Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Soft soil foundation road settlement control method
The invention provides a soft soil foundation road settlement control method, and relates to the field of road engineering. The method comprises the following steps that S1, steel pipe piles are buried in a foundation layer; s2, a gravel layer is laid on the foundation layer, and the steel pipe piles penetrate through the gravel layer; s3, a reinforced concrete plate is poured on the gravel layer, and the reinforced concrete plate and the steel pipe piles are fixed; and S4, when the reinforced concrete slab is loaded, a bearing mechanism on the steel pipe pile can be used for absorbing the load, and therefore the situation that the foundation layer is subjected to differential settlement is reduced. The method has the effect that differential settlement of the foundation layer is not prone to occurring.
本申请提供了一种软土地基道路沉降控制方法，涉及道路工程领域。其包括以下步骤：步骤S1：将钢管桩埋设至地基层内；步骤S2：在地基层上方铺设砂石层，且钢管桩贯穿砂石层；步骤S3：在砂石层上方浇筑钢筋混凝土板，并将钢筋混凝土板与钢管桩固定；步骤S4：在钢筋混凝土板受到载荷时，利用钢管桩上的承受机构，能够对载荷进行吸收，从而减少地基层发生不均匀沉降的情况。本申请具有不易让地基层发生不均匀沉降的效果。
Soft soil foundation road settlement control method
The invention provides a soft soil foundation road settlement control method, and relates to the field of road engineering. The method comprises the following steps that S1, steel pipe piles are buried in a foundation layer; s2, a gravel layer is laid on the foundation layer, and the steel pipe piles penetrate through the gravel layer; s3, a reinforced concrete plate is poured on the gravel layer, and the reinforced concrete plate and the steel pipe piles are fixed; and S4, when the reinforced concrete slab is loaded, a bearing mechanism on the steel pipe pile can be used for absorbing the load, and therefore the situation that the foundation layer is subjected to differential settlement is reduced. The method has the effect that differential settlement of the foundation layer is not prone to occurring.
本申请提供了一种软土地基道路沉降控制方法，涉及道路工程领域。其包括以下步骤：步骤S1：将钢管桩埋设至地基层内；步骤S2：在地基层上方铺设砂石层，且钢管桩贯穿砂石层；步骤S3：在砂石层上方浇筑钢筋混凝土板，并将钢筋混凝土板与钢管桩固定；步骤S4：在钢筋混凝土板受到载荷时，利用钢管桩上的承受机构，能够对载荷进行吸收，从而减少地基层发生不均匀沉降的情况。本申请具有不易让地基层发生不均匀沉降的效果。
Soft soil foundation road settlement control method
一种软土地基道路沉降控制方法
QIU WEIBING (Autor:in) / JIANG YIJIAN (Autor:in) / WU HAIBING (Autor:in) / ZUO LIGANG (Autor:in)
09.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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