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Construction method of fair-faced concrete wall with turnup
The invention relates to the field of fair-faced wall construction engineering, in particular to a construction method of a fair-faced concrete wall with a flange. The construction method comprises the following specific construction steps that S1, formworks are installed at the design positions of a wall body and a structural beam, and then concrete is poured into the wall body and the structural beam; s2, part of the floor slab on the inner side of the structural beam is poured; s3, a suspended formwork is installed on the side, close to the floor slab, of the turned-over edge, and concrete is poured into the turned-over edge; s4, after the turnup is poured, stones are scattered on the top of the turnup, and re-vibration is conducted; s5, after complex vibration is completed, the surface of the turned-over edge is covered; and S6, after the turnup reaches the design strength, excessive poured concrete on the upper side of the floor slab is chiseled away. The method has the beneficial effects that concrete with a certain thickness is additionally poured on the upper side of the floor slab while the turnup is poured, so that slurry leakage and liquid leakage at the mold hanging position of the turnup can be prevented, and the turnup forming quality is guaranteed. The floor slab within the partial range of one side of the suspended formwork is poured, and concrete loss at the suspended formwork position can be prevented.
本发明涉及清水墙施工工程领域,特指一种具有翻边的清水混凝土墙体的施工方法。具体施工步骤如下:S1:在墙体和结构梁的设计位置安装模板然后对所述墙体和所述结构梁进行浇筑混凝土;S2:对所述结构梁内侧的部分楼板进行浇筑;S3:在所述翻边靠近所述楼板的一侧安装吊模,并对所述翻边浇筑混凝土;S4:待所述翻边浇筑完成后,在所述翻边的顶部撒上石子并进行复振;S5:复振完成之后,对所述翻边的表面进行覆盖;S6:待所述翻边到达设计强度之后,将所述楼板上侧多浇筑的混凝土凿除。有益效果:在浇筑翻边的同时,通过在楼板的上侧多浇筑一定厚度的混凝土,能够防止翻边的吊模处漏浆漏液,从而保证了翻边成型的质量。在吊模一侧部分范围内的楼板进行浇筑,能够防止吊模位置的混凝土流失。
Construction method of fair-faced concrete wall with turnup
The invention relates to the field of fair-faced wall construction engineering, in particular to a construction method of a fair-faced concrete wall with a flange. The construction method comprises the following specific construction steps that S1, formworks are installed at the design positions of a wall body and a structural beam, and then concrete is poured into the wall body and the structural beam; s2, part of the floor slab on the inner side of the structural beam is poured; s3, a suspended formwork is installed on the side, close to the floor slab, of the turned-over edge, and concrete is poured into the turned-over edge; s4, after the turnup is poured, stones are scattered on the top of the turnup, and re-vibration is conducted; s5, after complex vibration is completed, the surface of the turned-over edge is covered; and S6, after the turnup reaches the design strength, excessive poured concrete on the upper side of the floor slab is chiseled away. The method has the beneficial effects that concrete with a certain thickness is additionally poured on the upper side of the floor slab while the turnup is poured, so that slurry leakage and liquid leakage at the mold hanging position of the turnup can be prevented, and the turnup forming quality is guaranteed. The floor slab within the partial range of one side of the suspended formwork is poured, and concrete loss at the suspended formwork position can be prevented.
本发明涉及清水墙施工工程领域,特指一种具有翻边的清水混凝土墙体的施工方法。具体施工步骤如下:S1:在墙体和结构梁的设计位置安装模板然后对所述墙体和所述结构梁进行浇筑混凝土;S2:对所述结构梁内侧的部分楼板进行浇筑;S3:在所述翻边靠近所述楼板的一侧安装吊模,并对所述翻边浇筑混凝土;S4:待所述翻边浇筑完成后,在所述翻边的顶部撒上石子并进行复振;S5:复振完成之后,对所述翻边的表面进行覆盖;S6:待所述翻边到达设计强度之后,将所述楼板上侧多浇筑的混凝土凿除。有益效果:在浇筑翻边的同时,通过在楼板的上侧多浇筑一定厚度的混凝土,能够防止翻边的吊模处漏浆漏液,从而保证了翻边成型的质量。在吊模一侧部分范围内的楼板进行浇筑,能够防止吊模位置的混凝土流失。
Construction method of fair-faced concrete wall with turnup
一种具有翻边的清水混凝土墙体的施工方法
ZENG CHENG (author) / MO XINGHU (author) / LUO XIAOLIANG (author) / ZHANG ZHENGHONG (author) / QIAO HONGLIANG (author) / LI TAISHENG (author) / LIN WENBIAO (author)
2024-12-03
Patent
Electronic Resource
Chinese
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