ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM

Lin Zhangzhang; Zhang Yi; Yang Junjie

doi:10.13204/j.gyjz201302019

Volume 43 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(2): 94-98

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

Citation:

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

Citation:

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

PDF( 0 KB)

ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM

doi: 10.13204/j.gyjz201302019

1.
1. Zhejiang Provincial Institute of Communications Planning,Design &Research,Hangzhou 310006,China;
2.
2. Zhejiang University of Technology,Hangzhou 310014,China;
3.
3. Zhejiang Provincial Railway Investment Group Co.Ltd,Hangzhou 310013,China

Received Date: 2012-08-02
Publish Date: 2013-02-20

Abstract

Abstract

Collapses of supporting systems and cracking of the supported floors often happen during the period of construction because of unsuitable configuration and incorrect removal of supporting system.Combined with field detection,three-dimension model of multistory formwork support system was built by FEM,the model could reveal the effects of the removal time and building style of supporting system on the bearing capacity of structure,and propose the corresponding technique key points with different structural styles.The study provided the scientific guides for controlling the safety,high-speed cycling of supports system and the reference to safety of construction.
- multi-storey formwork supports system,
- field detection,
- ANSYS

FullText(HTML)

References(10)

References

[2] 糜嘉平.建筑模板与脚手架研究及应用[M].北京:中国建筑工业出版社,2001.

JGJ 1302001建筑施工扣件式钢管脚手架安全技术规范[S].

[3] 赵挺生,蔡明桥,李树逊,等.混凝土建筑结构施工设计[M].北京:中国建筑工业出版社,2004.

[4] 杜荣军.脚手架结构的设计规定和计算方法[J].建筑技术,1999,30(8):532-535.

[5] 任重. ANSYS 实用分析[M].北京:北方大学出版社,2003.

[6] 司炳君,孙治国,艾庆华. Solid 65单元在混凝土结构有限元分析中的应用[J].工业建筑,2007,37(1):87-92.

[7] 崔娟玲,郭昭胜.利用 Ansys Solid 65单元分析钢筋混凝土结构[J].山西建筑,2006,32(1):76-77.

[8] 车宏亚,颜德姮,程文瀼,等.混凝土结构[M].北京:中国建筑工业出版社,1998.

[9] 罗才毅.不同掺合料混凝土早龄期力学性能试验研究[D].杭州:浙江大学,2002.

[10] 赵挺生,蔡明桥,李树逊,等.混凝土建筑结构施工设计[M].北京:中国建筑工业出版社,2004.

Relative Articles

[1]	Li Qinshan, Wang Tiecheng, Zhao Hailong, Wang Wenxing. THE ANALYSIS AND COMPARISON OF MECHANICAL PERFORMANCE OF TWO KINDS OF SILO HORIZONTAL SUPPORTING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 143-146. doi: 10.13204/j.gyjz201504027
[2]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[3]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[4]	Chen Changhong, Huang Ying, Shan Jian. THE PRE- TWISTED THIN- WALLED BEAM ELEMENT STIFFNESS MATRIX CONSIDERING THE SAINT- VENANT WARPING DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 60-64. doi: 10.13204/j.gyjz201204013
[5]	Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017
[6]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[7]	Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
[8]	Zhou Wei, Yin Chenbo, Ren Mi. DYNAMIC ANALYSIS OF FORMWORK SUPPORT SYSTEM BY FREELY FALLING SHOCKING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 19-22. doi: 10.13204/j.gyjz201101005
[9]	Wang Quanfeng, Li Fei, Chen Haojun, Huang Yihui, Yang Yongxin, Xu Yuye. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOUR OF TIMBER BEAMS REINFORCED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 126-130. doi: 10.13204/j.gyjz201004027
[10]	Xiao Qi, Zhu He. RANDOM VIBRATION ANALYSIS OF DYNAMIC CHARACTERISTICS OF TALL BUILDING STRUCTURE BASED ON POWER SPECTRAL DENSITY OF WIND PRESSURE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 71-73. doi: 10.13204/j.gyjz200909014
[11]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[12]	Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009
[13]	Wang Ge, Zhang Jichao. STUDY ON APPLICATION OF IGP -STIFFEN CHS JOINTS IN GUANGDONG SCIENCE CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 93-97. doi: 10.13204/j.gyjz200710025
[14]	Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021
[15]	Geng Ou, Yuan Guanglin. TURY ON THE STRESS-STRAIN RELATIONSHIP OF CARBONATION CONCRETE AND THE FLEXURAL PERFORMANCE OF THE CARBONIZED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 44-46. doi: 10.13204/j.gyjz2006010114
[16]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[17]	Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020
[18]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[19]	Wang Xin, Li Gang, Sheng Qinzhu, Lu Zhoudao. FINITE ELEMENT ANALYSIS OF THE FLY ASH BLOCK WALLS STRENGTHENED BY GLASS FIBER REINFORCED PLASTICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 96-98. doi: 10.13204/j.gyjz200507028
[20]	Su Guozhu, Wang Yonghuan, Xu Haixiang, Xu Qing. STRUCTURAL OPTIMUM DESIGN OF ALLOTYPE HIGH TOWER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 57-59,68. doi: 10.13204/j.gyjz200502016