Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting cantilever structure system hub joint inclined column construction method
The invention discloses a connecting cantilever structure system hub joint inclined column construction method which comprises the steps of performing construction preparation, positioning and paying-off, installing a steel rib column and an H-shaped steel beam, connecting and binding column main reinforcement mechanical connection, mounting a column stirrup and a column template, pouring concrete inside a steel pipe, pouring concrete outside the steel pipe, erecting a beam (plate) bottom die, inserting and connecting beam main reinforcements, binding the beam stirrup, erecting a beam side die and a plate bottom die, binding plate steel bars, and pouring beam plate concrete. The construction method settles a relation between a steel column stud and a reinforcing bar outside a steel framework, so that frame column stirrups at the multidirectional intersection joints are treated when meeting steel ribs, it is ensured that after frame beam main reinforcements meet the steel rib columns, the frame beam main reinforcements smoothly pass through the steel rib columns, shearing of the frame beams at the ends of the columns is not affected, and through concrete mix proportion optimization and computer calculation, the binding construction efficiency is improved, the structural strength is improved, the construction difficulty is greatly reduced, the working efficiency is improved, and the maximum harvest is obtained with the minimum investment.
本发明公开了连系悬挑结构体系枢纽节点斜柱施工工法，包括，施工准备、定位放线、安装钢骨柱和H钢梁、柱主筋机械连接与绑扎，柱箍筋和柱模板安装、浇筑钢管内混凝土、浇筑钢管外混凝土、支设梁(板)底模、梁主筋的穿插与连接、绑扎梁箍筋、支设梁侧模及板底模、绑扎板钢筋、梁板混凝土浇筑本工法解决了钢柱栓钉与钢骨外钢筋之间的关系，使多向交汇接头处框架柱箍筋遇钢骨得到处理，确保了框架梁主筋遇钢骨柱后，框架梁主筋顺利通过钢骨柱，使框架梁在柱端部受剪不受影响，通过混凝土配合比优化和计算机计算，提高了困扎施工效率，提高了结构的强度，极大的降低了施工难度，提高了工作效率，用最少的投入获得最大的收获。
Connecting cantilever structure system hub joint inclined column construction method
The invention discloses a connecting cantilever structure system hub joint inclined column construction method which comprises the steps of performing construction preparation, positioning and paying-off, installing a steel rib column and an H-shaped steel beam, connecting and binding column main reinforcement mechanical connection, mounting a column stirrup and a column template, pouring concrete inside a steel pipe, pouring concrete outside the steel pipe, erecting a beam (plate) bottom die, inserting and connecting beam main reinforcements, binding the beam stirrup, erecting a beam side die and a plate bottom die, binding plate steel bars, and pouring beam plate concrete. The construction method settles a relation between a steel column stud and a reinforcing bar outside a steel framework, so that frame column stirrups at the multidirectional intersection joints are treated when meeting steel ribs, it is ensured that after frame beam main reinforcements meet the steel rib columns, the frame beam main reinforcements smoothly pass through the steel rib columns, shearing of the frame beams at the ends of the columns is not affected, and through concrete mix proportion optimization and computer calculation, the binding construction efficiency is improved, the structural strength is improved, the construction difficulty is greatly reduced, the working efficiency is improved, and the maximum harvest is obtained with the minimum investment.
本发明公开了连系悬挑结构体系枢纽节点斜柱施工工法，包括，施工准备、定位放线、安装钢骨柱和H钢梁、柱主筋机械连接与绑扎，柱箍筋和柱模板安装、浇筑钢管内混凝土、浇筑钢管外混凝土、支设梁(板)底模、梁主筋的穿插与连接、绑扎梁箍筋、支设梁侧模及板底模、绑扎板钢筋、梁板混凝土浇筑本工法解决了钢柱栓钉与钢骨外钢筋之间的关系，使多向交汇接头处框架柱箍筋遇钢骨得到处理，确保了框架梁主筋遇钢骨柱后，框架梁主筋顺利通过钢骨柱，使框架梁在柱端部受剪不受影响，通过混凝土配合比优化和计算机计算，提高了困扎施工效率，提高了结构的强度，极大的降低了施工难度，提高了工作效率，用最少的投入获得最大的收获。
Connecting cantilever structure system hub joint inclined column construction method
连系悬挑结构体系枢纽节点斜柱施工工法
YUAN GUANGHUI (Autor:in) / JIANG HANGWEI (Autor:in) / LI WENJUN (Autor:in)
18.02.2022
Patent
Elektronische Ressource
Chinesisch
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