Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated construction method for prestressed pipe pile cap reinforcing steel bars
The invention discloses a prefabricated construction method for prestressed pipe pile cap steel bars. The method comprises the following steps that S1, steel bar machining is conducted, specifically, S1.1, pile cap main body steel bars and pile cap connecting steel bars are machined, bound and formed in a steel bar machining factory; s1.2, binding the processed pile cap main body reinforcing steel bars and pile cap connecting reinforcing steel bars together in a reinforcing steel bar processing factory; s1.3, a lifting point is arranged in the center of the pile cap body steel bar, and the prefabricated lifting formwork cushion block is fixed to the lifting point through a steel wire; s2, transportation is conducted, specifically, the steel bars machined in the S1 are transported to a construction site; s3, mounting: S3.1, hoisting the processed reinforcing steel bars at the prestressed pipe piles; and S3.2, the prefabricated mold lifting cushion block is lifted into the prestressed pipe pile through a steel wire. According to the method, the technological process of prefabricated tubular pile cap construction is simplified into three procedures of steel bar machining, transportation and installation, and the method has the advantages that construction is simple and rapid, and the quality of finished products is easy to control; a large amount of construction cost can be saved for a project, the construction period is shortened, and the working efficiency is improved.
本发明公开了一种预应力管桩桩帽钢筋装配式施工的方法，包括以下步骤：S1：钢筋加工：S1.1：在钢筋加工厂将桩帽主体钢筋和桩帽连接钢筋加工绑扎成形；S1.2：在钢筋加工厂将加工好的桩帽主体钢筋和桩帽连接钢筋绑扎在一起；S1.3：在桩帽主体钢筋的中心处设置吊点，使用钢丝将预制吊模垫块固定在此处；S2：运输：将S1加工好的钢筋运输到施工现场；S3：安装：S3.1：将加工好的钢筋吊装在预应力管桩处；S3.2：将预制吊模垫块通过钢丝吊入预应力管桩内部。本发明，将预制管桩桩帽施工的工艺流程简化为钢筋加工、运输、安装三个工序，具有施工简单快捷，成品质量易控制等优点；可以为项目节约大量施工成本，同时缩短施工工期，提升工作效率。
Prefabricated construction method for prestressed pipe pile cap reinforcing steel bars
The invention discloses a prefabricated construction method for prestressed pipe pile cap steel bars. The method comprises the following steps that S1, steel bar machining is conducted, specifically, S1.1, pile cap main body steel bars and pile cap connecting steel bars are machined, bound and formed in a steel bar machining factory; s1.2, binding the processed pile cap main body reinforcing steel bars and pile cap connecting reinforcing steel bars together in a reinforcing steel bar processing factory; s1.3, a lifting point is arranged in the center of the pile cap body steel bar, and the prefabricated lifting formwork cushion block is fixed to the lifting point through a steel wire; s2, transportation is conducted, specifically, the steel bars machined in the S1 are transported to a construction site; s3, mounting: S3.1, hoisting the processed reinforcing steel bars at the prestressed pipe piles; and S3.2, the prefabricated mold lifting cushion block is lifted into the prestressed pipe pile through a steel wire. According to the method, the technological process of prefabricated tubular pile cap construction is simplified into three procedures of steel bar machining, transportation and installation, and the method has the advantages that construction is simple and rapid, and the quality of finished products is easy to control; a large amount of construction cost can be saved for a project, the construction period is shortened, and the working efficiency is improved.
本发明公开了一种预应力管桩桩帽钢筋装配式施工的方法，包括以下步骤：S1：钢筋加工：S1.1：在钢筋加工厂将桩帽主体钢筋和桩帽连接钢筋加工绑扎成形；S1.2：在钢筋加工厂将加工好的桩帽主体钢筋和桩帽连接钢筋绑扎在一起；S1.3：在桩帽主体钢筋的中心处设置吊点，使用钢丝将预制吊模垫块固定在此处；S2：运输：将S1加工好的钢筋运输到施工现场；S3：安装：S3.1：将加工好的钢筋吊装在预应力管桩处；S3.2：将预制吊模垫块通过钢丝吊入预应力管桩内部。本发明，将预制管桩桩帽施工的工艺流程简化为钢筋加工、运输、安装三个工序，具有施工简单快捷，成品质量易控制等优点；可以为项目节约大量施工成本，同时缩短施工工期，提升工作效率。
Prefabricated construction method for prestressed pipe pile cap reinforcing steel bars
一种预应力管桩桩帽钢筋装配式施工的方法
ZHOU YA (Autor:in) / ZHOU JIANGUANG (Autor:in) / SHEN YUWEI (Autor:in) / HU TIANYA (Autor:in) / XU XIN (Autor:in) / HUANG YANG (Autor:in) / CHENG LONG (Autor:in) / CAO LU (Autor:in) / ZHU XIAOTENG (Autor:in) / ZOU DONGXU (Autor:in)
09.12.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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