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A platform for research: civil engineering, architecture and urbanism
Shear-resistant bent cap hoop and filling construction method thereof
The invention relates to the technical field of bridge construction, in particular to a shear-resistant bent cap hoop and a filling construction method thereof.The shear-resistant bent cap hoop comprises a pier column, a hoop body, a bottom die and a shear-resistant supporting assembly, the pier column is vertically arranged, the hoop body comprises two assembled hoop plates, and the two assembled hoop plates are connected with the pier column in a sleeving mode through a plurality of high-strength bolts; the bottom die is arranged between the hoop and the pier column through the fixing assembly, then the bottom die is filled with the filling layer of early strength epoxy resin or cement mortar or concrete, the shear-resistant supporting structure is arranged on the hoop and connected with the filling layer, shear-resistant steel bars in the shear-resistant supporting structure cannot damage the pier column and the filling layer, and therefore when the hoop is stressed, the pier column can not be damaged by the shear-resistant supporting structure. The shear-resistant supporting structure is convenient to install, meanwhile, the hoop is convenient to disassemble and use, in addition, the customized bottom die which is low in cost can adapt to pier columns of different sizes and shapes to be used to a certain degree, the application range is wider, and operation is easy.
本发明公开涉及桥梁施工技术领域，具体为一种抗剪盖梁抱箍及其填充施工方法，包括墩柱、抱箍、底模和抗剪支撑组件，墩柱竖直设置，抱箍包括两个组装箍板，两个组装箍板通过若干高强螺栓套接墩柱设置，通过固定组件在抱箍和墩柱之间设置底模，然后在底模上进行填充早强环氧树脂、水泥砂浆或混凝土的填充层，并在抱箍上设置抗剪支撑结构与填充层进行连接，使其内部抗剪钢棒不会对墩柱和填充层进行破坏，从而抱箍在进行受力时，进行有效缓解或消除，其抗剪支撑结构安装方便的同时，方便抱箍的拆卸使用，另外成本较低的定制式底模，可一定程度适应不同尺寸和形状的墩柱使用，适用范围更广，且操作简单。
Shear-resistant bent cap hoop and filling construction method thereof
The invention relates to the technical field of bridge construction, in particular to a shear-resistant bent cap hoop and a filling construction method thereof.The shear-resistant bent cap hoop comprises a pier column, a hoop body, a bottom die and a shear-resistant supporting assembly, the pier column is vertically arranged, the hoop body comprises two assembled hoop plates, and the two assembled hoop plates are connected with the pier column in a sleeving mode through a plurality of high-strength bolts; the bottom die is arranged between the hoop and the pier column through the fixing assembly, then the bottom die is filled with the filling layer of early strength epoxy resin or cement mortar or concrete, the shear-resistant supporting structure is arranged on the hoop and connected with the filling layer, shear-resistant steel bars in the shear-resistant supporting structure cannot damage the pier column and the filling layer, and therefore when the hoop is stressed, the pier column can not be damaged by the shear-resistant supporting structure. The shear-resistant supporting structure is convenient to install, meanwhile, the hoop is convenient to disassemble and use, in addition, the customized bottom die which is low in cost can adapt to pier columns of different sizes and shapes to be used to a certain degree, the application range is wider, and operation is easy.
本发明公开涉及桥梁施工技术领域，具体为一种抗剪盖梁抱箍及其填充施工方法，包括墩柱、抱箍、底模和抗剪支撑组件，墩柱竖直设置，抱箍包括两个组装箍板，两个组装箍板通过若干高强螺栓套接墩柱设置，通过固定组件在抱箍和墩柱之间设置底模，然后在底模上进行填充早强环氧树脂、水泥砂浆或混凝土的填充层，并在抱箍上设置抗剪支撑结构与填充层进行连接，使其内部抗剪钢棒不会对墩柱和填充层进行破坏，从而抱箍在进行受力时，进行有效缓解或消除，其抗剪支撑结构安装方便的同时，方便抱箍的拆卸使用，另外成本较低的定制式底模，可一定程度适应不同尺寸和形状的墩柱使用，适用范围更广，且操作简单。
Shear-resistant bent cap hoop and filling construction method thereof
一种抗剪盖梁抱箍及其填充施工方法
CHAI MIAO (author) / YUAN ZHEHUI (author) / LIU JUMING (author) / CHEN ANSHENG (author) / XIE WENBIAO (author) / ZHENG KAIFENG (author) / LIN ZHIGENG (author) / LYU JUNJIA (author) / CHEN JIAJIE (author)
2024-01-09
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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