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Construction method for constructing road on wharf soft soil foundation
The invention relates to the technical field of road construction methods, and provides a construction method for constructing a road on a soft soil foundation of a wharf in order to solve the problem that the road on the soft soil foundation is cracked or collapsed due to the fact that the soft soil foundation around the wharf is still prone to sedimentation and the like after being compacted through a compacting method. The reinforcing piles penetrate through the part, with the high sand content, of the soft soil foundation around the wharf and are directly driven into the underground deep position, so that the concrete base layer and the reinforcing piles are connected into a whole, and when a road is used, loads borne by the road surface are transmitted to the concrete base layer and then transmitted to the underground deep position through the reinforcing piles; therefore, the conditions of cracking or collapse and the like of the road on the soft soil foundation around the wharf are prevented to a certain extent. The construction method has the effect that the road built on the soft soil foundation around the wharf is not prone to cracking or collapse.
本申请涉及道路施工方法的技术领域,针对于码头周围的软土地基通过务实法务实后,依旧容易发生沉降等情况,致使软土地基上的道路出现开裂或跨塌的问题,提出一种码头软土地基上构建道路的施工方法,通过采用该方法,将加固桩穿过码头周围的软土地基含沙量较高的部分并直接打入地底深处,使混凝土基层与加固桩之间连接成一个整体,道路在使用时,路面受到的载荷传递给混凝土基层,再由加固桩传递到地底深处,从而一定程度上防止码头周围软土地基上的道路出现开裂或跨塌等情况。本申请具有在码头周围软土地基上修建的道路不易出现开裂或跨塌等情况的效果。
Construction method for constructing road on wharf soft soil foundation
The invention relates to the technical field of road construction methods, and provides a construction method for constructing a road on a soft soil foundation of a wharf in order to solve the problem that the road on the soft soil foundation is cracked or collapsed due to the fact that the soft soil foundation around the wharf is still prone to sedimentation and the like after being compacted through a compacting method. The reinforcing piles penetrate through the part, with the high sand content, of the soft soil foundation around the wharf and are directly driven into the underground deep position, so that the concrete base layer and the reinforcing piles are connected into a whole, and when a road is used, loads borne by the road surface are transmitted to the concrete base layer and then transmitted to the underground deep position through the reinforcing piles; therefore, the conditions of cracking or collapse and the like of the road on the soft soil foundation around the wharf are prevented to a certain extent. The construction method has the effect that the road built on the soft soil foundation around the wharf is not prone to cracking or collapse.
本申请涉及道路施工方法的技术领域,针对于码头周围的软土地基通过务实法务实后,依旧容易发生沉降等情况,致使软土地基上的道路出现开裂或跨塌的问题,提出一种码头软土地基上构建道路的施工方法,通过采用该方法,将加固桩穿过码头周围的软土地基含沙量较高的部分并直接打入地底深处,使混凝土基层与加固桩之间连接成一个整体,道路在使用时,路面受到的载荷传递给混凝土基层,再由加固桩传递到地底深处,从而一定程度上防止码头周围软土地基上的道路出现开裂或跨塌等情况。本申请具有在码头周围软土地基上修建的道路不易出现开裂或跨塌等情况的效果。
Construction method for constructing road on wharf soft soil foundation
一种码头软土地基上构建道路的施工方法
SHAN DONGHU (author) / SUN HUABING (author) / HAN CHAO (author) / WEI CHAODONG (author)
2023-04-04
Patent
Electronic Resource
Chinese
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