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Soil piling structure for artificial mountain-shaped building in deformation sensitive area and construction method of soil piling structure
The invention relates to the technical field of building structures, in particular to a soil piling structure for an artificial mountain-shaped building in a deformation sensitive area, a construction point of the building structure is divided into a soil retaining area and a soil filling area from a high point to a low point of the horizontal height, the building structure adopts a cast-in-situ bored pile structure as a pile foundation, the soil retaining area is close to the building structure, and the soil filling area is close to the building structure. A retaining wall and reinforced soil bags are arranged, and a foundation, geotechnical cloth and backfill soil are arranged in the soil filling area; the soil filling area is excavated, and the foundation is arranged at the bottom of the soil filling area; and the soil filling area is backfilled, each layer of reinforced soil bags is covered with a layer of backfill soil, and each layer of backfill soil is covered with the geotechnical cloth. The method has the effect of reducing soil deformation of the sensitive area. In addition, the invention further provides a construction method for the mountain-shaped building soil heaping structure in the deformation sensitive area.
本申请涉及建筑结构技术领域,尤其涉及一种用于变形敏感区域人造山形建筑的堆土结构,沿建筑结构的施工点由水平高度的高点向低点分为挡土区和填土区,建筑结构采用钻孔灌注桩结构作为桩基础,挡土区靠近建筑结构,设置有挡土墙、加筋土袋,填土区设置有地基、土工布、回填土;开挖所述填土区,所述填土区底部设置有所述地基;回填所述填土区,每层所述加筋土袋覆盖一层所述回填土,每层所述回填土采用所述土工布覆盖。本申请具有减少敏感区域的土体变形的效果。此外,还提供一种用于变形敏感区域山形建筑堆土结构的施工方法。
Soil piling structure for artificial mountain-shaped building in deformation sensitive area and construction method of soil piling structure
The invention relates to the technical field of building structures, in particular to a soil piling structure for an artificial mountain-shaped building in a deformation sensitive area, a construction point of the building structure is divided into a soil retaining area and a soil filling area from a high point to a low point of the horizontal height, the building structure adopts a cast-in-situ bored pile structure as a pile foundation, the soil retaining area is close to the building structure, and the soil filling area is close to the building structure. A retaining wall and reinforced soil bags are arranged, and a foundation, geotechnical cloth and backfill soil are arranged in the soil filling area; the soil filling area is excavated, and the foundation is arranged at the bottom of the soil filling area; and the soil filling area is backfilled, each layer of reinforced soil bags is covered with a layer of backfill soil, and each layer of backfill soil is covered with the geotechnical cloth. The method has the effect of reducing soil deformation of the sensitive area. In addition, the invention further provides a construction method for the mountain-shaped building soil heaping structure in the deformation sensitive area.
本申请涉及建筑结构技术领域,尤其涉及一种用于变形敏感区域人造山形建筑的堆土结构,沿建筑结构的施工点由水平高度的高点向低点分为挡土区和填土区,建筑结构采用钻孔灌注桩结构作为桩基础,挡土区靠近建筑结构,设置有挡土墙、加筋土袋,填土区设置有地基、土工布、回填土;开挖所述填土区,所述填土区底部设置有所述地基;回填所述填土区,每层所述加筋土袋覆盖一层所述回填土,每层所述回填土采用所述土工布覆盖。本申请具有减少敏感区域的土体变形的效果。此外,还提供一种用于变形敏感区域山形建筑堆土结构的施工方法。
Soil piling structure for artificial mountain-shaped building in deformation sensitive area and construction method of soil piling structure
用于变形敏感区域人造山形建筑的堆土结构及其施工方法
XU LEI (Autor:in) / YU GUANGYUAN (Autor:in) / ZHU GANG (Autor:in) / DU LIANG (Autor:in) / GAO MIAO (Autor:in) / ZHANG YIZHOU (Autor:in)
02.12.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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