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Horizontal-vertical drain board vacuum preloading combined dynamic compaction soft foundation treatment system and method thereof
The invention relates to a horizontal-vertical drain board vacuum preloading combined dynamic compaction soft foundation treatment system which comprises a preloading groove, a vacuum pump and a drain board system, the drain board system comprises a transverse drain board system and a vertical drain board system, and the transverse drain board system and the vertical drain board system are laid in the preloading groove. The transverse drainage plate system and the vertical drainage plate system are connected with an external vacuum pump through a first vertical drainage pipe and a second vertical drainage pipe correspondingly, a sand cushion layer is laid on the top of the pre-pressing groove, a tamping water drawing device is placed above the sand cushion layer, and the top of the tamping water drawing device is provided with a dynamic tamping point position. The drainage rate is high, the soft foundation is evenly drained, the settlement amount is larger, and the overall structure is stable.
本发明涉及一种水平‑竖向排水板真空预压联合强夯软基处理系统,包括预压槽、真空泵和排水板系统,排水板系统包括横向排水板系统和竖向排水板系统组成,所述横向排水板系统和竖向排水板系统铺设于预压槽内,所述横向排水板系统和竖向排水板系统分别通过第一竖直排水管和第二竖直排水管与外部真空泵连接,所述预压槽顶部铺设砂垫层,所述砂垫层上方放置夯击汲水装置,夯击汲水装置顶部具有强夯点位。排水速率快,软基均匀排水,沉降量更大,整体结构稳定。
Horizontal-vertical drain board vacuum preloading combined dynamic compaction soft foundation treatment system and method thereof
The invention relates to a horizontal-vertical drain board vacuum preloading combined dynamic compaction soft foundation treatment system which comprises a preloading groove, a vacuum pump and a drain board system, the drain board system comprises a transverse drain board system and a vertical drain board system, and the transverse drain board system and the vertical drain board system are laid in the preloading groove. The transverse drainage plate system and the vertical drainage plate system are connected with an external vacuum pump through a first vertical drainage pipe and a second vertical drainage pipe correspondingly, a sand cushion layer is laid on the top of the pre-pressing groove, a tamping water drawing device is placed above the sand cushion layer, and the top of the tamping water drawing device is provided with a dynamic tamping point position. The drainage rate is high, the soft foundation is evenly drained, the settlement amount is larger, and the overall structure is stable.
本发明涉及一种水平‑竖向排水板真空预压联合强夯软基处理系统,包括预压槽、真空泵和排水板系统,排水板系统包括横向排水板系统和竖向排水板系统组成,所述横向排水板系统和竖向排水板系统铺设于预压槽内,所述横向排水板系统和竖向排水板系统分别通过第一竖直排水管和第二竖直排水管与外部真空泵连接,所述预压槽顶部铺设砂垫层,所述砂垫层上方放置夯击汲水装置,夯击汲水装置顶部具有强夯点位。排水速率快,软基均匀排水,沉降量更大,整体结构稳定。
Horizontal-vertical drain board vacuum preloading combined dynamic compaction soft foundation treatment system and method thereof
水平-竖向排水板真空预压联合强夯软基处理系统及其方法
FU HONGTAO (author) / CAI YING (author) / XIE ZHONGWU (author) / GE BIN (author) / YE SHUXIANG (author) / WANG JUN (author) / NI JUNFENG (author) / GAO ZIYANG (author) / ANDA NICHIRA (author) / ZHU XIAOXIAO (author)
2024-05-07
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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