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后张法预应力施工中常见的两个问题 被引量:7
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作者 王开文 《山西建筑》 2006年第9期141-142,共2页
介绍了后张法预应力钢筋混凝土桥梁工程中经常遇到的问题,通过工程实例,对产生问题的原因进行了分析,提出了相应的预防措施,以保证后张法预应力施工质量。
关键词 后张法.预应力 施工 堵孔 曲线束
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基础地下室混凝土施工中的裂缝控制
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作者 陈建兰 黄乐平 《山西建筑》 2005年第11期111-112,共2页
着重分析了基础大体积混凝土及地下室外墙混凝土的施工裂缝产生的原因,从施工角度讨论预拌混凝土在大体积基础及地下室外墙控制裂缝应注意的事项,并提出几点体会。
关键词 基础 地下室 现场施工 裂缝
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Unanticipated Bond Failure over Supporting Band Beams in Grouted Post-Tensioned Slab Tendons with Little or No Initial Prestress
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作者 Raymond Ian Gilbert 《Journal of Civil Engineering and Architecture》 2013年第11期1343-1352,共10页
After grouting the ducts in a large band beam and one-way slab post-tensioned floor system in a large shopping mall (in excess of 1.5 km2 in plan), doubts arose concerning the level of initial prestress and the stre... After grouting the ducts in a large band beam and one-way slab post-tensioned floor system in a large shopping mall (in excess of 1.5 km2 in plan), doubts arose concerning the level of initial prestress and the strength and serviceability of the slabs was questioned. To assess the strength of the slabs, it was assumed, as a worst case scenario, that some spans may have been constructed with zero initial prestress. Load tests on prototype specimens, with similar dimensions and reinforcement quantities as the floor slabs, were performed to assess the stress development in initially unstressed, but fully grouted, tendons. Unexpected bond failures occurred at the junctions of slab and band beam where the abrupt change in section depth caused a sudden change in tendon stress. The maximum stress that was developed in the initially unstressed tendons at these locations was about 60% of the strength of the tendons. 展开更多
关键词 ANCHORAGE development length post-tensioned slabs stress development TENDONS unbonded construction.
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