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Fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint and construction method
The invention provides a fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint. The fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint comprises a prefabricated steel-engineering bamboo/wood combined I-shaped beam (1), a prefabricated steel-engineering bamboo/wood combined box column (2), groove-shaped cantilever beams (3), angle steel and an end plate (5), 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 column (2) through the end plate (5) and the angle steel; the lower flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box column (2) through the end plate (5) and the other angle steel; the two groove-shaped 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; and the sides, close to the steel-engineering bamboo/wood combined box column (2), of the two groove-shaped cantilever beams (3) are fixedly connected to the end plate (5). The invention further provides a construction method of the fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint.
本发明提供一种装配式钢—工程竹木复合梁柱端板连接节点，包括预制的钢—工程竹/木组合工字型梁(1)、预制的钢—工程竹/木组合箱型柱(2)、槽型悬臂梁(3)、角钢和端板(5)，钢—工程竹/木组合工字型梁(1)的上翼缘通过端板(5)和一个角钢连接到钢—工程竹/木组合箱型柱(2)，钢—工程竹/木组合工字型梁(1)的下翼缘通过端板(5)和另一个角钢连接到钢—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，两个槽型悬臂梁(3)靠近钢—工程竹/木组合箱型柱(2)的一侧固定连接到所述的端板(5)。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 end plate connecting joint and construction method
The invention provides a fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint. The fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint comprises a prefabricated steel-engineering bamboo/wood combined I-shaped beam (1), a prefabricated steel-engineering bamboo/wood combined box column (2), groove-shaped cantilever beams (3), angle steel and an end plate (5), 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 column (2) through the end plate (5) and the angle steel; the lower flange of the steel-engineering bamboo/wood combined I-shaped beam (1) is connected to the steel-engineering bamboo/wood combined box column (2) through the end plate (5) and the other angle steel; the two groove-shaped 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; and the sides, close to the steel-engineering bamboo/wood combined box column (2), of the two groove-shaped cantilever beams (3) are fixedly connected to the end plate (5). The invention further provides a construction method of the fabricated steel-engineering bamboo-wood composite beam column end plate connecting joint.
本发明提供一种装配式钢—工程竹木复合梁柱端板连接节点，包括预制的钢—工程竹/木组合工字型梁(1)、预制的钢—工程竹/木组合箱型柱(2)、槽型悬臂梁(3)、角钢和端板(5)，钢—工程竹/木组合工字型梁(1)的上翼缘通过端板(5)和一个角钢连接到钢—工程竹/木组合箱型柱(2)，钢—工程竹/木组合工字型梁(1)的下翼缘通过端板(5)和另一个角钢连接到钢—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，两个槽型悬臂梁(3)靠近钢—工程竹/木组合箱型柱(2)的一侧固定连接到所述的端板(5)。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 end plate connecting joint and construction method
装配式钢—工程竹木复合梁柱端板连接节点及施工方法
WANG XIAODUN (author) / AI RUI (author) / DU YANSHENG (author) / CHEN ZHIHUA (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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