A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete cushion device for rock stratum with multiple fractures and construction method
The invention discloses a concrete cushion device used on a rock stratum with multiple fractures and a construction method, and the concrete cushion device comprises a box shell (1) arranged in foundation soil, a collecting ditch component arranged between the box shell (1) and the foundation soil, a drainage component arranged between the box shell (1) and the foundation soil, and a concrete cushion body (7) arranged on the foundation soil. The reinforced concrete foundation is supported, water seeping from the multi-fissure rock stratum is collected and concentrated through the collecting ditch component, the water seeping from the multi-fissure rock stratum is stored in a concentrated mode through the box shell (1), and the water seeping from the multi-fissure rock stratum is drained out of the pipe body through the drainage component. Water seeping from the multi-fissure rock stratum is released to the outside of the concrete cushion layer according to the arranged pipeline, and the technical problem that the seeping water seeping from the multi-fissure rock stratum is isolated by the laid rolled cloth so that the seeping water can seep outwards and flow outwards in foundation soil is solved, so that the stability performance of the concrete cushion layer is improved.
一种用于在具有多裂隙岩层上的混凝土垫层装置和施工方法，包含有设置在地基土中的箱壳(1)、设置在箱壳(1)与地基土之间的收集沟部件、设置在箱壳(1)与地基土之间的排水部件、设置在地基土上的混凝土垫层本体(7)，通过混凝土垫层本体(7)，实现了对钢筋混凝土基础进行支撑，通过收集沟部件，实现了对多裂隙岩层渗出的水进行收集集中，通过箱壳(1)，实现了对多裂隙岩层渗出的水进行集中储存，通过排水部件，实现了对多裂隙岩层渗出的水进行管体外排放，实现了对多裂隙岩层渗出的水按照布置管路线进行释放到混凝土垫层外部，解决了对铺设的卷布对多裂隙岩层渗出的水进行隔离使渗出的水在地基土中向外渗透外流的技术问题，因此提高了混凝土垫层的稳定性能。
Concrete cushion device for rock stratum with multiple fractures and construction method
The invention discloses a concrete cushion device used on a rock stratum with multiple fractures and a construction method, and the concrete cushion device comprises a box shell (1) arranged in foundation soil, a collecting ditch component arranged between the box shell (1) and the foundation soil, a drainage component arranged between the box shell (1) and the foundation soil, and a concrete cushion body (7) arranged on the foundation soil. The reinforced concrete foundation is supported, water seeping from the multi-fissure rock stratum is collected and concentrated through the collecting ditch component, the water seeping from the multi-fissure rock stratum is stored in a concentrated mode through the box shell (1), and the water seeping from the multi-fissure rock stratum is drained out of the pipe body through the drainage component. Water seeping from the multi-fissure rock stratum is released to the outside of the concrete cushion layer according to the arranged pipeline, and the technical problem that the seeping water seeping from the multi-fissure rock stratum is isolated by the laid rolled cloth so that the seeping water can seep outwards and flow outwards in foundation soil is solved, so that the stability performance of the concrete cushion layer is improved.
一种用于在具有多裂隙岩层上的混凝土垫层装置和施工方法，包含有设置在地基土中的箱壳(1)、设置在箱壳(1)与地基土之间的收集沟部件、设置在箱壳(1)与地基土之间的排水部件、设置在地基土上的混凝土垫层本体(7)，通过混凝土垫层本体(7)，实现了对钢筋混凝土基础进行支撑，通过收集沟部件，实现了对多裂隙岩层渗出的水进行收集集中，通过箱壳(1)，实现了对多裂隙岩层渗出的水进行集中储存，通过排水部件，实现了对多裂隙岩层渗出的水进行管体外排放，实现了对多裂隙岩层渗出的水按照布置管路线进行释放到混凝土垫层外部，解决了对铺设的卷布对多裂隙岩层渗出的水进行隔离使渗出的水在地基土中向外渗透外流的技术问题，因此提高了混凝土垫层的稳定性能。
Concrete cushion device for rock stratum with multiple fractures and construction method
用于在具有多裂隙岩层上的混凝土垫层装置和施工方法
XU BAOHUI (author) / DU YUANYUAN (author) / HOU QINGDA (author) / LUO KAIXUAN (author) / ZHANG QING (author) / ZHANG CHANGQI (author)
2023-12-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Rock-fill concrete dam cushion structure and construction method
| European Patent Office | 2022
| European Patent Office | 2023
Uplift pile construction method for rock stratum geology
| European Patent Office | 2022
Reinforcing construction method for blasting loose rock stratum
| European Patent Office | 2024
Construction method of rock-socketed occlusive pile in rock-filled stratum
| European Patent Office | 2020