YD／T 5132-2005 移动通信工程钢塔桅结构验收规范（英文版）.pdf
- word版文件下载：
-
特别提醒：word版是本站通过人工智能从pdf转换成的word版本，正确率只有90%左右（正在通过训练继续提高准确率），排版恢复的也并不完全准确，没有进行任何人工校对，VIP会员直接免费下载即可，普通会员无法通过点数下载，算是给VIP的活动。
特别提醒：word版是不完美的，错误较多，只能参考，有需要的可以少打一些字，别下载了找我们说word内容有问题，这是送给VIP会员的。
- 文档部分内容预览：
YD／T 5132-2005 移动通信工程钢塔桅结构验收规范（英文版）
Quantity for inspection:one hundred percent:
6 ProcessingWorkof SteelParts andComponents
General Reguirements
同轴电缆标准6.2Cutting
Rectification and Formin
Table 6. 3. 4 (continued)
6.3.5The allowable variations for steel materials straightened shall be in conformity with requirements listed in the Table 6. 3. 5. Quantityfor inspection:inspect randomly10%of thetotalof pieces straightened,but shall not less than3; Inspectionmethod:inspectbyeyeobservationorbym urement
Table 6. 3. 5Allowable variatiofis for straightened steel(mn
Table 6. 3. 5 (continued)
6.5 Holes Making
Dominant Items
6.5.2The allowablevariations for spacing between bolt holes shall be in conformity with the requirements
Table 6. 5. 2Allowable variations of spacing between bolt holes(mm)
Notes:1All bolt holes for connecting one connecting plate and one bar at the joint constitute one group
6.5.3Allowablevariationsof distancebetween holes forflangeholes shall be±O.5mm;allowable variations fordiameter D of flange holes center shall be ±1. Omm. 6.5.4If the variation of spacing between any two bolt holes exceeds the related allowable variation listed in the Table 6. 5. 2,the bolt holes shall be patch welded with welding rods matching the parent metal; and
.3Allowable variations ofdistancebetweenholesfor flange holes shall be O.5mm;allow iations fordiameter D of flange holes center shall be ±1. Omm. .4If thevariationof spacing between any twobolt holes exceeds therelated allowable variation lis he Table 6. 5. 2,the bolt holes shall be patch welded with welding rods matching the parent metal;
new bolt holes shall be processed again. Quantity for inspection:one hundred percent; Inspection method:examine by eye observation
new bolt holes shall be processed again. Quantity for inspection:one hundred percent; Inspection method:examine by eye observation
6Check and Acceptance of Parts and Elements
Dominant Items 6.6.1After finishing the parts and elements,their external form and geometric dimensions shall be in conformity with the requirements of Appendix A and design, Quantity for inspection:inspect randomly 10 % of each specification, but not less than 5 ; Inspection method:inspect by measurement.
7.1 General Reguirements
Lable 7.2. 2 OQuantity of sampling inspection on zinc coating thicknes
7.2.3Thermal deformation of element shall be strictly controlled during zinc immersion;length expansion
7.3Thermal of Spray Zinc and Aluminum Composite Coating
8 Installation Work of Steel Structure for Tower and Mast
3. I General Reguiremer
8. 2Base and Bearing Surface
Dominantltems Axis and elevation of steel tower footing base and specifications of foundation anchor bolts sl
8.3Fastener Connection
IDominant Items
DominantItems
8. 4Installation and Correction
IDominant Items
CheckandAcceptanceofSteelTowerandMasi
9. 1 General Reguirements
2BaseandFoundation
.3Steel Structure for Tower and Mas
9.3.1When subproject of steel structure for tower and mast is undergoing check and accep
瓦楞纸箱标准9.4 Grounding Engineering
AppendixAAllowableVariationsforOveralland GeometricDimensionsofPartsandElementsforSteelTowerandMas
AppendixB Inspection andEvidential Testing Items of Safety and Functionality of Steel Tower and Mast
Lable D, 0. 1(continued
Lable D, 0. 2(continued
Lable D, 0. 3( continued
民政标准Lable D, 0. 4(continued
AppendixGRecordFormsforQualityAcceptanceaboutUnit(S project of Mobile Communication Steel Tower and Mast
Appendix HExplanation of Wording inThis Code
....- 通信标准
- 相关专题： 移动通信