A platform for research: civil engineering, architecture and urbanism
Transition section bent cap formwork support structure
The invention discloses a transition section cover beam formwork supporting frame structure, and relates to the technical field of building construction, the transition section cover beam formwork supporting frame structure comprises a plurality of stand columns vertically arranged below a cover beam and a truss used for connecting the stand columns into a whole, bearing beams are arranged on the stand columns in the horizontal direction, and shaping brackets matched with the bottom of the cover beam in shape are arranged on the bearing beams; the height of the shaping bracket is gradually reduced from outside to inside, and the end, close to the pier, of the shaping bracket is in an arc shape. In the construction process of the viaduct bent cap, due to the fact that the shaping bracket is arranged and machined in advance according to the elevation of the bottom of the bent cap, elevation adjustment does not need to be conducted in the construction process, after the stand columns and the bearing beams are installed, the shaping bracket is installed in one step, and the construction period is effectively shortened.
本发明公开一种渐变段盖梁支模架构造,涉及建筑施工技术领域,包括多根竖向设置于盖梁下方的立柱和用于将立柱连接形成整体的桁架,所述立柱上沿水平方向设有承载梁,所述承载梁上设有与盖梁底部形状契合的定型托架,所述定型托架的高度从外向内逐渐降低,所述定型托架靠近桥墩的一端呈弧形设置;高架桥盖梁施工中,由于定型托架预先按照盖梁底标高设置加工的,因此无需在施工中进行标高的调节,立柱、承载梁安装完成后,一步到位将定型托架安装完成,有效节约了工期。
Transition section bent cap formwork support structure
The invention discloses a transition section cover beam formwork supporting frame structure, and relates to the technical field of building construction, the transition section cover beam formwork supporting frame structure comprises a plurality of stand columns vertically arranged below a cover beam and a truss used for connecting the stand columns into a whole, bearing beams are arranged on the stand columns in the horizontal direction, and shaping brackets matched with the bottom of the cover beam in shape are arranged on the bearing beams; the height of the shaping bracket is gradually reduced from outside to inside, and the end, close to the pier, of the shaping bracket is in an arc shape. In the construction process of the viaduct bent cap, due to the fact that the shaping bracket is arranged and machined in advance according to the elevation of the bottom of the bent cap, elevation adjustment does not need to be conducted in the construction process, after the stand columns and the bearing beams are installed, the shaping bracket is installed in one step, and the construction period is effectively shortened.
本发明公开一种渐变段盖梁支模架构造,涉及建筑施工技术领域,包括多根竖向设置于盖梁下方的立柱和用于将立柱连接形成整体的桁架,所述立柱上沿水平方向设有承载梁,所述承载梁上设有与盖梁底部形状契合的定型托架,所述定型托架的高度从外向内逐渐降低,所述定型托架靠近桥墩的一端呈弧形设置;高架桥盖梁施工中,由于定型托架预先按照盖梁底标高设置加工的,因此无需在施工中进行标高的调节,立柱、承载梁安装完成后,一步到位将定型托架安装完成,有效节约了工期。
Transition section bent cap formwork support structure
渐变段盖梁支模架构造
2023-08-15
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
European Patent Office | 2020
|Column pier type support-free bent cap formwork structure
European Patent Office | 2024
|Gradient-adjustable bent cap formwork supporting structure
European Patent Office | 2022
|