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Non-standard height ultrahigh ALC partition wall construction method
The invention relates to a non-standard height ultrahigh ALC partition wall construction method which comprises partition wall board fixing structure construction and ALC partition wall board hoisting, partition wall board fixing structure construction comprises independent column construction and horizontal straining beam construction, and a horizontal straining beam is horizontally arranged and located in the middle of an independent column; the horizontal straining beam and the independent column are both formed by pouring concrete and are mutually fixed, the distance between the lower portion of the horizontal straining beam and the main body structure is smaller than or equal to 6 m, the portion, located below the horizontal straining beam, of the independent column is a lower section portion, the portion, located above the horizontal straining beam, of the independent column is an upper section portion, and the lower section portion is longer than the upper section portion. ALC partition boards are vertically mounted at the corresponding heights of the lower section part and the upper section part respectively; and the ALC partition wall boards are hoisted, specifically, the ALC partition wall boards corresponding to the lower section part are hoisted firstly, and then the ALC partition wall boards corresponding to the upper section part are hoisted. The ALC partition wall board has the advantages that the ALC partition wall board at the ultrahigh position can be vertically installed, and the safety of a partition wall is guaranteed.
本申请涉及一种非标准高度超高ALC隔墙施工方法,其包括隔墙板固定构造施工和ALC隔墙板吊装,隔墙板固定构造施工包括独立柱施工和水平系梁施工,水平系梁水平设置且水平系梁位于独立柱的中部位置,水平系梁与独立柱均采用混凝土浇筑形成且相互固定,水平系梁下方到主体结构之间的距离小于或等于6米,独立柱位于水平系梁下方的部位为下段部,独立柱位于水平系梁上方的部位为上段部,下段部的长度大于上段部的长度,下段部所对应的高度和上段部所对应的高度分别竖向安装ALC隔墙板;ALC隔墙板吊装先将对应下段部的ALC隔墙板吊装然后再将上段部对应的ALC隔墙板吊装。本申请具有使超高位置处的ALC隔墙板能够竖向安装,保证隔墙安全性的效果。
Non-standard height ultrahigh ALC partition wall construction method
The invention relates to a non-standard height ultrahigh ALC partition wall construction method which comprises partition wall board fixing structure construction and ALC partition wall board hoisting, partition wall board fixing structure construction comprises independent column construction and horizontal straining beam construction, and a horizontal straining beam is horizontally arranged and located in the middle of an independent column; the horizontal straining beam and the independent column are both formed by pouring concrete and are mutually fixed, the distance between the lower portion of the horizontal straining beam and the main body structure is smaller than or equal to 6 m, the portion, located below the horizontal straining beam, of the independent column is a lower section portion, the portion, located above the horizontal straining beam, of the independent column is an upper section portion, and the lower section portion is longer than the upper section portion. ALC partition boards are vertically mounted at the corresponding heights of the lower section part and the upper section part respectively; and the ALC partition wall boards are hoisted, specifically, the ALC partition wall boards corresponding to the lower section part are hoisted firstly, and then the ALC partition wall boards corresponding to the upper section part are hoisted. The ALC partition wall board has the advantages that the ALC partition wall board at the ultrahigh position can be vertically installed, and the safety of a partition wall is guaranteed.
本申请涉及一种非标准高度超高ALC隔墙施工方法,其包括隔墙板固定构造施工和ALC隔墙板吊装,隔墙板固定构造施工包括独立柱施工和水平系梁施工,水平系梁水平设置且水平系梁位于独立柱的中部位置,水平系梁与独立柱均采用混凝土浇筑形成且相互固定,水平系梁下方到主体结构之间的距离小于或等于6米,独立柱位于水平系梁下方的部位为下段部,独立柱位于水平系梁上方的部位为上段部,下段部的长度大于上段部的长度,下段部所对应的高度和上段部所对应的高度分别竖向安装ALC隔墙板;ALC隔墙板吊装先将对应下段部的ALC隔墙板吊装然后再将上段部对应的ALC隔墙板吊装。本申请具有使超高位置处的ALC隔墙板能够竖向安装,保证隔墙安全性的效果。
Non-standard height ultrahigh ALC partition wall construction method
一种非标准高度超高ALC隔墙施工方法
CHEN YUHUI (Autor:in) / HAO XUZHEN (Autor:in) / ZHANG HANG (Autor:in) / LI PANPAN (Autor:in) / BAO YUNHAO (Autor:in) / ZHANG GUOLEI (Autor:in) / SHI MENGQI (Autor:in) / BAI JING (Autor:in)
23.01.2024
Patent
Elektronische Ressource
Chinesisch
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