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A platform for research: civil engineering, architecture and urbanism
Structural transfer layer type steel concrete girder pouring mold and mold hanging construction method thereof
The invention relates to a structural transfer layer steel reinforced concrete girder pouring mold, and relates to the field of girder pouring, the structural transfer layer steel reinforced concrete girder pouring mold comprises a main steel beam arranged at a designed position, the main steel beam is provided with a bottom template, the bottom template is formed by mutually connecting a plurality of template blocks, and every two adjacent template blocks are connected through a connecting bolt; the bottom formwork is connected with the main steel beam through a U-shaped hanging rod, the U-shaped hanging rod penetrates through the bottom formwork, the end, penetrating through the bottom formwork, of the U-shaped hanging rod is in threaded connection with a fixing nut, side formworks are arranged on the two sides of the bottom formwork, and a supporting piece is arranged between the two side formworks. The construction method has the effects of improving the construction of the structural transfer layer steel reinforced concrete girder, increasing the project expenditure and prolonging the construction period in the erection of the bearing bracket.
本申请涉及一种结构转换层型钢砼大梁浇注模，其涉及大梁浇注领域，其包括设置在设计位置的主钢梁，所述主钢梁上设有底部模板，所述底部模板由若干个模板块相互连接形成，相邻两个所述模板块之间通过连接螺栓连接，所述底部模板与所述主钢梁之间通过U型挂杆连接，所述U型挂杆穿过所述底部模板，所述U型挂杆在穿过所述底部模板的一端螺纹连接有固定螺母，所述底部模板的两侧均设有侧模板，两个所述侧模板之间设有支撑件。本申请具有改善结构转换层型钢砼大梁施工中，承力支架搭设增加工程支出、延长工期的效果。
Structural transfer layer type steel concrete girder pouring mold and mold hanging construction method thereof
The invention relates to a structural transfer layer steel reinforced concrete girder pouring mold, and relates to the field of girder pouring, the structural transfer layer steel reinforced concrete girder pouring mold comprises a main steel beam arranged at a designed position, the main steel beam is provided with a bottom template, the bottom template is formed by mutually connecting a plurality of template blocks, and every two adjacent template blocks are connected through a connecting bolt; the bottom formwork is connected with the main steel beam through a U-shaped hanging rod, the U-shaped hanging rod penetrates through the bottom formwork, the end, penetrating through the bottom formwork, of the U-shaped hanging rod is in threaded connection with a fixing nut, side formworks are arranged on the two sides of the bottom formwork, and a supporting piece is arranged between the two side formworks. The construction method has the effects of improving the construction of the structural transfer layer steel reinforced concrete girder, increasing the project expenditure and prolonging the construction period in the erection of the bearing bracket.
本申请涉及一种结构转换层型钢砼大梁浇注模，其涉及大梁浇注领域，其包括设置在设计位置的主钢梁，所述主钢梁上设有底部模板，所述底部模板由若干个模板块相互连接形成，相邻两个所述模板块之间通过连接螺栓连接，所述底部模板与所述主钢梁之间通过U型挂杆连接，所述U型挂杆穿过所述底部模板，所述U型挂杆在穿过所述底部模板的一端螺纹连接有固定螺母，所述底部模板的两侧均设有侧模板，两个所述侧模板之间设有支撑件。本申请具有改善结构转换层型钢砼大梁施工中，承力支架搭设增加工程支出、延长工期的效果。
Structural transfer layer type steel concrete girder pouring mold and mold hanging construction method thereof
结构转换层型钢砼大梁浇注模及其挂模施工方法
GAO JI (author) / CHANG CHAO (author) / SHEN LIPENG (author) / LIU YAJING (author) / SHI SHENGJIANG (author) / CHEN ZHI (author) / LI ANPING (author) / ZHANG CUI (author) / TAN HAIYAN (author) / BAI JING (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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