Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bearing platform pre-embedding tool and pre-embedding method
The invention belongs to the technical field of rail transit construction, and particularly relates to a bearing platform pre-embedding tool which comprises a rectangular frame body, and a plurality of first through holes for steel bars to penetrate through are evenly formed in the four edges of the rectangular frame body; the first connecting transverse frames are arranged at the extension lines of the short edges of the rectangular frame body and connected with the rectangular frame body, and second through holes are formed in the ends of the first connecting transverse frames; the placing frame is arranged at the lower end of the rectangular frame body, the placing frame comprises a plurality of tool stand columns which are vertically arranged and inclined strut connecting frames used for connecting every two adjacent tool stand columns, and the problems that in existing bearing platform construction, embedded steel bars can be bent, the distance between every two adjacent embedded steel bars is changed or even staggered, and the construction efficiency is high are solved. The problems that after the bearing platform is formed in a pouring mode, the embedded steel bars are not matched with holes formed in the bottom of the pier column, the embedded steel bars stretch out of one end of the bearing platform and cannot be inserted into the holes, and final installation of the pier column is affected are solved.
本发明属于轨道交通施工技术领域，具体涉及一种承台预埋工装，包括矩形架体，所述矩形架体的四边上均匀开设有若干个用于钢筋贯穿的第一通孔；第一连接横架，分别设置于所述矩形架体短边延长线处，且与矩形架体相连接，所述第一连接横架端部开设有第二通孔；放置架，设置于所述矩形架体的下端，所述放置架包括竖直设置的若干个工装立柱以及用于将相邻两个所述工装立柱连接的斜撑连架，本发明解决了现有承台施工中，预埋钢筋会发生弯曲，其相邻的预埋钢筋之间的间距发生改变，甚至错位，使得承台在浇筑成型后，预埋钢筋与墩柱底部开设的孔洞不相匹配，预埋钢筋伸出承台的一端，无法插入孔洞，影响最终墩柱的安装的问题。
Bearing platform pre-embedding tool and pre-embedding method
The invention belongs to the technical field of rail transit construction, and particularly relates to a bearing platform pre-embedding tool which comprises a rectangular frame body, and a plurality of first through holes for steel bars to penetrate through are evenly formed in the four edges of the rectangular frame body; the first connecting transverse frames are arranged at the extension lines of the short edges of the rectangular frame body and connected with the rectangular frame body, and second through holes are formed in the ends of the first connecting transverse frames; the placing frame is arranged at the lower end of the rectangular frame body, the placing frame comprises a plurality of tool stand columns which are vertically arranged and inclined strut connecting frames used for connecting every two adjacent tool stand columns, and the problems that in existing bearing platform construction, embedded steel bars can be bent, the distance between every two adjacent embedded steel bars is changed or even staggered, and the construction efficiency is high are solved. The problems that after the bearing platform is formed in a pouring mode, the embedded steel bars are not matched with holes formed in the bottom of the pier column, the embedded steel bars stretch out of one end of the bearing platform and cannot be inserted into the holes, and final installation of the pier column is affected are solved.
本发明属于轨道交通施工技术领域，具体涉及一种承台预埋工装，包括矩形架体，所述矩形架体的四边上均匀开设有若干个用于钢筋贯穿的第一通孔；第一连接横架，分别设置于所述矩形架体短边延长线处，且与矩形架体相连接，所述第一连接横架端部开设有第二通孔；放置架，设置于所述矩形架体的下端，所述放置架包括竖直设置的若干个工装立柱以及用于将相邻两个所述工装立柱连接的斜撑连架，本发明解决了现有承台施工中，预埋钢筋会发生弯曲，其相邻的预埋钢筋之间的间距发生改变，甚至错位，使得承台在浇筑成型后，预埋钢筋与墩柱底部开设的孔洞不相匹配，预埋钢筋伸出承台的一端，无法插入孔洞，影响最终墩柱的安装的问题。
Bearing platform pre-embedding tool and pre-embedding method
一种承台预埋工装及预埋方法
TAO CHANGMEI (Autor:in) / ZHAO XIAOBO (Autor:in) / SHEN ZHONGYUAN (Autor:in) / LI YANQING (Autor:in) / ZHANG KE (Autor:in) / LI JIANJUN (Autor:in) / DENG MINGLIANG (Autor:in) / LIU LU (Autor:in)
27.06.2023
Patent
Elektronische Ressource
Chinesisch
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