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METHOD OF JOINTING OF SUCCESSIVE POUR OF CONCRETE BODY AND JOINTING UNIT OF SUCCESSIVE POUR

机译:连续浇注混凝土本体与连续浇注单元的连接方法

摘要

PURPOSE: To improve the operating efficiency of the jointing of successive pours of the beam of an upper floor and the wall of a lower floor particularly by a method of reverse driving construction. ;CONSTITUTION: The jointing unit of successive pours 5 formed by unifying a parting lath 51 with an irregular section 51a forming a cotter and a reinforcing bar as a spiral rib 50 is installed into the opening section 4 of beam forms 3, and the jointing section 6 of successive pours 6, in which the lower section of the spiral rib 50 is projected slightly to a lower section from the opening section 4, is formed. The concrete 7 of a preceding body 1 is placed, and the beam forms 3 are removed and the ground 8 is excavated after the strength of concrete 7 is displayed. The reinforcement 20 of a wall section as a succeeding body 2 is arranged under the jointing section of successive pours 6, and concrete 22 is placed and the jointing of successive pours is conducted to the concrete 7 of the preceding body 1. No joint bar is required and troublesome operation such as the boring operation of forms is removed, and the method of the jointing of successive pours of a concrete body largely contributes to improvement in the workability of the jointing of successive pours of concrete.;COPYRIGHT: (C)1995,JPO
机译:目的:特别是通过反向驱动构造的方法来提高连续浇筑上层楼板的梁和下层楼板的墙的接合的操作效率。 ;组成:连续浇筑的连接单元5是通过将分条板条51与形成楔形的不规则部分51a和作为螺旋肋50的加强筋统一而形成的,该连接单元5被安装在梁模板3的开口部分4中,形成连续浇注6的图6,其中螺旋肋50的下部从开口部分4略微突出到下部。在显示混凝土7的强度之后,放置前一个主体1的混凝土7,并且移除梁模板3并挖出地面8。作为接续主体2的壁部的加强件20布置在连续浇筑物6的接合部的下方,并放置混凝土22,并且将接续浇筑的接合进行至前一个主体1的混凝土7。无需进行繁琐的操作,例如无聊的模板操作,并且连续浇注混凝土本体的方法在很大程度上改善了混凝土连续浇注的可加工性。;版权所有:(C)1995 ,日本特许厅

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