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: 久久精品国产一区二区三区 | 国产成人一区二区三区视频免费 | 国产a∨天天免费观看美女 国产乱码字幕精品高清av | 国产精品久久久久久久久绿色 | 狂野欧美激情性xxxx按摩 | 国产成人精品亚洲日本专区61 | 久热re这里精品视频在线6 | 久久精品囯产精品亚洲 | 国产精品无码专区久久久 | 亚洲中文字幕在线观看 | 日本中文字幕一区二区有码在线 | 国产对白国语对白 | 少妇脱了内裤让我添 | 99久久免费只有精品国产 | 老师脱了内裤让我进去 | 一区二区三区在线 | 欧洲 | 91免费在线视 | 免费视频91 | 人妻精品久久无码专区精东影业 | 亚洲精品国产一区二区三 | 最新亚洲人成网站在线观看 | 久久99精品久久久久子伦 | 亚洲欧洲成人精品香蕉网 | 中文字幕精品亚洲无线码一区应用 | 精品国产乱码久久久人妻 | 国产自在自线午夜精品视频 | 无码gogo大胆啪啪艺术 | 老色69久久九九精品高潮 | 在线播放国产不卡免费视频 | 久久亚洲日韩看片无码 | 人妻三级日本三级日本三级极 | 亚洲一区二区福利电影 | 国产最大成人亚洲精品 | 国产内射999视频一区 | 色欲久久综合亚洲精品蜜桃 | 国产成人理论无码电影网 | 国产性淫服务无吗视频 | 国产麻豆精品一区 | 老少交欧美另类 | 亚洲人成影院在线无码按摩店 | 国产成人午夜视频 |