1.sillbeam工装凳法兰板焊接位置不对导致法兰上的孔与sillbeam上的孔错位。（图号：
DN4180160）Flange plate welding position on sillbeam tooling is wrong and holes on flange was mismatched with sillbeam hole (drawing)。
2.The weld joint of trolley should be grinded smoothly according to the drawing DN4217860
焊接接头的电车应该磨DN4217860顺利按图纸
3.小车制动器上的螺栓（件30）图纸上是M24×150 A2-80 实际到货的是M24×150 镀锌。
The hex screw of trolley brake is M24×150 A2-80 according to drawing NO.N4335312.Actually the arrival of hex screw is M24×150 HDG.
4.前梁的紧急停止，插座等电气设备无号码管.There are no cable label on emergency stop、
sockets and other electrical equipment of front sillbeam 。
5.The most bolt of contactor loose in electric cabinet。
6.Adding rubber to protect the cable.
https://www.doczj.com/doc/fe8208843.html,e the rubber to protect the cable.
8.Bind the cable tidily.电缆按要求绑扎，紧固，美观。
9.The ground wire is too long.
10.The length between the two bolt on the bottom is 245mm,but the actual length is 235mm
according to drawing(DN4726210).
11.The E-box door drop from the E-box(X800).Because the connection point was used tack
welding by mistake(pic1).The true method is PIC2.
12.The terminals of power cord is not conform to the requirements of the process.
13.There was no chamfer on the sharp edge.
14.Touch up had not been done yet(DN4243730,DN4239250,N4243800,N4235990).
15.The dimensions of the position marked shoud be 178mm according to drawing(DN4217860
2/3),now it was about 135mm.
16.The rain cover(DN4269720) was scratched.
17.All the bolts on brake were rusted.
18.The dimension of position signed should be 280mm(N4276200) according to drawing,now it
was 180mm.
19.One trolley lack of this flat(N4174120).
20.Surface of painting was polluted.
21.Surface painting was damaged seriously.
22.Grating didn't meet the requirement of drawings.（Compare pic01 with pic02)
23.Clamps have been out of shape and poor quality of the paint.
24.The sign of nameplate have been indistinct.
25.Surface of splash plate was polluted.
26.See the pic1,you would found the column has been tilted.
27.The grease connector should be tightened.
28.The wire binding is bent when packing of the platforms.
29.The thicknees of washer (50017130) for installing stairs is 2.5mm according to lso7089
but actual thickness is1.8mm.
30.The holder(item5 DN4217880) was on the wrong position,it should be removed
horizontally(4cm).
31.There are many scratches on the logo of main girder.
32.Most of bolts on tooling had not been tighten.In addition,these bolts are broken because
they had not been lubricate when assembly.
33.Rubber pressure on the cable location does not conform to the specification
34.According to drawing, the location should be installed a binding wire rods
35.EE-house walls has bubbles .
36.The power cord connection bolts are loose, need to tighten and marking.
37.The dimension is 2190 according to the drawing DN4276200,but the actual dimension is
2180--- 2185.
38.Paint was damaged in many areas. It should be touched up.
39.The bolt for fiting the grating was askew.
40.the rail clamp device interferes with the welding jiont.
41.The bolts of gantry brake discs are too short, even not go through its nut.
42.Rail of festoon is deformation on butt joint.
43.Big chamfer was found for slot hole of walkway. More than 5mm.
44.Painting was damaged somewhere.
45.1。最螺栓的接触器松在电控箱。
46.2。添加橡胶保护电缆。
47.3。使用橡胶保护电缆。
48.4。把电缆整齐地。电缆按要求绑扎,紧固,美观。
49.5。地面线太长。
50.6。之间的长度两个螺栓在底部是245毫米,但实际的长度是235毫米根据图纸(DN4726210)。
51.7。下降的e箱的门从e箱(米)。因为连接点是使用点焊误(pic1)。真正的方法是PIC2。
52.8。终端的电源线是不符合要求的过程。
53.9。没有在锐边倒角。
54.10。润色没有做完(DN4243730,DN4239250,N4243800,N4235990)。
55.11。位置标记的尺寸应根据图纸178毫米(DN4217860 2/3),现在它是大约135毫米。
56.12。雨盖(DN4269720)被划伤了。
57.13。所有的螺栓在刹车都生锈了。
58.14。的尺寸应该是280毫米的位置签署(N4276200)根据图纸,现在是180毫米。
59.15。一辆手推车上缺乏这个平(N4174120)。
60.16。表面的绘画被污染了。
61.17。面画被损坏严重。
62.18。光栅不满足图纸的要求。(比较与pic02 pic01)
63.19。夹子已经变形和质量差的油漆。
64.20。的标志铭牌已经模糊。
65.21。防溅挡板表面被污染了。
66.22。看到pic1,你会发现列已经倾斜。
67.23。油脂连接器应该更加严格。
68.24。铁丝的绑定是弯曲的包装时的平台。
69.25。这个thicknees的垫圈(50017130)安装楼梯是2.5毫米根据lso7089但实际厚度is1.8mm。
70.26。持有人(item5 DN4217880)是在错误的位置,它应该被移除水平(4厘米)。
71.27。有许多划痕在标志的主梁。
72.28。大多数工具上的螺栓没有收紧。此外,这些螺栓是破碎的,因为他们没有润滑当装配。
73.29。橡胶压在电缆位置不符合指定的
74.The second structure of stainless steel was deformated after welding. 不锈钢次结
构焊后产生变形
NCR
1.Reinforced plate is welded on the product directly, and this phenomenon has been appeared
several times(加强筋板直接点焊在产品上，此现象已出现多次)
2.TThe support frame of trolley platform was deformed due to poor protection during
transportation 小车在转运过程中结构变形
3.Side plate is dislocation and bingger than 3-5mm.侧板错位3-5mm.
4.After welding the Spacing Bar，no rectification finished、without approvaled by the SQE,they
sand blasted and painted.
5.REC not according to the ITP during the Cabin assembly befroe welding,though REC sent
inspection plan (before welding), welding finished at site when inspection.
6.The cable should be cut to 12M a section according to drawing.But the worker cut it to 3M.
7.The WAGO was not Fixed(in X600).The wires are missing on contactor of E-cabinet(in X600).
8.The E-house is short of 1PC JP107277 Fuse、1PC JP107262 Switch、1PC JP113495 Computer、
2PCS 65270145 Fuse、1PC JP110243 Bracket、1PC N4734550 F2 cover,and there are some problems on K50-K51、1.5M internet cable、JP107218 cable。
9.EE-house walls has bubbles .
10.The draw bar is broken.
11.Position of the stand(N4158260) is wrong.
12.The span signed should be 798mm according to drawing.Now it is about 600mm.
13.Rain cover was distorted seriously.
14.Touch up had not been done yet.
15.It was rusted already.
16.The cable is damaged seriously between the 33m to 34m.
17.The cable was damaged, because of they did not protect when welding
18. During the shop testing ,Two pieces PLC module (A628/A622)in trolley E-box X600 do not
work.
19.The encoder on hoist drum can't connect to the PLC.
20.Four magnetic induction limits of steering are damaged when factory assembly testing.
21.Power supply connection error on the rectifier block terminals.
22.The auxiliary contact of braker F201 in X200 has quality defects.
23.Distance between wheels of trolley is 6740±2 (center to center), for machine no. 41206/
41209, the dimension is out of tolerance, actual dimension as table below.
24.The grating fitting clamp should be HDG according to the specification.But the coming clamp
is electro galvanized.
25.The slot hole of cable channel bracket has been made by 7mm,smaller than requirement of
drawing(9mm) as shown.
26.The cable skin(KS100918) was damaged seriously.Can see the shield layer.See the middle
photo below.
27.The cable skin(KS100923) was damaged. See the right photo below.
28.Diesel engine at the top of chimney is distorted.
The labels of PLC switch and oil meter should be in Russian .
29.Impact test result is 11.4J,11.1J,19.5J lower than the requirement of
GB/T1591-2008(34J),and it does not meet the standard 6.4.2.2 of GB/T1591-2008.
30.1。焊接后的间隔条,没有整改完成,没有通过,他们的供应商质量工程师乐清惠华电子抨击和画沙。
31.2。休闲不是根据ITP在机舱总成befroe焊接,尽管REC送检验计划(焊接前),焊接完成现场检查时。
32.3。电缆应减少到12米一节根据图纸。但是工人将其减少到3米。
33.4。这个车子是不固定(在X600)。电线被失踪在接触器的e内阁(X600)。
34.5。易居的缺1 pc JP107277保险丝,1个人电脑JP107262开关,1个人电脑JP113495电脑,2 pc 65270145
保险丝,1个人电脑JP110243支架,1个人电脑N4734550 F2盖,有一些问题,K50-K51 1.5米网线,JP107218电缆。
35.6。ee的房子墙壁有气泡。
36.7。这个拉杆断了。
37.8。站的位置是错误的。(N4158260)
Spalling was found after applying intermediate coating .
Witnessed by painting service engineer, the primer is not polyurethane after RCI and COSCO Kansai both checking. Rejected!
The welding operation that downward welding in the inclined position is not conform to the requirements of the specification(AWS D1.1).The weld penetration depth is below the required.
1.The QTY of tears are three according to the drawing.But supplier made them full.
2.The requirement of surface is HDG,not paint.
1. Festoon rail of main grider was bent.
2. The paint was damaged seriously.
During spot inspection,QS found the holes for installing the rail clamp device are not concentric.2mm out of tolerance.
The cable skin (3*70+3G16) where 30m location from the cable end was damaged seriously
The demension is 387±1 according to drawing DN4217860.But the actual demension is 392. The rear hitch skew (2N4164860) can't be installed.
Added pad in joint that fit-up the I-bar and square bar but the drawing not require to add pad.The pad size is δ6×25×284mm.
DongDa use welded tube for handrail.As requirement of drawing 38.0 x 2.6 St35 should be seamless tube in DIN2448 .(see attached picture)
Most of punched holes (nose) cracked on the the rung of ladder,rejected.
The anti-rust oil is damage and have more sand in the main girder.
Directly into the sand blasting process without inspection and need to pull out of the sand room for inspection.
Hardness range onto surface of the rail head is 200～260 HB.
After measuring, actual measurement of one rail is between 170 to 190.
3mm deviation between the center of flange and the ear plate center on NO.8 rear
frame .(tolerance +/-1.2)
ZD not according to the ITP during the Drum assembly before welding.
Shalf with end plate welding different from the drawing,ZD used steel backing inside,it's not required.
Impact test result of forging sheave is about 6J~8J, does not meet the standard requirements.
1.The part of the groove surface was treated with hardening procedure(see pic 03).
2.The requirement of design is for whole groove area.
Rejected!
The cable(3*70+3*16CY) is 3 meters shorter than ordered one
Crack was found at service platform on trolly.
The flat bar has deformation and the welding size is bigger than 16mm
1.Paint was damaged seriously.
2.Some structures were bent.
3.Touch up had not been done yet
When open the motor packaging,fixed bolts of terminal box are broken.The connect plugin for the encoder is broken.some paints are damaged.
The bracket of encoder is distorted.
Impact test result is 11.4J,11.1J,19.5J lower than the requirement of GB/T1591-2008(34J),and it does not meet the standard 6.4.2.2 of GB/T1591-2008.
碎石被发现在应用中间涂层。见证了绘画服务工程师,底漆不是聚氨酯RCI后,中远关西两检查。拒绝了!
焊接操作,向下焊接在倾斜位置不符合要求的规范(AWS d1 1)。焊接穿透深度低于所需的。
1。数量的眼泪是三个按图纸。但供应商让他们全部。2。表面的要求是航向;方向,不是油漆。1。花彩铁路的主要主梁是弯曲的。2。油漆被破坏严重。
在现场检查,发现孔用于安装QS铁路夹装置并不同心。2毫米的公差。
电缆皮(3 * 70 + 3十六国集团),30米的位置从电缆端损坏严重
是387±1维的DN4217860根据图纸。但实际维是392。后面的结斜(2 n4164860)不能被安装。
添加垫在联合广场的临时舞台的工字钢和酒吧但是图纸不需要添加垫。这个垫大小是δ6 25××284毫米。
东大使用焊接管的扶手。作为需求的图38.0 x 2.6 St35应该在DIN2448无缝管。(见附件图片)
大多数的穿孔洞(鼻子)的横裂的阶梯,拒绝了。
防锈石油是损伤和有更多的沙子在主梁。
直接进入喷砂工艺没有检查,需要退出房间进行检查。沙
硬度范围到表面的轨头是200 ~ 260 HB。测试后,实际测量的一个铁路是170年到190年之间。3毫米的偏差的中心之间的法兰和耳板中心在没有。8后框架。(公差+ / - -1.2)
不讲讲人权不是根据ITP在鼓组装焊接前。
Shalf与端板焊接不同于绘画,有关使用钢背里面,这不是必需的。
冲击试验结果的锻造轮是关于