91嫩草欧美久久久九九九 I 人人澡人人爽人人 I 婷婷丁香五月六月综合激情啪 I 四虎影院视频 I 91福利专区 I 成人av在线天堂 I 很黄的视频在线观看 I 一区二区在线 | 欧洲 I 高h校园不许穿内裤h调教小说 I 日韩污视频在线观看 I 精品视频一区二区三区在线观看 I av永久天堂一区二区三区香港 I 9.1人网站色 I 夜色网址 I 国产噜噜噜 I 在线看片免费不卡人成视频 I 老司机亚洲精品影院 I 人人草97 I 日本伊人久久 I av在线区 I 国产女人在线 I 日韩黄色一级网站 I 亚洲综合最新无码专区 I 久久99久久99精品免视看看 I 2019久久久高清456 I 天天艹夜夜艹 I 久久欧美一区二区三区性生奴 I 激情艹逼 I 免费人成网ww44kk44 I 黑人巨大精品欧美一区二区小视频 I 欧美精品一区二区性色 I 福利视频在线播放 I 精品少妇一区二区

Hello, welcome to Xuzhou Tenglong Steel Structure Technology Co., Ltd. official website!

Your Current Location:Home > News > INDUSTRY DYNAMIC

Technical guarantee measures of steel structure workshop engineering
release time:2019/4/25 23:38:33      hit count:2270

Technical guarantee measures of steel structure workshop engineering

In order to ensure that the fabrication and installation of your steel structure meet the established standards, the following measures are hereby formulated:

1, in strict accordance with the "steel structure engineering construction and acceptance code" gb50205-2001 provisions of the material, line, material, group, welding technical requirements for the steel structure production, hoisting.

2, roof support, steel beam roof beam and other components according to 1:1 lofting, blanking, and considering the contraction of the weld.

3. H-shaped steel group vertical welding machine, submerged arc welding machine, h-shaped steel rectification machine, leveller and other equipment are used for processing, welding and rectification of h-shaped steel group.

4. The friction contact surface of components shall be constructed in accordance with the reasonable construction process. After treatment, the friction surface of components shall not be painted or defaced. The friction coefficient test adopts bolt specimen. The friction treatment, material, high-strength bolt and component are the same, and the friction coefficient is 0.45.

5. The bolt connection hole shall be drilled by CNC drilling machine and its pass rate shall be checked.

6. Pre-assembly of components before leaving the factory, and record the assembly.

7. Hoist steel column and other vertical long-shaped members with the lifting point at 2/3 of the column length. Hoisting roof truss beam and other components, the lifting point is set at equal distance from the key position.

8. Pay attention to the influence of wind force, sunshine temperature and temperature difference during alignment correction of steel column. Therefore, no correction shall be made when the wind force exceeds level 5. Install or reinforce the side beams of the corrected columns immediately. Calibration should be carried out in the morning or when the sun is cooler and in the environment.

9, the production of glass commissioned professional glass manufacturers production and processing. The production of glass shall be in accordance with the current national standards and specifications, and the owner shall confirm the product samples, and provide relevant test reports and supporting documents.

Before the installation of steel structure, the foundation shall be retested to ensure that it meets the installation requirements. During the installation of steel structure, the measurement and correction shall be carried out and the error shall be controlled within the allowed range.

11. Carry out a comprehensive self-correction and self-inspection in accordance with the installation manual and acceptance standards to prevent errors in the work. The quality inspector should make a detailed inspection and record of the work every day, and check the quality together with the owner's representative and on-site project supervisor.

12. Check the material and quality guarantee of the steel. The quality guarantee shall mainly pay attention to the data of yield point, cold bending, room temperature impact and carbon content.

13. Self-inspection and mutual inspection shall be carried out in the process of steel structure fabrication, and special inspection shall be carried out in strict accordance with the steel structure engineering quality inspection and evaluation standard gb50211-95.

18, h-shaped steel plate butt weld inspection, to meet the second-grade weld quality standards.

19. Code for construction and acceptance of steel structure: pay attention to the protection of finished product paint and deformation during transportation. The components are tied firmly, and the binding place is protected by rubber pad to avoid damage of ring paint. And according to the shape of transport vehicles, components of the production of supporting transport frame to prevent deformation.

20. Check the matching conditions of the column foundation axis, the column foot bolts and the bolt holes on the column bottom plate before lifting.

21. After hoisting the steel column, the surveyor shall timely measure, correct and prepare for hoisting the roof truss beam.


News you are interested in
Previous:Jiangsu steel structure development direction of four major advantages
Next:Construction technology of steel structure engineering

Back to list

主站蜘蛛池模板: 国产av福利久久 | 欧洲精品码一区二区三区免费看 | 久久久久亚洲精品成人网 | 欧美 日韩 亚洲 精品二区 | 少妇爆乳无码av无码专区 | 亚洲综合伊人久久大杳蕉 | 免费永久看黄神器无码软件 | 国产精品久久午夜夜伦鲁鲁 | 久久国产精品波多野结衣av | 色偷偷av亚洲男人的天堂 | 日韩少妇人妻vs中文字幕 | 美女av一区二区三区 | 中文字幕亚洲欧美日韩在线不卡 | 亚洲人成人影院在线观看 | 国产日产欧洲无码视频 | 精品人妻系列无码人妻免费视频 | 精品国产精品久久一区免费式 | av毛片无码中文字幕不卡 | yy6080久久伦理一区二区 | 99久久99久久精品国产片果冻 | 国产情侣一区二区三区 | 毛片无码国产 | 日韩动漫国产 | 妇乱子伦精品小说网 | 国产挤奶水主播在 | 中文字幕精品av乱码在线 | 精品av无码国产一区二区 | 日日噜噜夜夜爽爽 | 少妇被粗大的猛烈进出96影院 | 国产麻花豆剧传媒精品mv在线 | 久久麻豆成人精品 | 国产欧美二区综合 | 野花社区在线观看视频 | 99久久精品免费观看国产 | 99久久综合精品五月天 | 免费看撕开奶罩揉吮奶头视频 | 少妇av射精精品蜜桃专区 | 亚洲中文波霸中文字幕 | 动漫无遮挡h纯肉亚洲资源大片 | 中文字幕人妻偷伦在线视频 | 性高朝久久久久久久久久 |