A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated canopy construction method and structure thereof
The invention relates to the technical field of canopy building construction, in particular to an assembly type canopy construction method and a structure thereof, and the method comprises the following steps: S1, prefabricating each component; s2, a bearing platform cushion layer is poured, and a concrete bearing platform is poured; s3, the concrete rectangular column is hoisted in place and fixed in a cast-in-place mode; s4, hoisting the concrete tree-shaped beam in place, and performing cast-in-place fixation; s5, construction of adjacent canopy columns in the vertical rail direction is completed; s7, the concrete rectangular main beams are hoisted in place for supporting and cast-in-place fixing; S8, construction of adjacent canopy columns in the rail direction is completed; s9, the steel frame is hoisted to the position between every two adjacent concrete tree-shaped beams; and S10, welding the along-rail steel main beams of the steel frame to the concrete tree-shaped beam column, and welding vertical-rail steel secondary beams between the along-rail steel main beams. And due to the application of the steel and concrete combined structure, the dead weight of the platform canopy can be effectively reduced, the bearing pressure of the concrete rectangular column is reduced, and hoisting and construction of all prefabricated parts are facilitated.
本申请涉及雨棚建筑施工技术领域，具体涉及一种装配式雨棚施工方法及其结构，所述方法包括如下步骤：S1：预制各个构件；S2：浇筑承台垫层，浇筑混凝土承台；S3：将混凝土矩形柱吊装到位并现浇固定；S4：吊装混凝土树状梁到位并现浇固定；S5：完成垂轨向相邻雨棚柱施工；S7：将混凝土矩形主梁吊装到位进行支撑并现浇固定S8：完成顺轨向相邻雨棚柱施工；S9：吊装钢框架至相邻两榀混凝土树状梁之间；S10：焊接钢框架的顺轨向钢主梁至混凝土树状梁柱上，在顺轨向钢主梁之间焊接垂轨向钢次梁。钢以及混凝土组合结构的应用，能有效减轻站台雨棚的自重，使得混凝土矩形柱的承载压力变小，方便各个预制构件的吊装与施工。
Fabricated canopy construction method and structure thereof
The invention relates to the technical field of canopy building construction, in particular to an assembly type canopy construction method and a structure thereof, and the method comprises the following steps: S1, prefabricating each component; s2, a bearing platform cushion layer is poured, and a concrete bearing platform is poured; s3, the concrete rectangular column is hoisted in place and fixed in a cast-in-place mode; s4, hoisting the concrete tree-shaped beam in place, and performing cast-in-place fixation; s5, construction of adjacent canopy columns in the vertical rail direction is completed; s7, the concrete rectangular main beams are hoisted in place for supporting and cast-in-place fixing; S8, construction of adjacent canopy columns in the rail direction is completed; s9, the steel frame is hoisted to the position between every two adjacent concrete tree-shaped beams; and S10, welding the along-rail steel main beams of the steel frame to the concrete tree-shaped beam column, and welding vertical-rail steel secondary beams between the along-rail steel main beams. And due to the application of the steel and concrete combined structure, the dead weight of the platform canopy can be effectively reduced, the bearing pressure of the concrete rectangular column is reduced, and hoisting and construction of all prefabricated parts are facilitated.
本申请涉及雨棚建筑施工技术领域，具体涉及一种装配式雨棚施工方法及其结构，所述方法包括如下步骤：S1：预制各个构件；S2：浇筑承台垫层，浇筑混凝土承台；S3：将混凝土矩形柱吊装到位并现浇固定；S4：吊装混凝土树状梁到位并现浇固定；S5：完成垂轨向相邻雨棚柱施工；S7：将混凝土矩形主梁吊装到位进行支撑并现浇固定S8：完成顺轨向相邻雨棚柱施工；S9：吊装钢框架至相邻两榀混凝土树状梁之间；S10：焊接钢框架的顺轨向钢主梁至混凝土树状梁柱上，在顺轨向钢主梁之间焊接垂轨向钢次梁。钢以及混凝土组合结构的应用，能有效减轻站台雨棚的自重，使得混凝土矩形柱的承载压力变小，方便各个预制构件的吊装与施工。
Fabricated canopy construction method and structure thereof
一种装配式雨棚施工方法及其结构
JIN XIAOFEI (author) / YAN HAN (author) / ZHANG SHENGCHAO (author) / TAO YU (author) / ZHANG SONGFU (author) / ZHONG LIBO (author) / GE HONGYUN (author) / LU LINA (author) / WANG YU (author) / SONG BAOCANG (author)
2022-11-22
Patent
Electronic Resource
Chinese
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