A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel structure construction method
The invention belongs to the technical field of building construction, and discloses a steel structure construction method which comprises the following steps: S1, preparing a reinforcer, connecting the reinforcer with a special steel member, and arranging the special steel member on a core tube; s2, the reinforcer is connected to the floor slab, the special steel component and the floor slab are not connected temporarily, and the reinforcer restrains the special steel component to move in the horizontal direction and allows the special steel component to move in the vertical direction; s3, a tower is arranged, the overhanging end of the overhanging truss on the inner side of the field is temporarily supported on the tower, and the fixed end of the overhanging truss on the inner side of the field and the fixed end of the overhanging truss on the outer side of the field are connected to the two sides of the core tube correspondingly; and S4, the tower is dismantled, and the special steel component and the floor slab are connected. After the tower is dismantled, force borne by the core tube is borne by the reinforcing pieces and is not applied to the special steel members, so that the special steel members with small structural internal stress are not prone to deformation, and construction precision and safety are improved.
本发明属于建筑施工技术领域，公开了一种钢结构施工方法，包括以下步骤：S1、准备加强件，将加强件与特殊钢构件连接，并将特殊钢构件设置于核心筒上；S2、将加强件连接于楼板，暂不连接特殊钢构件与楼板，加强件约束特殊钢构件沿水平方向的移动，允许特殊钢构件沿竖直方向移动；S3、设置塔架，场内侧悬挑桁架的悬挑端临时支撑于塔架上，将场内侧悬挑桁架的固定端和场外侧悬挑桁架的固定端分别连接于核心筒的两侧；S4、拆除塔架，连接特殊钢构件与楼板。拆除塔架后，核心筒受到的力由加强件承担，并未施加给特殊钢构件，故而结构内应力小的特殊钢构件不易产生形变，提升了施工精度和安全性。
Steel structure construction method
The invention belongs to the technical field of building construction, and discloses a steel structure construction method which comprises the following steps: S1, preparing a reinforcer, connecting the reinforcer with a special steel member, and arranging the special steel member on a core tube; s2, the reinforcer is connected to the floor slab, the special steel component and the floor slab are not connected temporarily, and the reinforcer restrains the special steel component to move in the horizontal direction and allows the special steel component to move in the vertical direction; s3, a tower is arranged, the overhanging end of the overhanging truss on the inner side of the field is temporarily supported on the tower, and the fixed end of the overhanging truss on the inner side of the field and the fixed end of the overhanging truss on the outer side of the field are connected to the two sides of the core tube correspondingly; and S4, the tower is dismantled, and the special steel component and the floor slab are connected. After the tower is dismantled, force borne by the core tube is borne by the reinforcing pieces and is not applied to the special steel members, so that the special steel members with small structural internal stress are not prone to deformation, and construction precision and safety are improved.
本发明属于建筑施工技术领域，公开了一种钢结构施工方法，包括以下步骤：S1、准备加强件，将加强件与特殊钢构件连接，并将特殊钢构件设置于核心筒上；S2、将加强件连接于楼板，暂不连接特殊钢构件与楼板，加强件约束特殊钢构件沿水平方向的移动，允许特殊钢构件沿竖直方向移动；S3、设置塔架，场内侧悬挑桁架的悬挑端临时支撑于塔架上，将场内侧悬挑桁架的固定端和场外侧悬挑桁架的固定端分别连接于核心筒的两侧；S4、拆除塔架，连接特殊钢构件与楼板。拆除塔架后，核心筒受到的力由加强件承担，并未施加给特殊钢构件，故而结构内应力小的特殊钢构件不易产生形变，提升了施工精度和安全性。
Steel structure construction method
钢结构施工方法
MIN SUYANG (author) / LU QUANLIANG (author) / JIN YUHUAI (author) / WU YI (author) / LIU JIANHUA (author) / WU XIAOFENG (author) / LI JINPENG (author) / CHEN YING (author) / LI JIE (author) / GENG SHUAI (author)
2023-10-03
Patent
Electronic Resource
Chinese
CONSTRUCTION METHOD FOR STEEL STRUCTURE, AND STEEL STRUCTURE
| European Patent Office | 2022