A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for reinforcing vacuum preloading soft foundation by using high-pressure sand blasting pile
The invention discloses a method for reinforcing a vacuum preloading soft foundation by using a high-pressure sand blasting pile, which comprises the following steps: step 1, firstly leveling a site, then exploring the soft foundation, ascertaining a geologic structure in a soft soil foundation to be treated, and then paving a lower drainage cushion layer; step 2, measuring a discharge point, and placing a pile forming system in place; thirdly, a pile forming system is used, a hole is drilled in the pile forming point position, then high-pressure rotary jet grouting pile forming construction is conducted, and a high-pressure sand jet pile is constructed; fourthly, an upper drainage cushion layer is paved, a filter pipe is arranged in the drainage cushion layer, geotechnical cloth and a sealing film are paved on the drainage cushion layer, and the periphery of the geotechnical cloth and the sealing film are embedded into the impermeable stratum to seal the drainage cushion layer; 5, the filter pipe extends out of the geotechnical cloth and the sealing film through a film outlet device and is connected to a vacuumizing device; and sixthly, the vacuumizing device is started, and vacuum preloading drainage is conducted on the soft soil foundation.
本发明公开了一种应用高压喷射砂桩进行真空预压软基加固的方法，包括，以下步骤：步骤一，首先场地整平，之后进行软基勘探，探明待处理的软土地基中的地质结构，然后摊铺下层的排水垫层；步骤二，测量放点，并就位成桩系统；步骤三，使用成桩系统，先在成桩点位钻孔，之后进行高压旋喷成桩施工，构建高压喷射砂桩；步骤四，摊铺上层排水垫层，排水垫层内布设滤管，在排水垫层上铺设土工布和密封膜并将其四周埋入不透水地层对排水垫层进行密封；步骤五，将滤管通过出膜装置伸出土工布和密封膜连接到抽真空装置上；步骤六，开启抽真空装置，对软土地基进行真空预压排水。
Method for reinforcing vacuum preloading soft foundation by using high-pressure sand blasting pile
The invention discloses a method for reinforcing a vacuum preloading soft foundation by using a high-pressure sand blasting pile, which comprises the following steps: step 1, firstly leveling a site, then exploring the soft foundation, ascertaining a geologic structure in a soft soil foundation to be treated, and then paving a lower drainage cushion layer; step 2, measuring a discharge point, and placing a pile forming system in place; thirdly, a pile forming system is used, a hole is drilled in the pile forming point position, then high-pressure rotary jet grouting pile forming construction is conducted, and a high-pressure sand jet pile is constructed; fourthly, an upper drainage cushion layer is paved, a filter pipe is arranged in the drainage cushion layer, geotechnical cloth and a sealing film are paved on the drainage cushion layer, and the periphery of the geotechnical cloth and the sealing film are embedded into the impermeable stratum to seal the drainage cushion layer; 5, the filter pipe extends out of the geotechnical cloth and the sealing film through a film outlet device and is connected to a vacuumizing device; and sixthly, the vacuumizing device is started, and vacuum preloading drainage is conducted on the soft soil foundation.
本发明公开了一种应用高压喷射砂桩进行真空预压软基加固的方法，包括，以下步骤：步骤一，首先场地整平，之后进行软基勘探，探明待处理的软土地基中的地质结构，然后摊铺下层的排水垫层；步骤二，测量放点，并就位成桩系统；步骤三，使用成桩系统，先在成桩点位钻孔，之后进行高压旋喷成桩施工，构建高压喷射砂桩；步骤四，摊铺上层排水垫层，排水垫层内布设滤管，在排水垫层上铺设土工布和密封膜并将其四周埋入不透水地层对排水垫层进行密封；步骤五，将滤管通过出膜装置伸出土工布和密封膜连接到抽真空装置上；步骤六，开启抽真空装置，对软土地基进行真空预压排水。
Method for reinforcing vacuum preloading soft foundation by using high-pressure sand blasting pile
一种应用高压喷射砂桩进行真空预压软基加固的方法
YUAN FANGLONG (author) / YU ZHIFA (author) / LIU AIMIN (author) / ZHUGE AIJUN (author) / LIU TIANYUN (author) / LIU XU (author) / ZHU NAN (author) / WANG JIANNAN (author) / LIU HEWEN (author)
2024-12-13
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2023
Method for reinforcing ultra-soft foundation through vacuum preloading
| European Patent Office | 2024
| European Patent Office | 2024
| European Patent Office | 2023
| European Patent Office | 2020