| 竖向剪刀撑在模板支架搭设中的作用 |
| |
| 引用本文： | 彭喆.竖向剪刀撑在模板支架搭设中的作用[J].科学技术与工程,2011,11(15):3468-3471. |
| |
| 作者姓名： | 彭喆 |
| |
| 作者单位： | 北京交通大学土木建筑工程学院,北京,100044 |
| |
| 基金项目： | 国家自然科学基金项目(51078018); 住房和城市建设部安全质量监督专项经费项目(2009-9)资助 |
| |
| 摘 要： | 人为过失是模板支架发生事故的主要原因。通过计算在三种不同人为过失(扣件扭紧力矩不足、立杆步距过大、立杆没着地)的情况下,模板支架在有无竖向剪刀撑时的极限承载力及内力。计算结果表明,竖向剪刀撑在加强支架整体性方面和抵抗不同人为过失方面发挥着巨大的作用。
|
| 关 键 词： | 模板支架 竖向剪刀撑 极限承载力 人为过失 |
| 收稿时间： | 2/28/2011 8:13:29 PM |
| 修稿时间： | 2/28/2011 8:13:29 PM |
THE ROLE OF VERTICAL BRIDGING IN SCAFFORDING ERRORS |
| |
| pengzhe.THE ROLE OF VERTICAL BRIDGING IN SCAFFORDING ERRORS[J].Science Technology and Engineering,2011,11(15):3468-3471. |
| |
| Authors: | pengzhe |
| |
| Institution: | PENG Zhe,XIE Nan(School of Civil Engineering & Architecture,Beijing Jiaotong University,Beijing 100044,P.R.China) |
| |
| Abstract: | Human error was the main reason for the falsework accident.Ultimate bearing capacity and internal force of falsework with or without vertical bridging were calculated at three different human error situations(Fastener's tightening torque was too small;Vertical pole's step was too large;Vertical pole did not touch the ground).The results show that vertical bridging has played a huge role in strengthening the fastener's integrity and fighting back different human error. |
| |
| Keywords: | falsework vertical bridging ultimate bearing capacity human error |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《科学技术与工程》浏览原始摘要信息 |
| 点击此处可从《科学技术与工程》下载免费的PDF全文 |
