A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inclined support system of ultrahigh top-down layer and construction method of inclined support system
The invention relates to the technical field of building construction, in particular to an inclined supporting system of an ultrahigh top-down layer and a construction method of the inclined supporting system of the ultrahigh top-down layer, the inclined supporting system of the ultrahigh top-down layer comprises a center island, back pressure soil, an enclosure structure, a waist beam, a lower inclined support, a top-down beam, a top-down column and a top-down floor, and the top-down beam and the top-down column form a supporting foundation. The reverse floor slab is installed on the reverse beam, the enclosure structure is vertically arranged, the reverse floor slab abuts against the enclosure structure, the back pressure soil is arranged between the enclosure structure and the center island and used for reinforcing the enclosure structure, the center island and the back pressure soil are in a basin shape, and the waist beam is constructed on the side, close to the center island, of the enclosure structure. The lower inclined support is connected between the waist beam and the center island, and the outer wall is divided into two sections which are constructed between the waist beam and the top-down floor and between the waist beam and the bottom plate respectively. The problem that due to the fact that the wall body is ultrahigh, supporting, reinforcing and pouring are difficult is solved, and the effect of reducing the inclined support construction difficulty of the ultrahigh reverse construction layer is achieved.
本申请涉及建筑施工技术领域，尤其是涉及一种超高逆作层的斜支撑体系及其施工方法，超高逆作层的斜支撑体系包括中心岛、反压土、围护结构、腰梁、下斜支撑、逆作梁、逆作柱和逆作楼板，逆作梁和逆作柱构成支撑基础，逆作楼板安装在逆作梁上，围护结构竖直设置且逆作楼板抵接在围护结构上，反压土设置在围护结构和中心岛之间，用于对围护结构进行加固，中心岛和反压土呈盆状，腰梁施工在围护结构靠近中心岛的一侧，下斜支撑连接在腰梁和中心岛之间，外墙分为两段，分别施工在腰梁和逆作楼板之间、腰梁和底板之间。本申请具有解决墙体超高而导致的支设加固及浇筑困难的问题，以降低超高逆作层的斜支撑施工难度的效果。
Inclined support system of ultrahigh top-down layer and construction method of inclined support system
The invention relates to the technical field of building construction, in particular to an inclined supporting system of an ultrahigh top-down layer and a construction method of the inclined supporting system of the ultrahigh top-down layer, the inclined supporting system of the ultrahigh top-down layer comprises a center island, back pressure soil, an enclosure structure, a waist beam, a lower inclined support, a top-down beam, a top-down column and a top-down floor, and the top-down beam and the top-down column form a supporting foundation. The reverse floor slab is installed on the reverse beam, the enclosure structure is vertically arranged, the reverse floor slab abuts against the enclosure structure, the back pressure soil is arranged between the enclosure structure and the center island and used for reinforcing the enclosure structure, the center island and the back pressure soil are in a basin shape, and the waist beam is constructed on the side, close to the center island, of the enclosure structure. The lower inclined support is connected between the waist beam and the center island, and the outer wall is divided into two sections which are constructed between the waist beam and the top-down floor and between the waist beam and the bottom plate respectively. The problem that due to the fact that the wall body is ultrahigh, supporting, reinforcing and pouring are difficult is solved, and the effect of reducing the inclined support construction difficulty of the ultrahigh reverse construction layer is achieved.
本申请涉及建筑施工技术领域，尤其是涉及一种超高逆作层的斜支撑体系及其施工方法，超高逆作层的斜支撑体系包括中心岛、反压土、围护结构、腰梁、下斜支撑、逆作梁、逆作柱和逆作楼板，逆作梁和逆作柱构成支撑基础，逆作楼板安装在逆作梁上，围护结构竖直设置且逆作楼板抵接在围护结构上，反压土设置在围护结构和中心岛之间，用于对围护结构进行加固，中心岛和反压土呈盆状，腰梁施工在围护结构靠近中心岛的一侧，下斜支撑连接在腰梁和中心岛之间，外墙分为两段，分别施工在腰梁和逆作楼板之间、腰梁和底板之间。本申请具有解决墙体超高而导致的支设加固及浇筑困难的问题，以降低超高逆作层的斜支撑施工难度的效果。
Inclined support system of ultrahigh top-down layer and construction method of inclined support system
一种超高逆作层的斜支撑体系及其施工方法
LI JINHE (author) / LI QI (author) / LIU LONG (author) / SONG YONGWEI (author) / YANG GUANG (author) / LIU QUANJUN (author) / AN DONG (author) / QI YI (author) / ZHANG ZAIHUA (author) / LI WENCONG (author)
2024-06-04
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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