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Rebar destination set stand and how construction by temporary scaffolding, the land set method of reinforcing steel cage

机译:钢筋目的地设置台以及临时脚手架的施工方法,钢筋笼的设置方法

摘要

PROBLEM TO BE SOLVED: To solve the problem that, regarding a construction method of a reinforcement preassembled frame with a temporary scaffold, since material costs increase because of steel frames, transportation costs also increase and the size of the frame is different for each job site and their diversion is impossible according to a conventional construction method, it is difficult to reduce costs and since a wide space is required, the number of frames which can be installed is also limited.;SOLUTION: A construction method of a reinforcement preassembled frame 1 with a temporary scaffold includes a step for preparing the required number of building frames 2 corresponding to the width of the cross section of a reinforcing-bar cage to be constructed and mounting timbering jacks 5 in both leg ends of the building frame while confronting recessed portions of the jacks to each other, a step for arranging the building frames 2 side by side while inverting them at suitable intervals, horizontally installing single pipes 6, 7 matched to the length of the reinforcing-bar cage to be constructed at vertical positions over side portions of the building frames 2 which are arranged side by side while being inverted, and linking the building frame 2 and the single pipes 6, 7 mutually, and a step for installing the single pipe 8 for lower main reinforcement at a lower position of each of the building frames 2 arranged side by side, in the building frame 2 which is located inside excepting for the building frames in both ends in a length direction among the building frames.;COPYRIGHT: (C)2013,JPO&INPIT
机译:要解决的问题:解决关于具有临时脚手架的钢筋预组装框架的制造方法的问题,由于钢框架会增加材料成本,因此运输成本也会增加,并且框架的尺寸因每个工作地点而异并且,根据传统的施工方法无法进行改道,难以降低成本,并且由于需要宽阔的空间,因此可安装的框架数量也受到限制。带有临时脚手架的步骤包括准备与要建造的钢筋笼的横截面宽度相对应的所需数量的建筑框架2的步骤,并在面对凹进部分的同时在建筑框架的两个腿端中安装推土机5千斤顶彼此之间,是用于以适当的间隔将建筑物框架2并排倒置的步骤,水平地安装与要建造的钢筋笼的长度相匹配的单个管6、7,该竖直管在竖直方向上在建筑框架2的侧部上垂直放置,该侧框架倒置并排布置,并将建筑框架2和单个并且,在并排设置的各建筑物框架2的下部位置,在除了建筑物框架2以外的内部的建筑物框架2中,安装有用于下部主加强件的单根管8的安装工序。框架之间在长度方向上的两端。;版权所有:(C)2013,日本特许厅&INPIT

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