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Deviation rectifying foundation for differential settlement of power transmission tower
The invention discloses a power transmission tower differential settlement deviation rectifying foundation which comprises four foundations, the four foundations are distributed in a rectangular shape, and the adjacent foundations are connected through concrete reinforcing beams, so that the four foundations are reinforced into an integral #-shaped structure. The foundation comprises a foundation column, a reinforcing platform, a top column and a top plate, the middle of the foundation column is connected with a reinforcing beam, a groove for fixing the top column is formed in the center of the upper surface of the foundation column, the reinforcing platform is arranged above the foundation column, the top column penetrates through the reinforcing platform, the reinforcing platform and the reinforcing beam are connected through an anchoring structure, and the lower surface of the reinforcing platform makes contact with the ground. And the foundation pillars and the reinforcing beams are arranged underground. According to the method, the iron tower can be integrally reinforced, differential settlement of the iron tower foundation can be monitored, meanwhile, deviation correction is conducted, and the problem that the structure of the power transmission iron tower is unstable due to differential settlement is solved.
本发明公开一种输电铁塔不均匀沉降纠偏基础,包括四个基础,四个基础呈矩形分布,相邻的基础之间通过混凝土加固梁连接,使四个基础加固成为一个整体的井字型结构。基础包括基柱、加固平台、顶柱以及顶板,基柱中部与加固梁连接,基柱上表面中心设置固定顶柱的凹槽,加固平台置于基柱上方,顶柱贯穿加固平台,加固平台与加固梁之间通过锚固结构连接,加固平台下表面与地面接触,基柱与加固梁均置于地面以下。本发明可以对铁塔进行整体加固,并实现对铁塔基础不均匀沉降进行监控,同时进行纠偏,解决不均匀沉降造成的输电铁塔结构不稳定的问题。
Deviation rectifying foundation for differential settlement of power transmission tower
The invention discloses a power transmission tower differential settlement deviation rectifying foundation which comprises four foundations, the four foundations are distributed in a rectangular shape, and the adjacent foundations are connected through concrete reinforcing beams, so that the four foundations are reinforced into an integral #-shaped structure. The foundation comprises a foundation column, a reinforcing platform, a top column and a top plate, the middle of the foundation column is connected with a reinforcing beam, a groove for fixing the top column is formed in the center of the upper surface of the foundation column, the reinforcing platform is arranged above the foundation column, the top column penetrates through the reinforcing platform, the reinforcing platform and the reinforcing beam are connected through an anchoring structure, and the lower surface of the reinforcing platform makes contact with the ground. And the foundation pillars and the reinforcing beams are arranged underground. According to the method, the iron tower can be integrally reinforced, differential settlement of the iron tower foundation can be monitored, meanwhile, deviation correction is conducted, and the problem that the structure of the power transmission iron tower is unstable due to differential settlement is solved.
本发明公开一种输电铁塔不均匀沉降纠偏基础,包括四个基础,四个基础呈矩形分布,相邻的基础之间通过混凝土加固梁连接,使四个基础加固成为一个整体的井字型结构。基础包括基柱、加固平台、顶柱以及顶板,基柱中部与加固梁连接,基柱上表面中心设置固定顶柱的凹槽,加固平台置于基柱上方,顶柱贯穿加固平台,加固平台与加固梁之间通过锚固结构连接,加固平台下表面与地面接触,基柱与加固梁均置于地面以下。本发明可以对铁塔进行整体加固,并实现对铁塔基础不均匀沉降进行监控,同时进行纠偏,解决不均匀沉降造成的输电铁塔结构不稳定的问题。
Deviation rectifying foundation for differential settlement of power transmission tower
一种输电铁塔不均匀沉降纠偏基础
WANG BINGNAN (author) / LIANG JUN (author) / ZHANG XIAOCHEN (author) / WAN HUA (author) / LI YAN (author) / XU BO (author) / LING CHENBING (author) / XIAO QINGBIAO (author) / JIANG WENQIANG (author)
2024-03-01
Patent
Electronic Resource
Chinese
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