某工程型钢悬挑脚手架计算分析
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- 英文论文题名：Shaped Steel Cantilever Scaffold Calculation Analysis in Some Engineering
- 论文作者：万江 ; 周兴平 ; 王祥云
- 英文论文作者：WAN Jiang ; ZHOU Xingping ; WANG Xiangyun ; Chengdu Construction Co. ; Ltd. ; MCC19
- 年：2017
- 作者机构：十九冶成都建设有限公司;
- 论文关键词：脚手架 ; 施工方案 ; 计算 ; 分析
- 英文论文关键词：scaffolds ; construction scheme ; computation ; analysis
- 会议召开时间：2017-05-18
- 会议录名称：全国模板脚手架工程创新技术交流会论文集
- 语种：中文
- 分类号：TU974
- 学会代码：SGJS
- 会议名称：全国模板脚手架工程创新技术交流会
- 会议地点：中国北京
- 主办单位：中国建设科技集团股份有限公司、中国建筑学会工程建设学术委员会、昌宜（天津）模板租赁有限公司、《施工技术》杂志社
- 学会名称：施工技术编辑部
- 页数：3
- 文件大小：442k
- 原文格式：O
- 会议级别：全国
摘要
首先对某工程型钢悬挑脚手架施工方案进行选择,采用悬挑脚手架、落地式脚手架相结合方式,以便加快外墙装饰装修施工进度,然后对脚手架立杆及工字形悬挑钢梁进行荷载计算及受力分析,验证了脚手架系统可靠性,可为同类似工程提供参考。
In this paper,construction schemes on shaped steel cantilever scaffold are analyzed to be selected in some engineering.Using combination method of cantilever scaffold and floor model scaffold can fasten decoration construction proceed of the outer wall.The stand rod of the scaffold and I-shape cantilever steel beam are calculated and analyzed to demonstrate the reliability of the scaffold system.
In this paper,construction schemes on shaped steel cantilever scaffold are analyzed to be selected in some engineering.Using combination method of cantilever scaffold and floor model scaffold can fasten decoration construction proceed of the outer wall.The stand rod of the scaffold and I-shape cantilever steel beam are calculated and analyzed to demonstrate the reliability of the scaffold system.
引文
[1]岳渠德,赵金环,陈建强.某桥墩钢筋笼及脚手架倒塌事故计算分析[J].施工技术,2005,34(3):70-72.
[2]霍亮亮,王涛.悬挑式脚手架在某高层建筑装饰施工中的应用[J].建筑与预算,2014,12(5)102-104.
[3]悬挑式脚手架在某高层建筑外墙施工中的应用[J].广东建材,2011,27(6):120-123.
[4]胡威力.承插型盘扣式钢管脚手架节点受力性能分析[D].长沙:中南大学,2013.
[5]SARNO L D,CHIOCCARELLI E,COSENZA E.Seismic response analysis of an irregular base isolated building[J].Bulletin of earthquake engineering,2011(5);1673-1702.
[6]SHRIMALI M K,BHARTI S D,DUMNE S M.Seismic response analysis of coupled building involving MR damper and elastomeric base isolation[J].Ain Shams engineering journal,2015,110(2):457-470.
[7]ZHANG F.The Modal analysis of a multilayer concave-convex irregular reinforced concrete frame structures before and after seismic isolation[J].Applied mechanics&materials,2013,339(55);632-634.
[8]杜荣军.脚手架结构的稳定承载能力[J].施工技术,2001,7(4):1-5.
[9]XIAO M,ZHENG M,CHANG J,et al.Response analysis of the combined isolation of irregular frame structure[J].Journal of earthquake engineering&engineering vibration,2012,32(4):174-181.
[10]徐崇宝,张铁铮,潘景龙,等.双排扣件式钢管脚手架工作性能的理论分析与实验研究[J].哈尔滨建筑大学学报,1989,9(2):38-55.
[11]林建坤.基于层次分析法(AHP)的脚手架工程危险源风险评价研究[J].四川建筑科学研究,2015,41(1):315-317.
[12]杜荣军.脚手架、支架工程安全的设计计算和施工管理要点(1)[J].施工技术,2016,45(19):124-128.
[13]陆征然,郭超,李帼昌,等.超高扣件式钢管满堂脚手架承载性能试验研究[J].施工技术,2016,45(15):82-85.
[2]霍亮亮,王涛.悬挑式脚手架在某高层建筑装饰施工中的应用[J].建筑与预算,2014,12(5)102-104.
[3]悬挑式脚手架在某高层建筑外墙施工中的应用[J].广东建材,2011,27(6):120-123.
[4]胡威力.承插型盘扣式钢管脚手架节点受力性能分析[D].长沙:中南大学,2013.
[5]SARNO L D,CHIOCCARELLI E,COSENZA E.Seismic response analysis of an irregular base isolated building[J].Bulletin of earthquake engineering,2011(5);1673-1702.
[6]SHRIMALI M K,BHARTI S D,DUMNE S M.Seismic response analysis of coupled building involving MR damper and elastomeric base isolation[J].Ain Shams engineering journal,2015,110(2):457-470.
[7]ZHANG F.The Modal analysis of a multilayer concave-convex irregular reinforced concrete frame structures before and after seismic isolation[J].Applied mechanics&materials,2013,339(55);632-634.
[8]杜荣军.脚手架结构的稳定承载能力[J].施工技术,2001,7(4):1-5.
[9]XIAO M,ZHENG M,CHANG J,et al.Response analysis of the combined isolation of irregular frame structure[J].Journal of earthquake engineering&engineering vibration,2012,32(4):174-181.
[10]徐崇宝,张铁铮,潘景龙,等.双排扣件式钢管脚手架工作性能的理论分析与实验研究[J].哈尔滨建筑大学学报,1989,9(2):38-55.
[11]林建坤.基于层次分析法(AHP)的脚手架工程危险源风险评价研究[J].四川建筑科学研究,2015,41(1):315-317.
[12]杜荣军.脚手架、支架工程安全的设计计算和施工管理要点(1)[J].施工技术,2016,45(19):124-128.
[13]陆征然,郭超,李帼昌,等.超高扣件式钢管满堂脚手架承载性能试验研究[J].施工技术,2016,45(15):82-85.