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CONSTRUCTION METHOD FOR INJECTING GROUT INTO CABLE SHEATH OF POST-TENSIONED PC STRUCTURE

机译:后张式PC结构电缆灌浆注浆施工方法

摘要

PROBLEM TO BE SOLVED: To provide a construction method for injecting grout into a cable sheath of a post-tensioned PC structure, which enables the use of non-bleeding type ultrahigh-fluidity (ultralow-viscosity) grout.;SOLUTION: This construction method for injecting the grout into the cable sheath of the post-tensioned PC structure includes a vacuuming step: a vacuum pump is connected to the grout discharge side of the cable sheath when the grout is injected into the cable sheath of the post-tensioned PC structure; and the grout is infilled into the cable sheath by an injection pump which is connected to the grout injection side of the cable sheath, while the vacuum pump is brought into an in-service state. In the construction method, an ultrahigh-fluidity (ultralow-viscosity) grout material with a low water-cement ratio is injected in large ejection amounts by means of the injection pump.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:提供一种将水泥浆注入后张式PC结构的电缆护套中的施工方法,从而能够使用非渗漏型超高流动性(超低粘度)水泥浆;解决方案:该施工方法用于将灌浆注入到后张紧的PC结构的电缆护套中的步骤包括抽真空步骤:当将灌浆注入到后张紧的PC结构的电缆护套中时,将真空泵连接到电缆护套的灌浆排出侧。 ;然后将注浆通过连接到电缆护套注浆侧的注入泵注入到电缆护套中,同时使真空泵处于使用状态。在该构造方法中,通过注浆泵以大的喷出量注入水灰比低的超高流动性(超低粘度)灌浆材料。版权所有:(C)2005,JPO&NCIPI

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