首页> 外国专利> METHOD OF TREATMENT CONSTRUCTION OF VERTICAL JOINTING SURFACE OF SUCCESSIVE POUR OF REINFORCED-CONCRETE CONSTRUCTED WALL

METHOD OF TREATMENT CONSTRUCTION OF VERTICAL JOINTING SURFACE OF SUCCESSIVE POUR OF REINFORCED-CONCRETE CONSTRUCTED WALL

机译:连续浇筑钢筋混凝土连续墙竖缝接缝表面的处理方法。

摘要

PURPOSE: To eliminate the need for the execution of works of a large quantity of reinforcing bars to a wire gauze, and to improve the filling properties of precedently placed concrete to the vertical jointing surface section of successive pours by reinforcing the wire gauze by a frame body, in which steel rods are combined, while densifying the joints of the wire gauze and increasing strength as the whole wire gauze. ;CONSTITUTION: Jointers 4, 4 displaying the boundary surface of the jointing of successive pours are installed vertically to wall forms on both surfaces previously. Frame bodies 1 are fitted successively among the jointers 4, 4 and upper and lower wall reinforcements 5, 5 from the side, the upper steel rods 2A and lower steel rods 2B of the frame bodies 1 are bound with the wall reinforcements 5, and the end sections of wire gauzes 3 having dense meshes are fixed to the jointers 4. Consequently, the vertical surfaces of the wire gauzes 3 are formed to the whole vertical surface along the jointers 4, 4. The upper steel rods 2A and the lower steel rods 2B function as the spacers and separators of the wall forms in combination by successively inserting the frame bodies 1. The wire gauzes are installed additionally to sections 7, on which no gauze is mounted, at the upper and lower ends of the wall forms. Accordingly, no defect is generated in concrete in the jointing sections of successive pours.;COPYRIGHT: (C)1995,JPO
机译:目的:消除对钢丝网进行大量钢筋施工的需要,并通过用框架加固钢丝网来提高先浇混凝土对连续浇筑的垂直接缝表面部分的填充性能。主体,在其中结合了钢棒,同时致密了金属丝网的接缝并增加了整个金属丝网的强度。 ;组成:显示连续浇筑接缝边界面的接缝4,4先前垂直于两个表面上的墙模板安装。框架体1从侧面顺序地安装在接头4、4和上下壁加强件5、5之间,框架体1的上钢筋2A和下钢筋2B与壁加强件5绑在一起,并且具有密集的网孔的金属丝网3的端部被固定到接头4。因此,金属丝网3的竖直表面沿着接头4、4形成为整个竖直表面。上钢棒2A和下钢棒通过依次插入框架主体1,图2B所示的隔板用作墙壁模板的隔离件和隔板。在丝网模板的上端和下端,金属丝网被额外地安装到未安装丝网的部分7上。因此,在连续浇筑的接缝部分中,在混凝土中不会产生缺陷。;版权所有:(C)1995,日本特许厅

著录项

  • 公开/公告号JPH07102768A

    专利类型

  • 公开/公告日1995-04-18

    原文格式PDF

  • 申请/专利权人 KAJIMA CORP;

    申请/专利号JP19930247693

  • 发明设计人 MAEDA KOUKI;

    申请日1993-10-04

  • 分类号E04G21/02;

  • 国家 JP

  • 入库时间 2022-08-22 04:24:45

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