REINFORCED DESIGN AND THE KEY CONSTRUCTION TECHNIQUE OF THE MAIN STRUCTURE OF BELT CORRIDOR IN A COAL MINE

Xie Haijian; LüHenglin; Zhang Jie; Ye Yafei

doi:10.13204/j.gyjz201301029

Volume 43 Issue 1

Dec. 2014

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Xie Haijian, LüHenglin, Zhang Jie, Ye Yafei. REINFORCED DESIGN AND THE KEY CONSTRUCTION TECHNIQUE OF THE MAIN STRUCTURE OF BELT CORRIDOR IN A COAL MINE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 131-135. doi: 10.13204/j.gyjz201301029

Citation:

Xie Haijian, LüHenglin, Zhang Jie, Ye Yafei. REINFORCED DESIGN AND THE KEY CONSTRUCTION TECHNIQUE OF THE MAIN STRUCTURE OF BELT CORRIDOR IN A COAL MINE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 131-135. doi: 10.13204/j.gyjz201301029

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REINFORCED DESIGN AND THE KEY CONSTRUCTION TECHNIQUE OF THE MAIN STRUCTURE OF BELT CORRIDOR IN A COAL MINE

doi: 10.13204/j.gyjz201301029

1.
1. School of Architecture and Civil Engineering,China University of Mining &Technology,Xuzhou 221116,China;
2.
2. Jiangsu Key Laboratory of Environmental Impact and Structural Safety of Civil Engineering,Xuzhou 221116,China

Received Date: 2012-05-07
Publish Date: 2013-01-20

Abstract

Abstract

Materials,members and structures of the belt conveyor corridor in certain coal mine was greatly degraded and deteriorated at the severe coal mine industrial environment.Based on the reliability assessment report and the study on damage mechanisms of the main structure of the belt conveyor corridor,combined with the functional requirement,firstly the part which had degraded and deteriorated was repaired,and reinforced concrete frame structure was strengthened by increasing the section area and CFPR,and prestressed reinforced concrete truss and steel channel beam of the corridor body were strengthened by GFRP,CFRP and adding steel plates,finally every part was maintained at surface.In addition,the key points of construction technology were summarized.
- belt corridor,
- coal mine,
- reinforced design,
- durability

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References(10)

References

[2] GB 500102010混凝土结构设计规范[S].

宋亚林,吕恒林,张杰,等.某煤矿皮带廊主体结构安全性检测与评定[J].扬州大学学报,2011,14(4):51-55.

[3] GB 503672006混凝土结构加固设计规范[S].

[4] GB 500032001砌体结构设计规范[S].

[5] GB 500172003钢结构设计规范[S].

[6] 张家康.矿山特殊结构设计[M].徐州:中国矿业大学出版社,1991.

[7] L Henglin,Zhao Chengming,Lei Song,et al. Damage andDeterioration Mechanism and Curing Technique of ConcreteStructure in Main Coal Cleaning Plants[J]. Mining Science andTechnology,2009,19(6):750-755.

[8] Wu Q,Yuan Y S,Li J Y. Research on Structural Behavior sDeterioration of Corroded Reinforced Concrete Beams Under ManMade Climate [J]. Journal of China University of Mining ＆Technology (In Chinese),2007,36(4):441-445.

[9] 陈大川,李华辉.汶川地震后某中学综合楼抗震鉴定与加固设计[J].工业建筑,2009,39(8):4-7.

[10] 岳清瑞,张宁,彭福明,等.碳纤维增强复合材料(CFRP)加固修复钢结构性能研究与工程应用[M].北京:中国建筑工业出版社,2009.

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