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Core tube inclined wall cantilever scaffold and construction method thereof
The invention discloses a core tube inclined wall overhanging scaffold and a construction method thereof, belongs to the field of overhanging scaffolds, and solves the problem that an existing straight wall overhanging scaffold cannot be suitable for a core tube inclined wall. The scaffold comprises at least one scaffold body fixed to the outer wall of a core tube in a surrounding mode, and each scaffold body comprises a first scaffold body and a second scaffold body, the second frame body is erected on the inner ring of the first frame body, and the multiple vertical rods in the second frame body are vertically fixed to the horizontal installation faces of the multiple vertical rod bases. The second scaffold body is arranged on the inner ring of the first scaffold body, so that the diameter of the cross section of the second scaffold body is smaller than that of the cross section of the first scaffold body, the distance between the scaffold main body and the outer wall of the core tube can be reduced due to the change of the cross section, and the situation that construction is difficult due to the fact that the distance between the scaffold main body and an inclined wall is increased all the time is avoided; and the vertical rod base is arranged to provide a horizontal mounting surface for the second frame body on the outer wall of the inclined wall of the core tube, so that the second frame body is conveniently supported, and inclined wall construction conditions are met.
本发明公开了一种核心筒斜墙悬挑脚手架及其施工方法,属于悬挑脚手架领域,解决了现有直墙悬挑脚手架无法适用于核心筒斜墙的问题;其包括至少一个环绕固定在核心筒外壁上的脚手架主体,每个脚手架主体均包括截面呈圆筒状的第一架体和第二架体;第二架体搭建在第一架体内环上,第二架体中的多根立杆均竖直固定在多个立杆基座上的水平安装面上。本发明第二架体设置在第一架体的内环上,从而第二架体的横截面直径小于第一架体的横截面直径,横截面的变化能够使脚手架主体与核心筒外壁的间距变小,避免与斜墙的间距一直增大,难以施工;立杆基座的设置为第二架体在核心筒的斜墙外壁上提供水平的安装面,便于支撑第二架体,满足斜墙施工条件。
Core tube inclined wall cantilever scaffold and construction method thereof
The invention discloses a core tube inclined wall overhanging scaffold and a construction method thereof, belongs to the field of overhanging scaffolds, and solves the problem that an existing straight wall overhanging scaffold cannot be suitable for a core tube inclined wall. The scaffold comprises at least one scaffold body fixed to the outer wall of a core tube in a surrounding mode, and each scaffold body comprises a first scaffold body and a second scaffold body, the second frame body is erected on the inner ring of the first frame body, and the multiple vertical rods in the second frame body are vertically fixed to the horizontal installation faces of the multiple vertical rod bases. The second scaffold body is arranged on the inner ring of the first scaffold body, so that the diameter of the cross section of the second scaffold body is smaller than that of the cross section of the first scaffold body, the distance between the scaffold main body and the outer wall of the core tube can be reduced due to the change of the cross section, and the situation that construction is difficult due to the fact that the distance between the scaffold main body and an inclined wall is increased all the time is avoided; and the vertical rod base is arranged to provide a horizontal mounting surface for the second frame body on the outer wall of the inclined wall of the core tube, so that the second frame body is conveniently supported, and inclined wall construction conditions are met.
本发明公开了一种核心筒斜墙悬挑脚手架及其施工方法,属于悬挑脚手架领域,解决了现有直墙悬挑脚手架无法适用于核心筒斜墙的问题;其包括至少一个环绕固定在核心筒外壁上的脚手架主体,每个脚手架主体均包括截面呈圆筒状的第一架体和第二架体;第二架体搭建在第一架体内环上,第二架体中的多根立杆均竖直固定在多个立杆基座上的水平安装面上。本发明第二架体设置在第一架体的内环上,从而第二架体的横截面直径小于第一架体的横截面直径,横截面的变化能够使脚手架主体与核心筒外壁的间距变小,避免与斜墙的间距一直增大,难以施工;立杆基座的设置为第二架体在核心筒的斜墙外壁上提供水平的安装面,便于支撑第二架体,满足斜墙施工条件。
Core tube inclined wall cantilever scaffold and construction method thereof
一种核心筒斜墙悬挑脚手架及其施工方法
ZENG ZHI (Autor:in) / DENG LILAN (Autor:in) / ZHANG BO (Autor:in) / LIU GENSHEN (Autor:in) / ZHAO QI (Autor:in) / WANG FENG (Autor:in) / YE WEIMIN (Autor:in) / CHEN SI (Autor:in) / HE CHAOLONG (Autor:in) / DU SIWEI (Autor:in)
08.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
/
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
G01N
Untersuchen oder Analysieren von Stoffen durch Bestimmen ihrer chemischen oder physikalischen Eigenschaften
,
INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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