首页|可拉压预应力钢支撑结构及其性能评价

可拉压预应力钢支撑结构及其性能评价

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针对传统钢支撑不能受拉、混凝土支撑工序复杂且拆除产生大量建筑垃圾等问题,研发可拉压预应力钢支撑结构.对可拉压预应力钢支撑结构进行技术评价及造价对比,结果表明:其抗压承载力与传统钢支撑相同,与混凝土支撑相当;抗拉性能及支撑刚度与混凝土支撑相当,优于传统钢支撑;施工便捷性与传统钢支撑相当,优于混凝土支撑;造价与传统钢支撑相当,比混凝土支撑低20%~30%.在地铁基坑工程中,首道支撑采用可拉压预应力钢支撑,相比混凝土支撑,在保证支护效果的同时,能够产生更好的经济效益和社会效益.
Structure and Performance Evaluation of Prestressed Steel Strut Capable Against Tensile and Compressive Stresses
Traditional steel struts cannot be tensioned,and the construction of concrete struts is complex and generates considerable construction waste during the demolition phase.Therefore,prestressed steel struts capable against tensile and compressive stresses have been invented.The performance evaluation results of mechanics,construction adaptability,and cost with a prestressed steel strut capable against tensile and compressive stresses show that its compression bearing capacity is the same as that of a traditional steel strut and equivalent to that of a concrete strut.Furthermore,its tensile and strut stiffness performances are equivalent to those of a concrete strut and superior to those of a traditional steel strut.Its construction convenience is equivalent to that of a traditional steel strut and 20%-30%lower than that of a concrete strut.The first concrete strut replaced by a prestressed steel strut capable against tensile and compressive stresses for metro excavations can not only ensure technical performance but also result in better economic and social benefits.

metroretention and protection for excavationsprestressed steel strut capable of tensile and compressive strengthsperformance evaluationwaste reduction

张金柱、张建良、李延川

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北京城建信捷轨道交通工程咨询有限公司,北京 100045

地铁 基坑支护 可拉压预应力钢支撑 性能评价 垃圾减量

山西省重点研发计划(高新领域)

201703D121031

2024

都市快轨交通
北京交通大学,北京城建设计研究总院有限责任公司

都市快轨交通

CSTPCD北大核心
影响因子:0.785
ISSN:1672-6073
年,卷(期):2024.37(2)
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