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张明聚, 赵鸿超. 基坑工程内支撑抱箍式活络头力学性能试验研究[J]. 岩土工程学报, 2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073
引用本文: 张明聚, 赵鸿超. 基坑工程内支撑抱箍式活络头力学性能试验研究[J]. 岩土工程学报, 2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073
ZHANG Ming-ju, ZHAO Hong-chao. Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073
Citation: ZHANG Ming-ju, ZHAO Hong-chao. Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073

基坑工程内支撑抱箍式活络头力学性能试验研究

Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering

  • 摘要: 为了改进现有基坑工程钢支撑活络头的受力方式,以进一步提高基坑工程内支撑体系的安全性和稳定性,设计研发了新型基坑工程内支撑抱箍式活络头,通过室内轴压试验,研究了不同试件的力学性能。试验结果表明:抱箍式活络头整体刚度高于单缸千斤顶支顶活络头;在相同荷载下,单缸千斤顶支顶活络头位移较大;在正常使用状态下,试件可重复使用;在达到极限承载力时,抱箍式活络头发生微小脆性滑移破坏,滑移之后可继续承载;由于底部螺栓的夹持作用,抱箍式活络头调节长度短时,即接触面积大时,承载力反而减小;在轴向压力作用下,抱箍式活络头螺栓预拉力基本不变。

     

    Abstract: In order to improve the force way of the traditional disconnectable coupling in excavation engineering to further increase its security and stability, the design and development about the new hoop-disconnectable coupling are performed. Through axial compression tests, the mechanical properties of different specimens are studied. The main conclusions are drawn as follows: (1) the stiffness of the hoop-disconnectable coupling is higher than that of the traditional one; (2) under in the same load, the displacement of the traditional is larger; (3) under normal operation, the specimens can be reused; (4) when the ultimate bearing capacity is reached, the hoop-disconnectable coupling exhibits tiny brittle failure and after slipping, and it can continue to carry; (5) due to the clamping action of the bottom bolts, when the adjustable length is short, namely the larger contact area, the carrying capacity instead decreases; (6) under the axial compression, the pretension of bolts is essentially unchanged.

     

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