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Fabricated shear wall construction method
The invention relates to a fabricated shear wall construction method. The method comprises the steps that first positioning pieces used for installing and fixing an upper-layer shear wall from the bottom are arranged on a building foundation structure at intervals; seat slurry is laid on the building foundation structure, and the height of the seat slurry is lower than that of the first positioning piece; a second positioning piece for positioning the upper-layer shear wall from the side surface is arranged on one side of the seat sizing agent, and a guide piece for guiding the seat sizing agent when the seat sizing agent is extruded is arranged on the other side of the seat sizing agent; a plurality of shear wall cushion blocks with the same height are arranged in the base slurry at intervals in the laying direction of the base slurry; the bottom of the shear wall is fixedly connected with the first positioning piece, the side face of the shear wall is positioned through the second positioning piece, the bottom of the shear wall is supported on the shear wall cushion blocks, the shear wall extrudes the seat slurry, and the shear wall is installed after the seat slurry and the shear wall are leveled. The shear wall can be installed more stably and quickly, foundation installation of the shear wall is more stable and firmer, and bottom bed mortar supporting is flat and reliable.
本发明涉及一种装配式剪力墙施工方法,包括:在建筑基础结构上间隔布置用于从底部安装固定上层剪力墙的第一定位件;在建筑基础结构上铺设座浆料,座浆料的高度低于第一定位件的高度;在座浆料的一侧设置从侧面定位上层剪力墙的第二定位件,在座浆料的另一侧设置用于当座浆料受到挤压时为座浆料导向的导向件;沿着座浆料的铺设方向,在座浆料中间隔布置多个同高的剪力墙垫块;将剪力墙的底部与第一定位件固定连接,剪力墙的侧面通过第二定位件定位,剪力墙底部支撑在各剪力墙垫块上,剪力墙挤压座浆料,座浆料与剪力墙找平后,完成剪力墙安装。本发明可以使得剪力墙的安装更加平稳快捷,剪力墙的基础安装更加稳定牢固,而且底部座浆支撑平整可靠。
Fabricated shear wall construction method
The invention relates to a fabricated shear wall construction method. The method comprises the steps that first positioning pieces used for installing and fixing an upper-layer shear wall from the bottom are arranged on a building foundation structure at intervals; seat slurry is laid on the building foundation structure, and the height of the seat slurry is lower than that of the first positioning piece; a second positioning piece for positioning the upper-layer shear wall from the side surface is arranged on one side of the seat sizing agent, and a guide piece for guiding the seat sizing agent when the seat sizing agent is extruded is arranged on the other side of the seat sizing agent; a plurality of shear wall cushion blocks with the same height are arranged in the base slurry at intervals in the laying direction of the base slurry; the bottom of the shear wall is fixedly connected with the first positioning piece, the side face of the shear wall is positioned through the second positioning piece, the bottom of the shear wall is supported on the shear wall cushion blocks, the shear wall extrudes the seat slurry, and the shear wall is installed after the seat slurry and the shear wall are leveled. The shear wall can be installed more stably and quickly, foundation installation of the shear wall is more stable and firmer, and bottom bed mortar supporting is flat and reliable.
本发明涉及一种装配式剪力墙施工方法,包括:在建筑基础结构上间隔布置用于从底部安装固定上层剪力墙的第一定位件;在建筑基础结构上铺设座浆料,座浆料的高度低于第一定位件的高度;在座浆料的一侧设置从侧面定位上层剪力墙的第二定位件,在座浆料的另一侧设置用于当座浆料受到挤压时为座浆料导向的导向件;沿着座浆料的铺设方向,在座浆料中间隔布置多个同高的剪力墙垫块;将剪力墙的底部与第一定位件固定连接,剪力墙的侧面通过第二定位件定位,剪力墙底部支撑在各剪力墙垫块上,剪力墙挤压座浆料,座浆料与剪力墙找平后,完成剪力墙安装。本发明可以使得剪力墙的安装更加平稳快捷,剪力墙的基础安装更加稳定牢固,而且底部座浆支撑平整可靠。
Fabricated shear wall construction method
装配式剪力墙施工方法
GAO ANPEI (author) / DONG YANGLIANG (author) / JIN XIANGWANG (author) / KONG LINGFENG (author) / ZHOU YANG (author) / ZHENG WENLAI (author)
2023-11-07
Patent
Electronic Resource
Chinese
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