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Reinforcing construction method for connection at section conversion position of concrete-filled steel tube latticed column
The invention relates to a concrete pouring mode of a concrete-filled steel tube latticed column of a single-layer industrial factory building, in particular to a reinforced construction method for connection at the section conversion position of the concrete-filled steel tube latticed column. The invention relates to a reinforced concrete column which at least comprises a column steel pipe 1 filled with concrete 4 and a column steel pipe 1 without filled concrete 4, and one end of the column steel pipe 1 without filled concrete and one end of the column steel pipe 1 filled with concrete are respectively provided with a flange plate 2. The limb column steel pipe 1 not filled with the concrete and the flange plate 2 of the limb column steel pipe 1 filled with the concrete are connected through the bolt 3 to form a composite structure column; the two composite structure columns are connected through the lattice column diagonal web member steel pipes 5 and the lattice column transverse web member steel pipes 6 to form the concrete filled steel tube lattice column foundation structure. By means of the technology, the problems that along with the increase of the plant height, the concrete filling construction difficulty in the latticed column is increased, and concrete filling in the whole latticed column is difficult to achieve can be well solved.
本发明涉及一种单层工业厂房钢管混凝土格构柱混凝土灌注方式,特别是一种钢管混凝土格构柱截面转换处连接的加强构造方法。它至少包括:一根内填混凝土4的肢柱钢管1和一根无内填混凝土4的肢柱钢管1,无内填混凝土的肢柱钢管1与内填混凝土的肢柱钢管1一端各有法兰盘2,无内填混凝土的肢柱钢管1与内填混凝土的肢柱钢管1的法兰盘2通过螺栓3连接形成一复合结构柱;两根复合结构柱之间通过格构柱斜腹杆钢管5和格构柱横腹杆钢管6连接成钢管混凝土格构柱基础结构。通过这种技术能很好的解决了随着厂房高度的增加,格构柱内混凝土填充施工难度增加,在整个格构柱内填充混凝土难以实现的问题。
Reinforcing construction method for connection at section conversion position of concrete-filled steel tube latticed column
The invention relates to a concrete pouring mode of a concrete-filled steel tube latticed column of a single-layer industrial factory building, in particular to a reinforced construction method for connection at the section conversion position of the concrete-filled steel tube latticed column. The invention relates to a reinforced concrete column which at least comprises a column steel pipe 1 filled with concrete 4 and a column steel pipe 1 without filled concrete 4, and one end of the column steel pipe 1 without filled concrete and one end of the column steel pipe 1 filled with concrete are respectively provided with a flange plate 2. The limb column steel pipe 1 not filled with the concrete and the flange plate 2 of the limb column steel pipe 1 filled with the concrete are connected through the bolt 3 to form a composite structure column; the two composite structure columns are connected through the lattice column diagonal web member steel pipes 5 and the lattice column transverse web member steel pipes 6 to form the concrete filled steel tube lattice column foundation structure. By means of the technology, the problems that along with the increase of the plant height, the concrete filling construction difficulty in the latticed column is increased, and concrete filling in the whole latticed column is difficult to achieve can be well solved.
本发明涉及一种单层工业厂房钢管混凝土格构柱混凝土灌注方式,特别是一种钢管混凝土格构柱截面转换处连接的加强构造方法。它至少包括:一根内填混凝土4的肢柱钢管1和一根无内填混凝土4的肢柱钢管1,无内填混凝土的肢柱钢管1与内填混凝土的肢柱钢管1一端各有法兰盘2,无内填混凝土的肢柱钢管1与内填混凝土的肢柱钢管1的法兰盘2通过螺栓3连接形成一复合结构柱;两根复合结构柱之间通过格构柱斜腹杆钢管5和格构柱横腹杆钢管6连接成钢管混凝土格构柱基础结构。通过这种技术能很好的解决了随着厂房高度的增加,格构柱内混凝土填充施工难度增加,在整个格构柱内填充混凝土难以实现的问题。
Reinforcing construction method for connection at section conversion position of concrete-filled steel tube latticed column
一种钢管混凝土格构柱截面转换处连接的加强构造方法
LIU HUI (author) / XUE JIANYANG (author) / HUANG KUNTAO (author) / BAI SHENGYU (author) / WEI HAN (author) / LUO ZHENG (author) / LIU JIAMING (author) / YIN YUGUANG (author)
2024-08-16
Patent
Electronic Resource
Chinese
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