Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (3) :115-123    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
On the Design of a Reinforced Concrete Pipe
for a Heat Supply Tunnel Constructed by Pipe Jacking
(Beijing Teze Thermal Engineering Design Co. Ltd., Beijing  100027)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Mechanical pipe jacking construction technology is characterized by many advantages, such as fast construction, high automation, safety, reliability, and less impact on surroundings; it is therefore of great importance in the construction of heat supply tunnels. During the operation phase, a heat supply tunnel will be subjected to a high environmental temperature and internal forces of constant thrust, guiding thrust, and so on. This paper analyzes the deformation and mechanical state of the mechanically jacked reinforced concrete pipe for a heat supply tunnel in different temperatures by means of field testing and theoretical calculation. The results were verified by engineering practice. Additionally, it summarizes how the design and calculation method for reinforced concrete pipes are applicable to heat supply engineering. Finally, it concludes that the calculation results for the structural design of the reinforced concrete pipe in a jacked heat supply tunnel are similar to the test results with more safety redundancy, provided that a reduction method for the concrete strength and elastic modulus is used.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
KeywordsHeat supply tunnel   Pipe jacking   Temperature field   Numerical simulation     
Abstract: Mechanical pipe jacking construction technology is characterized by many advantages, such as fast construction, high automation, safety, reliability, and less impact on surroundings; it is therefore of great importance in the construction of heat supply tunnels. During the operation phase, a heat supply tunnel will be subjected to a high environmental temperature and internal forces of constant thrust, guiding thrust, and so on. This paper analyzes the deformation and mechanical state of the mechanically jacked reinforced concrete pipe for a heat supply tunnel in different temperatures by means of field testing and theoretical calculation. The results were verified by engineering practice. Additionally, it summarizes how the design and calculation method for reinforced concrete pipes are applicable to heat supply engineering. Finally, it concludes that the calculation results for the structural design of the reinforced concrete pipe in a jacked heat supply tunnel are similar to the test results with more safety redundancy, provided that a reduction method for the concrete strength and elastic modulus is used.
KeywordsHeat supply tunnel,   Pipe jacking,   Temperature field,   Numerical simulation     
published: 2013-03-01
Cite this article:   
.On the Design of a Reinforced Concrete Pipe
for a Heat Supply Tunnel Constructed by Pipe Jacking[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(3): 115-123
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I3/115
 
No references of article
[1] REN Wei1 WANG Song2 WANG Long3.Analysis on Dewatering Test of Foundation Pit in Stratum with Small Permeability[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 188-193
[2] LEI Shuai1,2 FANG Yong3 LIU Jing4 HUANG Lei1, 2.Research of Construction Ventilation Optimization for Huayingshan Tunnel on Nanchong-Dazu-Liangping Expressway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(2): 194-200
[3] WEI Gang1 LU Shijie2.Present Status and Prospects of Research on Flexible Joint Models of Immersed Tube Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(1): 6-13
[4] LIU Haitao1 ZHOU Hui2 HU Dawei2 GAO Yang2.Coupled Thermo-mechanical Numerical Simulation of the Radioactive Waste Repository[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(1): 47-55
[5] ZHOU Lei ZHU Zheming LIU Bang ZHAO Yanlin ZHOU Qin.Influence of Crack Location and Depth on Stability of Surrounding Rock Mass[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(1): 130-138
[6] YAN Zihai1,2 ZHANG Lifeng1,2 LU Junfu3 ZOU Jinjie1,2.Study on Construction Method of the Intersection of the Urban Underground Interchange Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(1): 176-184
[7] LIU Haitao1 ZHOU Hui2 LU Jingjing2 HU Dawei2 YANG Fanjie2.A Sampling-Based Probabilistic Prediction Method of Rockbursts in Deep-buried Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(6): 59-66
[8] YUAN Shaodong1 YANG Lin2 HUANG Jian2.Effect of Sequential Excavation of the Second Tunnel Tube on Transverse and Longitudinal Ground Settlements of the First Tunnel Tube in Parallel Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(6): 80-86
[9] HAO Zhitao1,2 CAO Wufu1,2 WANG Ting1,2.Contrastive Analysis of Working Face Stability in Cases of Climbing Excavation and Horizontal Excavation[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(6): 94-100
[10] ZHAO Yongjian1 GONG Yi2 DING Yong2 DONG Xuehua2.Effect of Explosion in a Gas Pipeline Compartment of a Utility Tunnel on Neighboring Metro Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(6): 139-143
[11] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 61-71
[12] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 115-123
[13] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 140-145
[14] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 188-200
[15] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 254-262
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY