APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION

Wu Huajun; Fang Pengfei

doi:10.13204/j.gyjz201104030

Volume 41 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 140-143,149

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

Citation:

Wu Huajun, Fang Pengfei. APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 140-143,149. doi: 10.13204/j.gyjz201104030

Citation:

Wu Huajun, Fang Pengfei. APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 140-143,149. doi: 10.13204/j.gyjz201104030

PDF( 0 KB)

APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION

doi: 10.13204/j.gyjz201104030

Wu Huajun¹,
Fang Pengfei²

1.
1. Yiwu Industrial &Commercial College,Yiwu 322000,China;
2.
2. Ningbo Institute of Technology,Zhejiang University,Ningbo 315100,China

Received Date: 2010-08-18
Publish Date: 2011-04-20

Abstract

Abstract

The excavation project for the pump room of a thermo-electric plant is close to hills. Its geological and environmental condition is complicated，which is disadvantageous to its design. According to the safe principle and convenient construction，punching cast-in-place concrete pile and steel box girder were adopted to support the structure. And the high pressure jet grouting was used to act as waterproof heavy curtain. Through the whole construction and monitoring result，it is shown that the design is reasonable.
- excavation,
- supporting structure,
- steel box girder,
- monitoring

FullText(HTML)

References(2)

References

龚晓南.深基坑工程设计施工手册[M].北京:中国建筑工业出版社,1998.

[2] GB500072002建筑地基基础设计规范[S]

Relative Articles

[1]	LYU Zhilin, JIANG Xu, QIANG Xuhong, SUN Kai, DONG Hao. Feasibility Research on Strengthening Damaged Steel Structure with Self-Stress SMA[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 174-182. doi: 10.13204/j.gyjzG20100301
[2]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[3]	ZHOU Zhiguang, CHEN Hao, ZHAO Jinyi. Study on Shaking Table Test of Nuclear Structure Considering SSI Effect and Isolation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 87-92. doi: 10.13204/j.gyjzG19100102
[4]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[5]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[6]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[7]	Chen Anying, Guo Zhengxing, Wu Lei. EXPERIMENTAL RESEARCH ON STRUCTURAL MECHANICAL PERFORMANCE OF PIN-DISK TYPE STEEL TUBE SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 140-145. doi: 10.13204/j.gyjz201410028
[8]	Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018
[9]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[10]	Shi Gang, Ban Huiyong, Shi Yongjiu, Wang Yuanqing. ENGINEERING APPLICATION AND RECENT RESEARCH PROGRESS ON HIGH STRENGTH STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 1-7,61. doi: 10.13204/j.gyjz201201001
[11]	Qin Peicheng, Zha Xiaoxiong. THEORY AND EXPERIMENT STUDY ON THE FATIGUE BEHAVIOR OF METAL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 42-45. doi: 10.13204/j.gyjz201103007
[12]	Zhang Xuchen, Zha Xiaoxiong. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
[13]	Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030
[14]	Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020
[15]	Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
[16]	Jiang Lixue. EXPERIMENTAL STUDY ON STRUCTURAL BEHAVIOR OF R/C CONTINUOUS BEAMS WITH CAST-IN-SITU SLABS UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 62-67. doi: 10.13204/j.gyjz200911015
[17]	Luo Ting, Li Tingting, Hou Wei, Gao Zhiwei, Wang Qingxiang. TEST VALIDATING OF UH MODEL FOR OVER-CONSOLIDATED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 21-24. doi: 10.13204/j.gyjz200808006
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[20]	Tang Gan, Ma Jun, Zhao Caiqi, Zhao Huilin. ADVANCED STOCHASTIC IMPERFECTIONS METHOD FOR STABILITY ANALYSIS OF SHEET SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 10-13. doi: 10.13204/j.gyjz200411003