A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Multi-weak intercalated layer gravity dam foundation combined reinforcing structure
A multi-weak interlayer gravity dam foundation combined reinforcing structure comprises a gravity dam body and a reinforcing assembly, the reinforcing assembly is arranged at the lower end of the gravity dam body, and a first upstream stabilizing plate and a second upstream stabilizing plate are fixedly arranged on the upstream side of the bottom face of the gravity dam body. The first downstream stabilizing plate and the second downstream stabilizing plate are fixedly arranged on the downstream side of the bottom face of the gravity dam body, a shear wall is fixed to the middle of the bottom face of the gravity dam body, and a limiting plate is longitudinally and fixedly arranged on the side face of the shear wall. A tooth groove formed by a first downstream stabilizing plate and a second downstream stabilizing plate can enhance the stability between the downstream end of the gravity dam body and a ground layer, so that the situation that the gravity dam body slides left and right to be unbalanced is avoided, and the stability of the gravity dam body in the front-back direction is enhanced through multiple sets of shear walls; and meanwhile, the contact area between the reinforcing structure and the ground layer can be further increased through the limiting plates, and therefore the anti-sliding performance of the gravity dam foundation can be further enhanced.
一种多软弱夹层重力坝基础组合加固结构，包括重力坝本体和加固组件，加固组件设置于重力坝本体的下端，第一上游稳定板和第二上游稳定板固定设置在重力坝本体的底面上游侧，第一下游稳定板和第二下游稳定板固定设置在重力坝本体的底面下游侧，重力坝本体的底面中部固定有剪力墙，且剪力墙侧面纵向固设有限位板。第一下游稳定板和第二下游稳定板形成的齿槽能够加强重力坝本体下游端与地面层之间的稳定性，从而避免重力坝本体出现左右滑动失衡的状况，利用多组剪力墙来增强重力坝本体前后方向上的稳定性，同时还通过限位板能够进一步提高加固结构与地面层之间的接触面积，从而能够进一步增强重力坝基础的抗滑性能。
Multi-weak intercalated layer gravity dam foundation combined reinforcing structure
A multi-weak interlayer gravity dam foundation combined reinforcing structure comprises a gravity dam body and a reinforcing assembly, the reinforcing assembly is arranged at the lower end of the gravity dam body, and a first upstream stabilizing plate and a second upstream stabilizing plate are fixedly arranged on the upstream side of the bottom face of the gravity dam body. The first downstream stabilizing plate and the second downstream stabilizing plate are fixedly arranged on the downstream side of the bottom face of the gravity dam body, a shear wall is fixed to the middle of the bottom face of the gravity dam body, and a limiting plate is longitudinally and fixedly arranged on the side face of the shear wall. A tooth groove formed by a first downstream stabilizing plate and a second downstream stabilizing plate can enhance the stability between the downstream end of the gravity dam body and a ground layer, so that the situation that the gravity dam body slides left and right to be unbalanced is avoided, and the stability of the gravity dam body in the front-back direction is enhanced through multiple sets of shear walls; and meanwhile, the contact area between the reinforcing structure and the ground layer can be further increased through the limiting plates, and therefore the anti-sliding performance of the gravity dam foundation can be further enhanced.
一种多软弱夹层重力坝基础组合加固结构，包括重力坝本体和加固组件，加固组件设置于重力坝本体的下端，第一上游稳定板和第二上游稳定板固定设置在重力坝本体的底面上游侧，第一下游稳定板和第二下游稳定板固定设置在重力坝本体的底面下游侧，重力坝本体的底面中部固定有剪力墙，且剪力墙侧面纵向固设有限位板。第一下游稳定板和第二下游稳定板形成的齿槽能够加强重力坝本体下游端与地面层之间的稳定性，从而避免重力坝本体出现左右滑动失衡的状况，利用多组剪力墙来增强重力坝本体前后方向上的稳定性，同时还通过限位板能够进一步提高加固结构与地面层之间的接触面积，从而能够进一步增强重力坝基础的抗滑性能。
Multi-weak intercalated layer gravity dam foundation combined reinforcing structure
一种多软弱夹层重力坝基础组合加固结构
LIU SHANGGE (author) / YIN XIUWEN (author) / LI ZHEN (author) / LU BINGYIN (author) / XING SHAOPENG (author) / YANG TAO (author) / MAN YUNCHAO (author) / HUA MENGYUAN (author) / ZHANG YOUMING (author) / LI JIAFENG (author)
2023-01-17
Patent
Electronic Resource
Chinese
| European Patent Office | 2023
| European Patent Office | 2023
| European Patent Office | 2018
| European Patent Office | 2021