[1]郭 艳,胡长明,任文军,等.筒仓结构高空模板支撑架及搭设平台的分析研究[J].西安建筑科技大学学报:自然科学版,2015,47(04):549-554.[doi:10.15986/j.1006-7930.2015.04.015]
　GUO Yan,HU Changming,REN Wenjun,et al.Analysis of template support frame and the platform erection of the silo structure at a high altitude[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(04):549-554.[doi:10.15986/j.1006-7930.2015.04.015]
点击复制

筒仓结构高空模板支撑架及搭设平台的分析研究()
分享到：

西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年04期
页码:
549-554
栏目:
出版日期:
2015-08-31

文章信息/Info

Title:
Analysis of template support frame and the platform erection of the silo structure at a high altitude
文章编号:
1006-7930(2015)04-0549-6
作者:
郭 艳1; 胡长明1; 任文军2; 才素平2
1.西安建筑科技大学土木工程学院，陕西 西安 710055；2.中国二冶集团有限公司，内蒙古 包头 014030
Author(s):
GUO Yan1;  HU Changming1;  REN Wenjun2;  CAI Suping2
1.School of Civil Engineering, Xi?an Univ. of Arch. & Tech., Xi?an 710055, China; 2. China Second Metallurgical Group Company, Baotou 014030, China
关键词:
筒仓结构; 支撑架; 操作平台; 数值模拟; 逆向推演
Keywords:
the silo structure;  template support frame;  operating platform;  numerical simulation;  reverse deduction
分类号:
TU733
DOI:
10.15986/j.1006-7930.2015.04.015
文献标志码:
A
摘要:
简述了钢筋混凝土筒仓结构仓顶施工所用模板支架及其施工操作平台系统，该操作平台作为满堂支撑架的搭设基础，用于承担并传递仓顶施工时的荷载．运用SAP2000 建立满堂支撑架及施工操作平台的数值模型，通过逆向推演的形式进行模板支撑架及操作平台的内力分析：先将整个仓顶分三步施工得到每一步混凝土浇筑时模板支撑架立杆底部的轴力，然后将
所得轴力作为外荷载分步作用于施工操作平台之上，可直观地看到不同混凝土浇筑阶段施工操作平台各构件的内力响应．分析结果表明：分步施工的方法能够合理地分配外荷载，避免仓顶一次施工荷载过大可能造成的施工安全隐患，钢丝绳的提拉能够减小操作平台的变形，保证施工安全．
Abstract:
 The template support frame and its construction operating platform system for roof construction of reinforced concrete silo structure is described, as the operating platform was the erection foundation to undertake and pass the loads during the roof concrete pouring. Numerical models of the template support frame and the operating platform through finite element software SAP2000 were established and their force by reverse deduction analyzed. Firstly the whole roof is divided into three steps, and the axial force at the pole’s bottom of the template support frame is obtained under each step. Secondly the axial force as external forces acting on the operating platform is retained step by step, last could retain each element’s mechanical response of the operating platform under different concrete pouring steps. Results showed that staged construction can help distribute the external loads reasonably, avoid the construction safety hazards of large loads aroused by once excessive construction. And the rope could ensure construction safety by reducing the deformation of the operating platform.

参考文献/References:

[1] 张夫.筒仓滑模技术的应用研究[D].西安:西安建筑科技大学, 2011.
ZHANG Fu. Applied research on silo slip form technology in construction[D]. Xi′an: Xi′an Univ. of Arch. & Tech., 2011.
[2] 刘玉龙.大直径筒仓滑模及仓顶钢结构整体提升关键施工技术[D].天津:天津大学, 2012.
LIU Yulong. Slip-form construction technique and steel structure frame integral lifting method for large diameter storage silo[D]. Tianjin: Tianjin University, 2012.
[3] 胡长明.高大模板扣件式支撑体系施工技术研究报告[R].西安:西安建筑科技大学, 2008.
HU Changming. Experimental study of the lofty formwork support system[R]. Xi′an: Xi′an Univ. of Arch. & Tech., 2008.
[4] 胡长明.扣件联接钢结构的试验及其理论研究[D].西安:西安建筑科技大学, 2008.
HU Changming. Studies on experiment and theory of steel construction connected with fasteners [D]. Xi′an: Xi′an Univ. of Arch. & Tech., 2008.
[5] 袁雪霞,金伟良,鲁征,等.扣件式钢管支模架稳定承载能力研究[J].土木工程学报, 2006, 39(5): 43-50.
YUAN Xuexia, JIN Weiliang, LU Zheng, et al. A study on the stability bearing capacity of fastener-style tubular steel formwork-supports[J]. China Civil Engineering Journal, 2006, 39(5): 43-50.
[6] 陈志华,陆征然,王小盾.钢管脚手架直角扣件刚度的数值模拟分析及试验研究[J].土木工程学报, 2010, 43(9):100-108.
CHEN Zhihua, LU Zhengran, WANG Xiaodun. Numerical analysis and experimental study of the stiffness of right angle couplers in tubular steel scaffolds[J]. China Civil Engineering Journal, 2010, 43(9): 100-108.
[7] PENG JL, CHAN SL, WU CL. Effects of geometrical shape and incremental loads on scaffold systems[J].Journal of Constructional Steel Research, 2007,63: 448-459.
[8] 王光远.论时变结构力学[J].土木工程学报, 2000, 33(6):105-108.
WANG Guangyuan. On mechanics of time-varing structures[J]. China Civil Engineering Journal, 2000,33(6): 105-108.
[9] 赵挺生,赵伟,顾祥林,等.高层建筑混凝土结构施工阶段安全性分析的简化模型[J].建筑结构, 2002, 32(3): 10-12.
ZHAO Tingsheng, ZHAO Wei, GU Xianglin, et al. Simplified model for safety analysis of high concrete structures in construction stage[J]. Building Structure, 2002,32(3): 10-12.
[10] 胡长明,郭艳,梅源,等. 大直径筒仓的仓顶施工用平台及施工方法.中国:201310666051.3[P]. 2013-12-10.
HU Changming, GUO Yan, MEI Yuan, et al. The construction platform and construction method used in the roof construct of large diameter silo. Chinese patent: 201310666051.3[P]. 2013-12-10.
[11] 胡长明,郭艳,梅源,等. 大直径筒仓的仓顶施工用平台.中国:201320812169.8[P]. 2014-05-28.
HU Changming, GUO Yan, MEI Yuan, et al. The construction platform used in the roof construct of large diameter silo. Chinese patent: 201320812169.8[P]. 2014-05-28.

备注/Memo

备注/Memo:
收稿日期：2014-03-27 修改稿日期：2015-08-01
基金项目：陕西省教育厅专项科研计划项目（12JK0898）；包头市科技计划项目(2013x1007)；陕西省社会发展科技攻关项目（2015SF290）
作者简介：郭艳（1989-），女，博士生，主要从事土木工程施工与管理研究．E-mail: newmanguoyan@126.com
更新日期/Last Update: 2015-10-30