首页> 外国专利> CONSTRUCTION OF MAT FOUNDATION BY CONNECTING PRECAST CONCRETE FOUNDATION BEAM MEMBER AND PRECAST CONCRETE FOUNDATION BEAM JOINING MEMBER TO CONSTRUCT RISING PART OF FOUNDATION, AND INTEGRATING BOTTOM SLAB WITH JOINT PART BY CAST-IN-PLACE CONCRETE

CONSTRUCTION OF MAT FOUNDATION BY CONNECTING PRECAST CONCRETE FOUNDATION BEAM MEMBER AND PRECAST CONCRETE FOUNDATION BEAM JOINING MEMBER TO CONSTRUCT RISING PART OF FOUNDATION, AND INTEGRATING BOTTOM SLAB WITH JOINT PART BY CAST-IN-PLACE CONCRETE

机译:通过将预制混凝土基础梁和预制混凝土基础梁连接起来以构成基础的上升部分,并通过在地上混凝土将底部底板与连接部分集成在一起,来构建垫层基础

摘要

PROBLEM TO BE SOLVED: To maintain the minimum dimensions of a precast concrete foundation beam member to reduce weight while observing statute requests for positional dimensions of material, covering depth of reinforcements, etc. and securing the specified level of allowable stress as a beam member.;SOLUTION: Predetermined reinforcements are embedded in longitudinal and lateral grated shape in a precast concrete body formed in longitudinal sectional shape, and bound by binding. Particularly the reinforcements in the lateral direction are horizontally projected from both end side faces of concrete to secure a lap joint length that guarantees continuous integration by the entanglement of the reinforcements projected from both precast concrete end side faces adjacently facing when installed. The lower end projection of vertical reinforcements and shear-reinforcing bars is treated within a flattened form trowel surface, and concrete legs are provided in suitable positions to simplify the whole shape.;COPYRIGHT: (C)2011,JPO&INPIT
机译:要解决的问题:保持预制混凝土基础梁构件的最小尺寸,以减轻重量,同时遵守法规要求的材料位置尺寸,覆盖钢筋的深度等,并确保梁构件达到规定的允许应力水平。 ;解决方案:预定的钢筋以纵向和横向磨碎的形状嵌入在纵向截面形状中形成的预制混凝土主体中,并通过约束进行约束。特别地,横向方向上的加强件从混凝土的两个端面水平地突出,以确保搭接长度,该搭接长度通过从安装时相邻面对的两个预制混凝土端面中突出的增强件的缠结来保证连续集成。垂直钢筋和抗剪钢筋的下端投影在平整的抹泥刀表面内进行处理,并在合适的位置提供混凝土支腿以简化整体形状。;版权所有:(C)2011,JPO&INPIT

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