Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deep foundation pit concrete filled steel tubular column structure and construction method thereof
The invention relates to a deep foundation pit steel pipe concrete column structure and a construction method thereof. The deep foundation pit steel pipe concrete column structure comprises a hollow steel pipe column vertically arranged on the bottom face of a foundation pit; the concrete structure is formed in the steel pipe column through pouring; a steel sleeve fixed outside the steel pipe column is sleeved at the position corresponding to the supporting beam; the first studs are fixedly arranged on the outer wall of the steel sleeve at intervals, the first studs are fixedly connected with reinforcing steel bars of the supporting beam, and the steel sleeve and the first studs are fixedly buried in the supporting beam. An integral steel pipe concrete structure is formed by arranging a steel pipe column and pouring concrete into the steel pipe column, so that the stress performance of the steel pipe concrete column structure and the supporting effect on a supporting beam are enhanced, a steel sleeve and a first stud are arranged at the arrangement position of the supporting beam, the first stud is fixedly connected with a steel bar of the supporting beam, and the supporting beam is formed through pouring; and the first stud and the steel sleeve are fixedly buried in the supporting beam and are connected with the supporting beam into a whole, so that the stress performance of the joint of the concrete filled steel tubular column structure and the supporting beam is enhanced.
本发明涉及一种深基坑钢管混凝土柱结构及其施工方法，包括：立设于基坑底面且内部中空的钢管柱；浇筑形成于钢管柱内的混凝土结构；对应支撑梁的设置位置套设套设固定于钢管柱外的钢套筒；间隔地固设于钢套筒外壁的若干排第一栓钉，第一栓钉与支撑梁的钢筋固定连接，钢套筒和第一栓钉埋固于支撑梁内。通过设置钢管柱且内部浇筑混凝土形成整体的钢管混凝土结构，以增强钢管混凝土柱结构的受力性能和对支撑梁的支撑效果，在支撑梁的设置位置设置钢套筒和第一栓钉，将第一栓钉与支撑梁的钢筋固定连接，通过浇筑形成支撑梁，使第一栓钉和钢套筒埋固于支撑梁内并与支撑梁连为一体，从而增强钢管混凝土柱结构与支撑梁连接处的受力性能。
Deep foundation pit concrete filled steel tubular column structure and construction method thereof
The invention relates to a deep foundation pit steel pipe concrete column structure and a construction method thereof. The deep foundation pit steel pipe concrete column structure comprises a hollow steel pipe column vertically arranged on the bottom face of a foundation pit; the concrete structure is formed in the steel pipe column through pouring; a steel sleeve fixed outside the steel pipe column is sleeved at the position corresponding to the supporting beam; the first studs are fixedly arranged on the outer wall of the steel sleeve at intervals, the first studs are fixedly connected with reinforcing steel bars of the supporting beam, and the steel sleeve and the first studs are fixedly buried in the supporting beam. An integral steel pipe concrete structure is formed by arranging a steel pipe column and pouring concrete into the steel pipe column, so that the stress performance of the steel pipe concrete column structure and the supporting effect on a supporting beam are enhanced, a steel sleeve and a first stud are arranged at the arrangement position of the supporting beam, the first stud is fixedly connected with a steel bar of the supporting beam, and the supporting beam is formed through pouring; and the first stud and the steel sleeve are fixedly buried in the supporting beam and are connected with the supporting beam into a whole, so that the stress performance of the joint of the concrete filled steel tubular column structure and the supporting beam is enhanced.
本发明涉及一种深基坑钢管混凝土柱结构及其施工方法，包括：立设于基坑底面且内部中空的钢管柱；浇筑形成于钢管柱内的混凝土结构；对应支撑梁的设置位置套设套设固定于钢管柱外的钢套筒；间隔地固设于钢套筒外壁的若干排第一栓钉，第一栓钉与支撑梁的钢筋固定连接，钢套筒和第一栓钉埋固于支撑梁内。通过设置钢管柱且内部浇筑混凝土形成整体的钢管混凝土结构，以增强钢管混凝土柱结构的受力性能和对支撑梁的支撑效果，在支撑梁的设置位置设置钢套筒和第一栓钉，将第一栓钉与支撑梁的钢筋固定连接，通过浇筑形成支撑梁，使第一栓钉和钢套筒埋固于支撑梁内并与支撑梁连为一体，从而增强钢管混凝土柱结构与支撑梁连接处的受力性能。
Deep foundation pit concrete filled steel tubular column structure and construction method thereof
深基坑钢管混凝土柱结构及其施工方法
WANG GANG (Autor:in) / LIU TIANLONG (Autor:in) / WANG QIANG (Autor:in) / NIU HUI (Autor:in) / CHEN HUA (Autor:in) / YU SHAOLE (Autor:in) / PAN JUNJUN (Autor:in) / ZHANG YUXI (Autor:in) / WU GUANGHUI (Autor:in) / LI CHENGLONG (Autor:in)
23.12.2022
Patent
Elektronische Ressource
Chinesisch
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