Analysis of combination components coupling of pressure relief anchor box beam support system and application
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Analysis of combination components coupling of pressure relief anchor box beam support system and application
Vol. 33, Issue 11, (2012)
作者机构:
1. 山东大学 岩土与结构工程研究中心,济南,250061
2. 兖矿集团有限公司 博士后科研工作站,山东 邹城,273500
作者简介:
基金信息:
DOI:
CLC:TD313
Online First:14 November 2012,
Published:2012
稿件说明:
移动端阅览
WANG Qi, LI Shu-cai, LI Wei-teng, et al. Analysis of combination components coupling of pressure relief anchor box beam support system and application[J]. 2012, 33(11).
DOI:
WANG Qi, LI Shu-cai, LI Wei-teng, et al. Analysis of combination components coupling of pressure relief anchor box beam support system and application[J]. 2012, 33(11).DOI:
Analysis of combination components coupling of pressure relief anchor box beam support system and application
The current research situations of anchor beam support system and composite members coupling support are summarized; and the necessity and significance of coupling support research of composite members in anchor beam support system are also researched. High strength pressure relief anchor box beam support system is developed
which is guided by the support idea: controlling at first
pressure yielding behind and then resistance. The coupling efficiency weights of composite members are obtained through the method of analytic hierarchy process; and utilization ratio of whole performance
coupling efficiency and control effect of surrounding rock of members in support system are put forward. The results of thirteen numerical test schemes show that coupling efficiency of Ⅱ12c+? 22 cable
Ⅱ12b+? 22 cable and Ⅱ12a+? 17.8 cable support system are good; the coupling efficiency of support system is markedly affected by cable type; increasing prestressing force is good for raising whole utilization ratio and coupling efficiency
and improving control effect of surrounding rock. The force measuring anchor box beams are designed and made; and the Ⅱ12b+? 22 anchor beam support system is applied to field test. Monitoring results show that the utilization ratio of whole performance is 54.51%; the coupling efficiency of members is 75.61%; members of system keep pace with each other in load supporting; roof settlement in coal roadway is 148 mm and walls displacement of roadway is 180 mm; and surrouding rock deformation is controlled well during roadway excavation.
Comparative study of arrangement mode of pressure relief anchor cable box beam support system in deep thick top coal roadway
Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles
Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds
Comparative research on surrounding rock failure deformation and control mechanism in deep roadway driving along goaf based on discontinuous deformation analysis
Field test of piled beam-slab foundation
Related Author
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HUANG Fu-chang
WU Di
CHEN Rong
KONG Gang-qiang
NIU Geng
MIAO Yu-song
Related Institution
Post-Doctoral Scientific Research Station, Yankuang Group Company Limited, Zoucheng
School of Science, Qingdao University of Technology
College of Civil and Transportation Engineering, Hohai University
The Development Construction Co. Ltd. of China Construction Eighth Engineering Division
Key Laboratory for Geomechanics and Embankment Engineering of Education Ministry , Hohai University