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Fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint and construction method
The invention provides a fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint. The fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint comprises a steel-engineering bamboo/wood combined I-shaped beam (1), a steel-engineering bamboo/wood combined box type column (2), groove type cantilever beams (3), angle steel (4), unequal limb angle steel (5) and stiffening ribs (7), wherein the upper flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box type column (2) through a sleeve steel plate (6) and the angle steel (4), and the lower flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box type column (2) through the sleeve steel plate (6) and the unequal limb angle steel (5); and the two groove type cantilever beams (3) are fixedly connected to the two sides of a web of the steel-engineering bamboo/wood combined I-shaped beam (1) in a back-to-back mode. The invention further provides a construction method of the fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint.
本发明提供一种装配式钢—工程竹木复合梁柱套筒放梁式节点，包括钢—工程竹/木组合工字型梁(1)、钢—工程竹/木组合箱型柱(2)、槽型悬臂梁(3)、角钢(4)、不等肢角钢(5)和加劲肋(7)，钢—工程竹/木组合工字型梁(1)的上翼缘通过套筒钢板(6)和角钢(4)连接到钢—工程竹/木组合箱型柱(2)，钢—工程竹/木组合工字型梁(1)的下翼缘通过套筒钢板(6)和不等肢角钢(5)连接到钢—工程竹/木组合箱型柱(2)；两个槽型悬臂梁(3)背靠背固定连接到钢—工程竹/木组合工字型梁(1)腹板两侧。本发明还同时提供了上述节点的施工方法。
Fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint and construction method
The invention provides a fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint. The fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint comprises a steel-engineering bamboo/wood combined I-shaped beam (1), a steel-engineering bamboo/wood combined box type column (2), groove type cantilever beams (3), angle steel (4), unequal limb angle steel (5) and stiffening ribs (7), wherein the upper flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box type column (2) through a sleeve steel plate (6) and the angle steel (4), and the lower flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box type column (2) through the sleeve steel plate (6) and the unequal limb angle steel (5); and the two groove type cantilever beams (3) are fixedly connected to the two sides of a web of the steel-engineering bamboo/wood combined I-shaped beam (1) in a back-to-back mode. The invention further provides a construction method of the fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint.
本发明提供一种装配式钢—工程竹木复合梁柱套筒放梁式节点，包括钢—工程竹/木组合工字型梁(1)、钢—工程竹/木组合箱型柱(2)、槽型悬臂梁(3)、角钢(4)、不等肢角钢(5)和加劲肋(7)，钢—工程竹/木组合工字型梁(1)的上翼缘通过套筒钢板(6)和角钢(4)连接到钢—工程竹/木组合箱型柱(2)，钢—工程竹/木组合工字型梁(1)的下翼缘通过套筒钢板(6)和不等肢角钢(5)连接到钢—工程竹/木组合箱型柱(2)；两个槽型悬臂梁(3)背靠背固定连接到钢—工程竹/木组合工字型梁(1)腹板两侧。本发明还同时提供了上述节点的施工方法。
Fabricated steel-engineering bamboo-wood composite beam column sleeve beam-laying type joint and construction method
装配式钢—工程竹木复合梁柱套筒放梁式节点及施工方法
CHEN ZHIHUA (author) / AI RUI (author) / DU YANSHENG (author) / WANG XIAODUN (author) / MA RUI (author) / MA JIA (author)
2021-04-09
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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