CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM

Xiao Li; Zhang Huiying

doi:10.13204/j.gyjz200402008

Volume 34 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(2): 22-24,55

Xiao Li, Zhang Huiying. CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 22-24,55. doi: 10.13204/j.gyjz200402008

Citation:

Xiao Li, Zhang Huiying. CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 22-24,55. doi: 10.13204/j.gyjz200402008

Xiao Li, Zhang Huiying. CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 22-24,55. doi: 10.13204/j.gyjz200402008

Citation:

Xiao Li, Zhang Huiying. CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 22-24,55. doi: 10.13204/j.gyjz200402008

PDF( 0 KB)

CHARACTERISTIC AND COMPARISON OF TWO KINDS OF MODULAR BOX SYSTEM

doi: 10.13204/j.gyjz200402008

1.
Dept.of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2003-07-01
Publish Date: 2004-02-20

Abstract

Abstract

This paper introduces the monolithic cast modular box system, which is developed by Beijing Building Research Institute of CSCEC and produced by New Star Boxed Construction Unit Factory, and the new type modular box assempled with precast flat mould concrete, which is developed by Beijing Dongsheng Boxed Construction Unit Factory, and compares their advantages and disadvantages on the form, construction, production technique, connection and behavior, which may provide a reference for the progress and development of the modular box system.
- modular box system,
- monolithic cast assemble with precast,
- mould concrete,
- connection joint

FullText(HTML)

References(3)

References

祝文君, 张惠英, 来晋炎.一种新型拼装式盒子结构建筑.见:1999全国砌体结构学术会议.杭州:1999

[2] 赵国和.盒子结构多层住宅建筑体系.见:全国第九届现代结构工程技术交流会.金华:1999

[3] 张香在, 李乃昌.盒子建筑的开发及应用.建筑技术, 1992(11):675～676

Relative Articles

[1]	ZHANG Zeyu, ZENG Lijing, WANG Yuedong, HOU Zhaoxin, LIU Xuechun, ZHANG Ailin, LI Weinan. Research on Mechanical Properties of Prefabricated Z-Shaped Steel Beam-to-Column Connections[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 62-69. doi: 10.3724/j.gyjzG24022007
[2]	YE Yong, YANG Shixuan, CHEN Hongtao, GUO Zixiong. Experimental Research on Mechanical Properties of Stone Curtain Wall Connection with Attached Stone Back Hook[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 160-167. doi: 10.3724/j.gyjzG23091701
[3]	HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Seismic Finite Element Study on Joint Performance of a New Fabricated Dry Connection Self-Centering Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 130-138. doi: 10.13204/j.gyjzG22040210
[4]	ZHU Zhangfeng, RICHARD Liew, DU Yong, YAO Bing. Interfacial Bond Performance Experiment on High-Strength Steel Pipe Joints for Prefabricated Composite Structural Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 120-124,179. doi: 10.13204/j.gyjzG21100816
[5]	YU Hongran, WANG Yan, AN Qi. SEISMIC PERFORMANCE ANALYSIS OF ANCHORING PREFABRICATED WALL-BEAM JOINT OF STEEL TUBE BUNDLE COMPOSITE SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 84-94. doi: 10.13204/j.gyjzG20100401
[6]	GAO Peinan, DENG Yang, LI Aiqun, LU Fengyong. REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 171-185,152. doi: 10.13204/j.gyjzG20040805
[7]	WANG Xiujun, WANG Yan. RESEARCH ON FLEXURAL CAPACITY OF PREFABRICATED BEAM-COLUMN HIGH-STRENGTH BOLTED JOINT WIEH EXTERNAL DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 125-132. doi: 10.13204/j.gyjzG20070605
[11]	Pang Rui, Xiong Xiaoli, Jiang Lifeng. EXPERIMENTAL STUDY OF SHEAR CAPACITY OF π-SHAPE SLAB JOINTS IN PRECAST RC DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 84-87.
[12]	Chen Anying, Guo Zhengxing. WHOLE FRAME EXPERIMENTAL STUDY ON JOINT STIFFNESS OF STEEL TUBULAR SCAFFOLD WITH COUPLERS BASED ON DISPLACEMENT BACK ANALYSIS THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 97-102. doi: 10.13204/j.gyjz201303021
[13]	Wei Wenhui, Yu Meng, Gao Zhan, Yu Weifang. ANALYSIS OF SHEAR CAPACITY OF BEAM-AND-GIRDER BOLT CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 134-137. doi: 10.13204/j.gyjz201306027
[14]	Yang Wei-jun, Yang Yong-da, Yang Shu. EXPERIMENTAL STUDY ON CONNECTION PROPERTY OF JOINTS OF PULLEY-CLIP SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 101-107. doi: 10.13204/j.gyjz201210022
[15]	Meng Xian-de, Long Ping, Zhang Xin, Hu Xin-wei, Zhao Xu-qian. RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 137-141. doi: 10.13204/j.gyjz201210028