Discussion on Rebar Calculation of Metro Station Constructed by Cut and Cover Method

doi:10.3973/j.issn.1672-741X.2012.04.015

Tunnel Construction ›› 2012, Vol. 32 ›› Issue (4): 514-517.DOI: 10.3973/j.issn.1672-741X.2012.04.015

• wenzhang • Previous Articles Next Articles

Discussion on Rebar Calculation of Metro Station Constructed by Cut and Cover Method

SONG Yi

(China Railway Tunnel Survey & Design Institute Co., Ltd., Tianjin 300013, China)

Received:2012-02-09 Revised:2012-04-03 Online:2012-08-20 Published:2012-10-16

Abstract

Abstract: The rebar calculation of Metro station constructed by cut and cover method is discussed. It is proposed that the peaktoaverage power reduction, axial force, haunch and distribution bar should be considered in the rebar calculation of Metro station. The proposal is helpful in improving the design quality and reducing the cost, if it is implemented in the design of Metro stations.

Key words: Metro station, cut and cover method, rebar design, power reduction, axial force, haunch distribution

SONG Yi. Discussion on Rebar Calculation of Metro Station Constructed by Cut and Cover Method[J]. Tunnel Construction, 2012, 32(4): 514-517.

[1]	DU Yu. Research on Several Rehabilitation and Expansion Schemes Related to Civil Works for Operating Metro Stations [J]. Tunnel Construction, 2020, 40(7): 1017-1028.
[2]	YAO Yanming, HU Xinpeng, LI Fayong, XIAO Guangliang, HUANG Yi, XIA Hanyong, ZHOU Junhong. Construction Technology and Application of Disassembled Shield Passing Through Station in Confined Space: a Case Study on Ningbo Railway Station [J]. Tunnel Construction, 2020, 40(7): 1035-1040.
[3]	LUO Wenjing, ZOU Chenglu. Key Technologies and Numerical Analysis of Metro Station by Cut-and-cover and Mining Method at Semi-diagenetic Stratum in Nanning [J]. Tunnel Construction, 2020, 40(5): 727-734.
[4]	LI Tiesheng. Key Technologies for Design and Construction of Metro Station by Pipe-roof PBA Method [J]. Tunnel Construction, 2020, 40(4): 531-537.
[5]	HU Shuangping, GAO Zhihong. Seismic Response Analysis of Soil-Column-free Large-span Metro Station Structure [J]. Tunnel Construction, 2020, 40(3): 352-363.
[6]	ZHANG Zhenyi, CHEN Wuhang, XU Youjun, LI Wenbo. Finite Element Mechanical Analysis of Metro Station Constructed by Cut and Cover TopDown Method Based on AM Pile [J]. Tunnel Construction, 2020, 40(2): 189-194.
[7]	CHEN Nan. Comprehensive Evaluation of Construction Safety of Deep Foundation Pit of Metro Station Based on IOWA Operator [J]. Tunnel Construction, 2020, 40(2): 202-208.
[8]	SUN Jiuchun, BAI Tinghui. Construction Control System of Mechanical State of Metro Deep Foundation Pit in Soft Soil [J]. Tunnel Construction, 2019, 39(S2): 44-52.
[9]	ZHAO Taidong. Structural Design and Monitoring Analysis of New-built Mined Tunnel Crossing underneath Existing Metro Station [J]. Tunnel Construction, 2019, 39(S2): 253-260.
[10]	DU Xianwu, LIU Yunsi, GUO Lei, YANG Yuping, LI Xiaolei, WANG Jing, ZHOU Xiaolong. Dewatering Technology of PBA Metro Station under Complex Environment [J]. Tunnel Construction, 2019, 39(S2): 326-334.
[11]	LIANG Xiaoliang, SHI Qingneng, DENG Lin, TANG Yong, LIU Shouhua, YANG Junsheng. Comparison and Selection of Construction Schemes for Interchange Node under Existing Operating Metro Stations [J]. Tunnel Construction, 2019, 39(S1): 369-376.
[12]	LONG Xi′an. Integrated Design Scheme for Underground Station and Urban Complex: a Case Study of Integrated Construction of Meiqi Station on Foshan Line No. 3 and Vanke Sky City Project [J]. Tunnel Construction, 2019, 39(8): 1341-1349.
[13]	LIU Li, GAO Xincai. Bearing Capacity Calculation of Concretefilled Steel Tubular Column during Construction of Metro Station by PBA Method [J]. Tunnel Construction, 2019, 39(7): 1152-1157.
[14]	LIU Shuyan. Transfer Scheme of Underground Twofloor Doubleline Metro Tunnel with Same Platform [J]. Tunnel Construction, 2019, 39(5): 795-801.
[15]	HU Jianguo, LUO Congwu, CHEN Hong. Threeline Transfer Scheme of Huangmugang Station of Shenzhen Metro Line 14 [J]. Tunnel Construction, 2019, 39(4): 633-641.

Discussion on Rebar Calculation of Metro Station Constructed by Cut and Cover Method

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments