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Beam flange weakening type joint of assembly type steel structure
A beam flange weakening type joint of an assembly type steel structure comprises a steel column, an energy consumption section steel beam and a common section steel beam, one end of the energy consumption section steel beam is connected with the steel column through split T-shaped steel, and the other end of the energy consumption section steel beam is connected with the common section steel beam; flanges of the split T-shaped steel are connected to the outer sides of flanges of the steel columns, webs are connected with flanges corresponding to the energy consumption section steel beams, rib plates perpendicular to the webs and the flanges are arranged between the webs and the flanges of the split T-shaped steel, and the width of the plate faces of the rib plates is decreased in the length direction of the energy consumption section steel beams. Two rows of steel beam holes symmetrical about a web of the energy consumption section steel beam are formed in two flanges of the energy consumption section steel beam, the steel beam holes are oblong holes, and the length direction of the holes is consistent with the length direction of the energy consumption section steel beam. The structure is clear in stress, simple in force transmission, high in bearing capacity and convenient to construct and apply.
一种装配式钢结构的梁翼缘削弱型节点，包括钢柱、耗能段钢梁与普通段钢梁，耗能段钢梁一端通过剖分T型钢与钢柱连接，另一端与普通段钢梁连接；剖分T型钢翼缘连接在钢柱翼缘的外侧，腹板与耗能段钢梁对应的翼缘连接，剖分T型钢的腹板和翼缘之间设有垂直于腹板和翼缘的肋板，且肋板板面宽度沿耗能段钢梁的长度方向减小；耗能段钢梁的两个翼缘上设有两排关于耗能段钢梁腹板对称的钢梁孔，钢梁孔为长圆孔，且孔的长度方向与耗能段钢梁的长度方向一致。本发明结构受力明确，传力简单，承载力强，便于施工及应用。
Beam flange weakening type joint of assembly type steel structure
A beam flange weakening type joint of an assembly type steel structure comprises a steel column, an energy consumption section steel beam and a common section steel beam, one end of the energy consumption section steel beam is connected with the steel column through split T-shaped steel, and the other end of the energy consumption section steel beam is connected with the common section steel beam; flanges of the split T-shaped steel are connected to the outer sides of flanges of the steel columns, webs are connected with flanges corresponding to the energy consumption section steel beams, rib plates perpendicular to the webs and the flanges are arranged between the webs and the flanges of the split T-shaped steel, and the width of the plate faces of the rib plates is decreased in the length direction of the energy consumption section steel beams. Two rows of steel beam holes symmetrical about a web of the energy consumption section steel beam are formed in two flanges of the energy consumption section steel beam, the steel beam holes are oblong holes, and the length direction of the holes is consistent with the length direction of the energy consumption section steel beam. The structure is clear in stress, simple in force transmission, high in bearing capacity and convenient to construct and apply.
一种装配式钢结构的梁翼缘削弱型节点，包括钢柱、耗能段钢梁与普通段钢梁，耗能段钢梁一端通过剖分T型钢与钢柱连接，另一端与普通段钢梁连接；剖分T型钢翼缘连接在钢柱翼缘的外侧，腹板与耗能段钢梁对应的翼缘连接，剖分T型钢的腹板和翼缘之间设有垂直于腹板和翼缘的肋板，且肋板板面宽度沿耗能段钢梁的长度方向减小；耗能段钢梁的两个翼缘上设有两排关于耗能段钢梁腹板对称的钢梁孔，钢梁孔为长圆孔，且孔的长度方向与耗能段钢梁的长度方向一致。本发明结构受力明确，传力简单，承载力强，便于施工及应用。
Beam flange weakening type joint of assembly type steel structure
一种装配式钢结构的梁翼缘削弱型节点
XIONG XIAOLI (author) / LI FEIPING (author) / GUAN XINWANG (author) / XIAN QINGJUN (author) / CUI JING (author) / LI LU (author) / HAI CHUANG (author) / YAN CHENGXIANG (author)
2023-12-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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