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Joint structure of precast concrete slab for rapid construction and its construction method

机译:快速施工预制混凝土板的接缝结构及其施工方法

摘要

PROBLEM TO BE SOLVED: To provide a junction structure of a precast concrete floor slab and a construction method thereof, in which the junction structure enables rapid construction work when replacing the floor slab, etc., at the same time narrowing a joint width and offering high durability.SOLUTION: Precast concrete floor slabs 1 are installed on a girder after removing an existing floor slab, at a joint part S leaving a prescribed interval, and are joined by filling high-strength fiber-reinforced mortar 9. A plurality of perforated steel plates 2 protrudes on an edge surface of the precast concrete floor slab 1 facing the joint part S, leaving a prescribed interval a. When the floor slabs have been joined by filling the high-strength fiber-reinforced mortar 9, the perforated steel plates 2 of the precast concrete floor slabs 1 that face each other are in a proximity to each other leaving an interval b, in parallel to each other. The perforated steel plates 2 are brought close and overlapped with each other, and flexure of the precast concrete floor slab 1 is received by bearing pressure between a hole 3 and a plate surface of the perforated steel plate 2 filled with the high-strength fiber-reinforced mortar 9, while avoiding two-plane shear failure.SELECTED DRAWING: Figure 1
机译:解决的问题:提供一种预制混凝土楼板的结合结构及其施工方法,其中,该结合结构在更换楼板等时能够快速进行施工,同时缩小接缝宽度并提供解决方案:预制混凝土楼板1在拆除现有楼板后,以规定间隔的接缝S安装在大梁上,并通过填充高强度纤维砂浆9进行连接。钢板2在预制混凝土楼板1的面向接合部分S的边缘表面上突出,留有规定的间隔a。当通过填充高强度纤维砂浆9而将地板块连接在一起时,彼此面对的预制混凝土地板块1的多孔钢板2彼此靠近,并留有间隔b,平行于彼此。使多孔钢板2彼此靠近并重叠,并且通过孔3与填充有高强度纤维的多孔钢板2的板表面之间的轴承压力来承受预制混凝土楼板1的挠曲。增强砂浆9,同时避免了两面剪切破坏。选图:图1

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