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Blocking and protecting structure for inner and outer sheet-pile walls in abrupt slope terrain and construction method
The invention provides an abrupt slope terrain inner and outer pile-slab wall retaining and protecting structure which comprises an anti-slide pile body, the anti-slide pile body comprises multiple sets of inner anti-slide piles evenly distributed on the side close to a mountain and multiple sets of outer anti-slide piles evenly distributed on the side away from the mountain, and the multiple sets of inner anti-slide piles correspond to the multiple sets of outer anti-slide piles; the two sets of inter-pile baffles are located between the multiple sets of inner anti-slide piles and the multiple sets of outer anti-slide piles and abut against the multiple sets of inner anti-slide piles and the multiple sets of outer anti-slide piles correspondingly; the multiple sets of greening tables are evenly distributed between every two outer anti-slide piles, and at least two sets of greening tables are evenly distributed between every two outer anti-slide piles. Mountains on the two sides of a tunnel are supported through two rows of anti-slide piles, the stability of the mountains is guaranteed, excavation of the mountains is reduced, damage to the tunnel caused by slope instability is avoided, meanwhile, the anti-slide piles are excavated at multiple points, namely, a plurality of pile holes are excavated in the two sides of the mountains of the preset tunnel for pouring the anti-slide piles, and the mountains are supported in a multi-point plane forming mode. Therefore, disturbance damage to the slope is reduced, and the problem that in a conventional method, when a bias retaining wall is arranged on an abrupt slope on the outer side of a mountain, a pull groove is too large, and consequently the slope of the mountain is unstable is solved.
本发明提供了一种陡坡地形内外桩板墙挡护结构,包括抗滑桩本体,包括多组均布在靠近山体一侧的内抗滑桩,与多组均布在远离山体一侧的外抗滑桩,其中,多组内抗滑桩与多组外抗滑桩对应;桩间挡板,为两组,均位于多组内抗滑桩与多组外抗滑桩之间,且分别与多组内抗滑桩与多组外抗滑桩抵接;绿化台,为多组,且均布在两两外抗滑桩之间,两两外抗滑桩之间至少均布两组绿化台。通过两排抗滑桩对隧道两侧的山体进行支护,保证山体稳定性,减少山体开挖,避免边坡失稳对隧道造成毁坏,同时抗滑桩为多个点开挖,即在预设隧道的山体两侧挖掘多个桩孔进行浇筑抗滑桩,形成多点成面的形式对山体进行支护,以减小对边坡的扰动破坏,避免了常规做法中对山体外侧陡坡设置偏压挡墙时拉槽过大,导致山体边坡失稳的问题。
Blocking and protecting structure for inner and outer sheet-pile walls in abrupt slope terrain and construction method
The invention provides an abrupt slope terrain inner and outer pile-slab wall retaining and protecting structure which comprises an anti-slide pile body, the anti-slide pile body comprises multiple sets of inner anti-slide piles evenly distributed on the side close to a mountain and multiple sets of outer anti-slide piles evenly distributed on the side away from the mountain, and the multiple sets of inner anti-slide piles correspond to the multiple sets of outer anti-slide piles; the two sets of inter-pile baffles are located between the multiple sets of inner anti-slide piles and the multiple sets of outer anti-slide piles and abut against the multiple sets of inner anti-slide piles and the multiple sets of outer anti-slide piles correspondingly; the multiple sets of greening tables are evenly distributed between every two outer anti-slide piles, and at least two sets of greening tables are evenly distributed between every two outer anti-slide piles. Mountains on the two sides of a tunnel are supported through two rows of anti-slide piles, the stability of the mountains is guaranteed, excavation of the mountains is reduced, damage to the tunnel caused by slope instability is avoided, meanwhile, the anti-slide piles are excavated at multiple points, namely, a plurality of pile holes are excavated in the two sides of the mountains of the preset tunnel for pouring the anti-slide piles, and the mountains are supported in a multi-point plane forming mode. Therefore, disturbance damage to the slope is reduced, and the problem that in a conventional method, when a bias retaining wall is arranged on an abrupt slope on the outer side of a mountain, a pull groove is too large, and consequently the slope of the mountain is unstable is solved.
本发明提供了一种陡坡地形内外桩板墙挡护结构,包括抗滑桩本体,包括多组均布在靠近山体一侧的内抗滑桩,与多组均布在远离山体一侧的外抗滑桩,其中,多组内抗滑桩与多组外抗滑桩对应;桩间挡板,为两组,均位于多组内抗滑桩与多组外抗滑桩之间,且分别与多组内抗滑桩与多组外抗滑桩抵接;绿化台,为多组,且均布在两两外抗滑桩之间,两两外抗滑桩之间至少均布两组绿化台。通过两排抗滑桩对隧道两侧的山体进行支护,保证山体稳定性,减少山体开挖,避免边坡失稳对隧道造成毁坏,同时抗滑桩为多个点开挖,即在预设隧道的山体两侧挖掘多个桩孔进行浇筑抗滑桩,形成多点成面的形式对山体进行支护,以减小对边坡的扰动破坏,避免了常规做法中对山体外侧陡坡设置偏压挡墙时拉槽过大,导致山体边坡失稳的问题。
Blocking and protecting structure for inner and outer sheet-pile walls in abrupt slope terrain and construction method
一种陡坡地形内外桩板墙挡护结构及施工方法
ZHANG XIAOWEI (author) / LI QIANG (author) / SUN JIANGUO (author) / CAO WEI (author) / LIU XIAOHUI (author) / CHEN FENGMIN (author) / CHEN XUEGANG (author) / LI XINZHEN (author) / XIAO LIAOLIN (author) / CHEN YANGYONG (author)
2024-08-06
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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