A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method of enhancing carrying capacity of composite foundation and rigid pile thereof
The invention relates to the field of building construction, in particular to a method of enhancing carrying capacity of a composite foundation and a rigid pile thereof. The invention provides a method of enhancing the carrying capacity of the composite foundation. The method comprises the following steps of S1, preparing a machine and a tool; S2, surveying and planning a site; S3, casting perfusion supports; S4, excavating second pouring holes between adjacent perfusion supports; S5, pouring concrete in the second pouring holes to form connecting parts after concrete is formed; S6, reinforcing the structures of the perfusion supports; and S7, carrying out quality acceptance. The invention further provides the rigid piles. The rigid pile comprises the perfusion supports and reinforcing supports, wherein grooves are formed in the pouring supports, reinforcement cages are placed in the grooves and are filled with soil, and the adjacent perfusion supports are connected by connecting parts. The method has an effect of enhancing the carrying capacity of the composite foundation.
本申请涉及建筑施工的领域，尤其是涉及一种增强复合地基承载能力的方法及其刚性桩，本申请提供了一种增强复合地基承载能力的方法，其包括，S1、准备机械及工具；S2、对场地进行勘测以及规划；S3、浇筑灌注支护：S4、相邻的灌注支护之间开挖第二浇筑孔；S5、在第二浇筑孔内浇筑混凝土，待混凝土成型后进行连接部；S6、对灌注支护进行结构加强；S7、质量验收。本申请还提供了一种刚性桩，包括灌注支护以及加强支护，灌注支护内部开有凹槽，凹槽内放置有钢筋笼，钢筋笼内部为土壤，相邻的灌注支护之间通过连接部连接。本申请具有增强复合地基的承载能力的效果。
Method of enhancing carrying capacity of composite foundation and rigid pile thereof
The invention relates to the field of building construction, in particular to a method of enhancing carrying capacity of a composite foundation and a rigid pile thereof. The invention provides a method of enhancing the carrying capacity of the composite foundation. The method comprises the following steps of S1, preparing a machine and a tool; S2, surveying and planning a site; S3, casting perfusion supports; S4, excavating second pouring holes between adjacent perfusion supports; S5, pouring concrete in the second pouring holes to form connecting parts after concrete is formed; S6, reinforcing the structures of the perfusion supports; and S7, carrying out quality acceptance. The invention further provides the rigid piles. The rigid pile comprises the perfusion supports and reinforcing supports, wherein grooves are formed in the pouring supports, reinforcement cages are placed in the grooves and are filled with soil, and the adjacent perfusion supports are connected by connecting parts. The method has an effect of enhancing the carrying capacity of the composite foundation.
本申请涉及建筑施工的领域，尤其是涉及一种增强复合地基承载能力的方法及其刚性桩，本申请提供了一种增强复合地基承载能力的方法，其包括，S1、准备机械及工具；S2、对场地进行勘测以及规划；S3、浇筑灌注支护：S4、相邻的灌注支护之间开挖第二浇筑孔；S5、在第二浇筑孔内浇筑混凝土，待混凝土成型后进行连接部；S6、对灌注支护进行结构加强；S7、质量验收。本申请还提供了一种刚性桩，包括灌注支护以及加强支护，灌注支护内部开有凹槽，凹槽内放置有钢筋笼，钢筋笼内部为土壤，相邻的灌注支护之间通过连接部连接。本申请具有增强复合地基的承载能力的效果。
Method of enhancing carrying capacity of composite foundation and rigid pile thereof
增强复合地基承载能力的方法及其刚性桩
DONG YULIANG (author)
2020-11-27
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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