501501509001800300100024002200150035015015021008900890021002100890089002100345012003450345012003450345012003450345012003450345012003450345012003450345012003450345012003450345012003450345012003450采光窗阳光利臣工程做法表1：100屋顶平面图注：１．未注明天沟排水坡度为１%。3建厚天蓝色钢板夹芯板屋面厂家负责制作施工150150厂家负责制作施工厚天蓝色钢板夹芯板屋面12.800A-A剖面1：10011.000-0.3001:2010025088J4<->磨光花岗石板266@2000.9001203%%p0.000540025213510802135252514758752524002523751200237525600025147587525240098001500100015009002200240030098001500900150022002400100030090018003

GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1I-III,121轴立面图121~A3A3A3A3A3A3F0033屋顶平面图屋面结构布置图审 核第 张，共 页设 计工程负责人54876钢柱平面布置图F004F007F006建设单位底层平面布置图1序号2图 纸 目 录专业工程编号：RX-F06-001A4图 幅备 注工程名称F001图 号钢结构设计总说明 图 纸 名 称A3F002图纸目录钢结构图 号~F005剖面图~~AEAE,,与专业产家协商确定。 (4). 檩条及墙梁断面尺寸如图1： (3). 镀层处理：高张力镀锌钢板滚压成型，其最小镀锌量 %%u275 %%ug/m 双面。 (2). 钢板厚度：另详下表(扣除镀锌层)。 (1). 基材强度：钢材最小屈服强度 %%u 235 %%uN/mm 。2 9. 镀锌檩条：26555555055 图1檩条型号X90C1807011070C150C160C200C22011040C120 冲孔标准尺寸图腹高唇高唇高70X9050B%%c13.5 孔PL-Y*150*6 或使用角钢.155180140C150檩条型号YC180C140 檩条冲孔标准尺寸图 (2). 固定方式：以M12镀锌螺栓将檩条固定于檩托板。 (3). 檩托板及尺寸详图3。110110 图3檩托板标准尺寸图较薄焊件的厚度角焊缝的最大焊角尺寸hf最大焊角尺寸(hf) 3. 焊接：200200C200C220手工焊接(hf)较厚焊件的厚度 (1). 焊接时应注意防止焊接变形的产生，应选择合理的焊接工艺及焊接顺序，以减埋弧焊接(hf) 小钢结构中产生的焊接应力和焊接变形。角焊缝的最小焊角尺寸hf 图2567103345456814177812 图414610124<44565~78~111

白色彩板-240X18166-240X22-10x180x180门柱脚详图用 膨胀螺栓固定于地面M24X210螺栓均为M20,8.8G高强螺栓12003004%%c2550503202205050-0.050MZ12M12L50X5LT403030按实际50M1250用于边跨YC(隅撑大样)-BxHx6103045按实际10 (梁,柱断面高度)腹板厚 6翼缘150X82003.600C200x70X20X2.5415005E55t=16110E4%%c14边跨凛条连接详图M12x35普通螺栓15010405010刚架梁-6x90x220C240x80x20x3.59040M12LTL50X5403030按实际50M1230按实际50用于中间跨YC(隅撑大样)L50X51010按实际45按实际-BxHx6LT4%%c14(梁,柱断面高度)-6x180x2404040100M12x35普通螺栓凛条连接详图刚架梁150401010104050454540L40X4280-6x90x220C240x80x20x3.0-6x180x2409052加劲板:8X90X3004200N.S.&F.S.32387052532703875180E - Et=1680M12x35转角墙梁连接详图5010普通螺栓刚架柱80104050108%%c144010C180x70x20x2.5-6x80x2004040100802005270323870383252屋脊处拉条节点详图刚架梁基 础 平 面 布 置 图-6x180x220C220x75x20x2.5280M12x35墙梁连接详图-6x180x2201004040普通螺栓刚架柱80405010104%%c141040404545C220x75x20x2.5-6x80x20080M24x45GXG-*系杆 详图2%%c255015040100408050普通

.37A123D123屋面结构平面图41:1005678A456D78440060006000600060006000400440040012003号车间280028008504300850GL-1GL-2GL-2GL-2GL-2GL-2GL-2GL-1XGXGXGXGXGXGXGSC1SC1SC1SC1雨蓬雨蓬雨蓬39600221GL-213天窗结构平面图41:1005678XGXGXGSC2GL-2GL-2GL-2345GL-2SC2GL-26786000396006000600060006000BCBCBCBC480048002500屋面结构平面图天窗结构平面图221AD13檩条平面布置图451:1006783456783号车间AD60003960060004400400600060006000400440011040022002200300030003000300030003000300030003000300022004002200CGLGLGLGLGCGLGLGLGLGCGLGLGCGLGLGLGCGLGLGLGCGLGLGLGCGLGLGLGCGLG221BC1CB3451:100345678678396003960060004800480060006000600060006000480060006000600060004800天窗檩条平面布置图檩条平面布置图天窗檩条平面布置图150500150500150150CGLGLGLGCGLGLG30003000300030003000300030003000300030003号车间%%13014(%%13012)d=22孔-260X100X86SC大样d=22孔花篮螺栓-260X100X86%%13014(%%13012)%%13014(%%13012)-260X100X8d=22孔6花篮螺栓%%13014(%%13012)6-260

8000800080008000800080008000800080008000800080008000800080008000800080008000800080008000800080008000960009600080003.800QL6T4T4槽20#T4T4QL8槽20#T4T4QL6fT43.800T4QL6fQL8T4槽20#T4槽20#T4QL6T47000400035000墙檩连接详图706017016010064017001500360070001700ABQL6CJQL10CJMJQL10150070001:1503500070001707000-210X100X670110607060用于中柱连接处1-1用于角柱连接处1-167柱间支撑布置图7612213406010040-210X200X6402009555954M12%%c13.54060604040706070-210X100X64M12%%c13.5-210X200X6MJ70004000150017001700150070003600CDCJMJQL10QL10QL8CJ17001500170070003600EFCJQL10MJCJQL6f1:150ZC2墙檩立面布置图0.2003.9601700F70002.8001.0001500400036001700ECJCJQL6fMJQL10MJ2131122.8001.0000.200ZC13.96015007000400017003600150070001700DCCJQL8CJMJMJQL101700170070003600BAQL6QL10CJCJ材料表8000MJ800040003600C200x60x20x2.5960009600021800013QL5QL6QL5T5T3XG3T5XG3XG3T3T5T3122200所技术负责人所 长室 主 任组