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Transition pier bent cap construction support and support construction method
The invention relates to a transition pier cover beam construction support and a support construction method. The support comprises a stand column, a bearing beam, a bailey beam, a distribution beam, a special-shaped triangular support, a first embedded top plate and a second embedded top plate. The bearing beam is arranged on the stand column, the bailey beam is erected on the bearing beam, a distribution beam is erected on the bailey beam, and a special-shaped tripod is erected on the distribution beam; a first pre-buried top plate is pre-buried on the square plane, a second pre-buried top plate is pre-buried on the inclined plane, and the top surfaces of the first pre-buried top plate and the second pre-buried top plate are planes; reinforcing units are further arranged on the stand columns; the top plates of the embedded parts are designed to be planar, so that the bottoms of the steel pipes for supporting the steel pipe stand columns are uniformly stressed no matter the steel pipes for supporting the steel pipe stand columns are located at the bearing platform position of the plane or the bearing platform position of the inclined plane, and meanwhile, the steel pipe stand columns are further provided with a plurality of reinforcing units, so that the whole bent cap construction support is stable.
本发明涉及一种过渡墩盖梁施工支架及支架施工方法，所述支架包括立柱、承重梁、贝雷梁、分配梁、异形三角架、第一预埋顶板和第二预埋顶板；所述承重梁设于所述立柱上，所述贝雷梁架设于承重梁上，所述贝雷梁上架设有分配梁，所述分配梁上架设有异形三角架；所述方形平面上预埋第一预埋顶板，所述斜面预埋第二预埋顶板，所述第一预埋顶板和第二预埋顶板的顶面均为平面；所述立柱上还设有加固单元；本发明将预埋件的顶板均设计为平面形，因此，支撑钢管立柱的钢管无论位于平面的承台位置还是斜面的承台位置，支撑钢管立柱的钢管底部均受力均匀，同时，钢管立柱上还设有多个加固单元，从而使得整个盖梁施工支架的稳固。
Transition pier bent cap construction support and support construction method
The invention relates to a transition pier cover beam construction support and a support construction method. The support comprises a stand column, a bearing beam, a bailey beam, a distribution beam, a special-shaped triangular support, a first embedded top plate and a second embedded top plate. The bearing beam is arranged on the stand column, the bailey beam is erected on the bearing beam, a distribution beam is erected on the bailey beam, and a special-shaped tripod is erected on the distribution beam; a first pre-buried top plate is pre-buried on the square plane, a second pre-buried top plate is pre-buried on the inclined plane, and the top surfaces of the first pre-buried top plate and the second pre-buried top plate are planes; reinforcing units are further arranged on the stand columns; the top plates of the embedded parts are designed to be planar, so that the bottoms of the steel pipes for supporting the steel pipe stand columns are uniformly stressed no matter the steel pipes for supporting the steel pipe stand columns are located at the bearing platform position of the plane or the bearing platform position of the inclined plane, and meanwhile, the steel pipe stand columns are further provided with a plurality of reinforcing units, so that the whole bent cap construction support is stable.
本发明涉及一种过渡墩盖梁施工支架及支架施工方法，所述支架包括立柱、承重梁、贝雷梁、分配梁、异形三角架、第一预埋顶板和第二预埋顶板；所述承重梁设于所述立柱上，所述贝雷梁架设于承重梁上，所述贝雷梁上架设有分配梁，所述分配梁上架设有异形三角架；所述方形平面上预埋第一预埋顶板，所述斜面预埋第二预埋顶板，所述第一预埋顶板和第二预埋顶板的顶面均为平面；所述立柱上还设有加固单元；本发明将预埋件的顶板均设计为平面形，因此，支撑钢管立柱的钢管无论位于平面的承台位置还是斜面的承台位置，支撑钢管立柱的钢管底部均受力均匀，同时，钢管立柱上还设有多个加固单元，从而使得整个盖梁施工支架的稳固。
Transition pier bent cap construction support and support construction method
一种过渡墩盖梁施工支架及支架施工方法
FANG TAO (author) / LIU HONGSHENG (author) / YANG WENYA (author) / LI ZHITANG (author) / LIU ZHENGXIANG (author) / OUYANG XIAOXIN (author) / XIAO YURONG (author) / XIE GUANDONG (author) / CHEN YIPING (author) / HUANG WENZHENG (author)
2024-11-15
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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