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Construction method for hollow internal mold partition wall of room with water
The invention relates to the field of building construction, and particularly discloses a construction method for a hollow internal mold partition wall of a water-bearing room, which comprises the following steps: paving a fine aggregate concrete reverse ridge layer on a structural ground, and preforming a mounting groove for mounting a metal net on the upper side of the concrete reverse ridge layer in a concave manner; the lower end of the metal net is installed in the installation groove, and the metal net extends upwards to be installed; the partition wall keel is installed outside the metal net, and the lower end of the partition wall keel abuts against the fine aggregate concrete reverse ridge layer. And a side boundary closing mold is installed at the contact position of the partition wall keel and the fine aggregate concrete reverse ridge layer, the side boundary closing mold is opposite to the installation groove, concrete is poured into the installation side boundary closing mold and the installation groove, and a water retaining reverse ridge is formed after the concrete is solidified. According to the scheme, the mounting grooves are formed in the fine aggregate concrete reverse ridge layer, so that the metal net can be deeply mounted in the fine aggregate concrete reverse ridge layer when being mounted, and the mounting stability and waterproofness of the metal net and the partition wall keel are improved.
本发明涉及建筑施工领域,具体公开了一种有水房间中空内模隔墙施工方法,包括以下步骤:在结构地面上铺设细石混凝土反坎层,且混凝土反坎层的上侧处内凹预设有供金属网安装的安装凹槽;将金属网的下端安装于安装凹槽内,金属网向上延伸安装;隔墙龙骨安装于金属网外,且隔墙龙骨的下端与细石混凝土反坎层相抵;在隔墙龙骨和细石混凝土反坎层的接触处安装边线关模,边线关模处与安装凹槽相对,向安装边线关模和安装凹槽内浇筑混凝土,混凝土凝固后形成挡水反坎。本方案在细石混凝土反坎层上设置安装凹槽,使得金属网在进行安装时,能够深入的安装至细石混凝土反坎层中,提升金属网和隔墙龙骨安装的稳定性和防水性。
Construction method for hollow internal mold partition wall of room with water
The invention relates to the field of building construction, and particularly discloses a construction method for a hollow internal mold partition wall of a water-bearing room, which comprises the following steps: paving a fine aggregate concrete reverse ridge layer on a structural ground, and preforming a mounting groove for mounting a metal net on the upper side of the concrete reverse ridge layer in a concave manner; the lower end of the metal net is installed in the installation groove, and the metal net extends upwards to be installed; the partition wall keel is installed outside the metal net, and the lower end of the partition wall keel abuts against the fine aggregate concrete reverse ridge layer. And a side boundary closing mold is installed at the contact position of the partition wall keel and the fine aggregate concrete reverse ridge layer, the side boundary closing mold is opposite to the installation groove, concrete is poured into the installation side boundary closing mold and the installation groove, and a water retaining reverse ridge is formed after the concrete is solidified. According to the scheme, the mounting grooves are formed in the fine aggregate concrete reverse ridge layer, so that the metal net can be deeply mounted in the fine aggregate concrete reverse ridge layer when being mounted, and the mounting stability and waterproofness of the metal net and the partition wall keel are improved.
本发明涉及建筑施工领域,具体公开了一种有水房间中空内模隔墙施工方法,包括以下步骤:在结构地面上铺设细石混凝土反坎层,且混凝土反坎层的上侧处内凹预设有供金属网安装的安装凹槽;将金属网的下端安装于安装凹槽内,金属网向上延伸安装;隔墙龙骨安装于金属网外,且隔墙龙骨的下端与细石混凝土反坎层相抵;在隔墙龙骨和细石混凝土反坎层的接触处安装边线关模,边线关模处与安装凹槽相对,向安装边线关模和安装凹槽内浇筑混凝土,混凝土凝固后形成挡水反坎。本方案在细石混凝土反坎层上设置安装凹槽,使得金属网在进行安装时,能够深入的安装至细石混凝土反坎层中,提升金属网和隔墙龙骨安装的稳定性和防水性。
Construction method for hollow internal mold partition wall of room with water
一种有水房间中空内模隔墙施工方法
DING HAI (Autor:in) / SUN RUITONG (Autor:in) / LIU XIN (Autor:in) / HE XING (Autor:in) / LU JIAJUN (Autor:in) / WEI CHUNPENG (Autor:in) / YU HANG (Autor:in)
23.08.2024
Patent
Elektronische Ressource
Chinesisch
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