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CONSTRUCTION METHOD FOR SLAB, SHEAR REINFORCEMENT, AND CONCRETE BEAM STRUCTURE

机译:板,抗剪及混凝土梁结构的施工方法

摘要

PROBLEM TO BE SOLVED: To achieve non-shoring construction of an overhang part of a half-precast slab.;SOLUTION: A half-precast slab 4 is used which includes a main-body part 41 and overhang parts 42, a truss reinforcement 44 buried in those main-body part and overhang parts to be exposed on their top surfaces, and slab lower end reinforcements 43 exposed between the main-body part and overhang parts. Both side parts of the main-body part 41 and base-end parts of the overhang parts 42 are placed on beams 3 which are installed in parallel and each has lower shearing reinforcements 31 exposed on its upper surface. After a slab upper end reinforcement 46 and main reinforcements 32 of the beams 3 are arranged at upper part of the lower shearing reinforcements 31 and a part of the truss reinforcement 44 from above between the main-body part and the overhang parts, and an upper shearing reinforcement 6 in a shape over the upper parts of the lower shearing reinforcements 31 and the part of the slab lower end reinforcement 43 is arranged, concrete is cast such that the lower shearing reinforcements 31, the truss reinforcement 44, the slab lower end reinforcements 43, the slab upper end reinforcement 46, the main reinforcements 32 of the beams 3, and the upper shearing reinforcement 6 are buried.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:为了实现半预制板的悬垂部分的非支撑结构;解决方案:使用半预制板4,其包括主体部分41和悬垂部分42,桁架加强件44埋入在主体部分和悬垂部分中以使其顶表面暴露,并且平板下端加强件43暴露在主体部分和悬垂部分之间。主体部41的两个侧部和伸出部42的基端部被放置在平行安装的梁3上,并且梁3的上表面暴露有下部剪切加强件31。在下部剪切增强件31的上部和桁架增强件44的一部分从上方在主体部分和悬垂部分之间布置板的上端增强件46和梁3的主增强件32之后,在下部剪切增强件31的上部和板坯下端增强件43的一部分上方设置形状的剪切增强件6,浇铸混凝土,使得下部剪切增强件31,桁架增强件44,板坯下端增强件如图43所示,板坯上端加强筋46,梁3的主加强筋32和上剪切加强筋6被埋藏。;版权所有:(C)2013,日本特许厅

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