国产一级特黄aa大片在线-国产一级特黄aa大片免费-国产一级视频在线观看-国产一级视频久久-午夜影院免费体验-午夜影院免费入口

Language:CHINESESENGLISH

Home > News > Guangzhou Steel specify the contents of the convergence of high strength bolts
CONTACT US
  • Address:Pingtang Industrial District, Shipeng Village, Shishan Town, Nanhai District, Foshan City,
  • Phone:0757-81002668/0757-63323396
  • Fax:0757-81196682
  • Contact:Ben Zheng/13826981293 Kerry Lu/13751224830
  • E-mail:sbs@sbsprefabhouse.com
  • URL:http://www.lhp8.cn

Guangzhou Steel specify the contents of the convergence of high strength bolts

Time:[2015-5-20]  Hits:4294

Guangzhou Steel specify the contents of the convergence of high strength bolts


1, anti-slip coefficient is one of the main planning parameters of convergence of high strength bolts, directly affect the bearing capacity member, and therefore member friction surface treatment regardless of the manufacturer, or by the on-site treatment should be tested against the slip coefficient measured anti-slip coefficient planning requirements of this section shall comply with the minimum mandatory provision.
In the field portion of the device chosen grinding wheel friction surface, grinding range of not less than four times the bolt aperture, grinding direction should be perpendicular to the direction of the force member.
In addition to planning the choice of friction coefficient is less than equal to 0.3, and clearly may not be anti-slip coefficient test persons, the rest of the production situation in order to determine the processing method of the friction surface, you must press the required quantities and by three sets of the same material, the same processing method The specimen retest. At the same time along with three sets of the same material, the same specimen processing method for the device before the reinspection.
2, high strength bolts final tighten 1h, missing bolt pretension has been largely concluded, in the next one or two days, losing stabilized, after more than a month, the loss will stop, but in the external environment, bolts torque coefficient will change, affecting the accuracy of the inspection outcome. In order to unify and ease of operation, this provision must end at the same time checking within 1h after 48h.
3, the structure of this section refers to the planning reason reason causing space is too small to use a dedicated end wrench tighten conditions in torsional shear type high strength bolts of construction, because device sequentially, means the direction of ill-considered, or twist at the end because of the electric wrench to grasp the unskilled. Resulting in a final twist when the tail end of the ridge head Plum slip teeth (ie slip), you can not twist off the plum head, resulting in a final twist torque is unknown. Should be controlled to a certain percentage of these bolts.
4, the beginning of high strength bolts screwed screwed for the purpose of re-friction surface energy of tight and uniform bolt stress, focusing on large node node device order to prevent the loss of pre-tension bolts uneven impact of the convergence of stiffness.
5, forced penetration will damage the threaded bolt, changing the convergence deputy high strength bolts torque coefficient, and even the nuts are not screwed on, so focus on the freedom to penetrate bolt holes, gas cutting reaming very rules, both impair effective member carrying surface, reducing the pressure force transmission area, but also to cause defects reaming at the steel, it shall not gas cutting reaming, reaming maximum limits on the amount is based on the effective load transfer surface member and the friction force area of ​​consideration.
6, for bolt-node grid, its stiffness (deflection) are often weaker than planned value, an important reason is because the ball and the steel bolt tightening is not strong convergence of high-strength bolts, a gap, loosening not tightened conditions, the current portion After removal of the support system, due to the convergence gap, loose and other reasons, deflection significantly increased, exceeding specification limits. Guangzhou Steel

Copyright:佛山市勝邦鋼結(jié)構(gòu)有限公司 Foshan Shengbang Steel Structure Co., Ltd. Record Number:粵ICP備13078463號
主站蜘蛛池模板: 老牛影视在线一区二观看| 男生和女生羞羞的视频| 欧美一区二区视频三区| 日韩视频久久| blackedcom黑人| 欧美另类丰满熟扫乱xxxxx| 久久免费观看视频| 秋霞午夜在线观看| 玖草视频在线观看| 免费人成网站免费看视频| 丁香五香天堂网卡| 欧美国产成人精品一区二区三区| 专门看肉小说的网址| 久久免费福利| 腹肌男高中生gay 网站| 热久久国产最新地址获取| 在线毛片网站| 雨后小故事在线观看| 久久国产欧美日韩精品免费| 久久精品亚洲一区二区三区浴池| 岛国二区三区| 人禽杂交视频网站在线观看| 中文字幕在线有码高清视频| 91精品久久久久久久久网影视| 久久久久毛片免费观看| 男插女在线观看| 日韩伊人| 恋梦空间第一季完整版免费观看| 青苹果乐园影院免费播放| jαpaηese成熟| 999视频精品全部免费观看| 九九视频在线播放| 明星三级做爰在线观看| 女同做爰性用具| 老黄网站在线观看免费| 成人综合在线视频免费观看完整版| 全亚洲最大的777io影院| 九九热欧美| ass伊拉克肥女pics| 男女黄漫全身无遮挡网站动漫| 青青草原在线视频免费观看|