
基本信息:
- 专利标题: 内张拉预应力混凝土单层T型框架箱形结构
- 专利标题(英):Inner tension prestressed concrete single-layer T-shaped frame box structure
- 申请号:CN201220098372.9 申请日:2012-03-15
- 公开(公告)号:CN202644842U 公开(公告)日:2013-01-02
- 发明人: 乐贵平 , 聂永明 , 刘明保 , 陈文渊 , 宫剑飞 , 戴军 , 李渊潮 , 徐凌 , 吕亮 , 朱胜利 , 任正录 , 吴林林 , 曹媛萍 , 李志文 , 冯大斌 , 于滨 , 孟履祥 , 聂祺 , 李刚
- 申请人: 北京市轨道交通建设管理有限公司 , 中国建筑科学研究院
- 申请人地址: 北京市西城区百万庄大街甲2号
- 专利权人: 北京市轨道交通建设管理有限公司,中国建筑科学研究院
- 当前专利权人: 北京市轨道交通建设管理有限公司,中国建筑科学研究院
- 当前专利权人地址: 北京市西城区百万庄大街甲2号
- 主分类号: E04C3/26
- IPC分类号: E04C3/26
The utility model relates to an inner tension prestressed concrete single-layer T-shaped frame box structure of a building. A frame structure is arranged parallel to a section direction to form a box-shaped section. The span range of a frame beam is 7-36 m. A prestressed rib is arranged in a frame. A tension slot is reserved in the side surface of the frame in the structure. After the concrete reaches the ruled strength, a same prestressed rib bundle is sequentially connected for sections in an end-to-end manner and is also tensioned at the tension slot through a middle anchorage device, and then the tension slot is blocked. The inner tension prestressed concrete single-layer T-shaped frame box structure is characterized in that the tension slot is reserved at a small-stress position convenient for construction on the side surface of the frame in the structure, and is connected with and tensions the prestressed rib through the middle anchorage device. The structure has the advantages that prestressed tension connection can be realized when the end part of a structure component does not have a tension anchorage condition; relatively good comfortableness, usage performance and structure performance can be provided; and the structure is especially suitable for an underground heavy-duty large-span single-layer frame box structure.