A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sectional pouring method for concrete member
The embodiment of the invention provides a concrete member segmented pouring method. The concrete member segmental pouring method comprises the steps that a base mold of an ith segmental formwork is installed, and an ith pouring space is defined by the base mold; i is a positive integer; an edge pressing structure is mounted at the top of the base mold, so that the edge pressing structure extends into the ith pouring space; concrete is poured in the ith pouring space, and an ith concrete member section is formed; and the edge pressing structures are dismantled, the (i + 1) th section formwork and the edge pressing structures are installed on the ith concrete member section foundation, and a joint is formed between any two adjacent concrete member sections through the edge pressing structures. According to the embodiment of the invention, a joint is formed between the two concrete member sections after pouring, and the joint is filled, so that the line type of the joint is smooth, and the problem of slab staggering between the adjacent concrete member sections is solved.
本申请实施例提供了一种混凝土构件分节浇筑方法。该混凝土构件分节浇筑方法包括：安装第i个节段模板的基模，使得基模围合形成第i个浇筑空间；i为正整数；在基模的顶部安装压边结构，使得压边结构延伸至第i个浇筑空间内；在第i个浇筑空间内浇筑混凝土，形成第i个混凝土构件节段；拆除压边结构，在第i个混凝土构件节段基础上安装第i+1个节段模板和压边结构，使得任意相邻两个混凝土构件节段之间通过压边结构形成接缝。本申请实施例浇筑后的两个混凝土构件节段之间就会形成接缝，在接缝位置处再进行填补，由此能够使得接缝处线型平顺，解决相邻混凝土构件节段之间错台问题。
Sectional pouring method for concrete member
The embodiment of the invention provides a concrete member segmented pouring method. The concrete member segmental pouring method comprises the steps that a base mold of an ith segmental formwork is installed, and an ith pouring space is defined by the base mold; i is a positive integer; an edge pressing structure is mounted at the top of the base mold, so that the edge pressing structure extends into the ith pouring space; concrete is poured in the ith pouring space, and an ith concrete member section is formed; and the edge pressing structures are dismantled, the (i + 1) th section formwork and the edge pressing structures are installed on the ith concrete member section foundation, and a joint is formed between any two adjacent concrete member sections through the edge pressing structures. According to the embodiment of the invention, a joint is formed between the two concrete member sections after pouring, and the joint is filled, so that the line type of the joint is smooth, and the problem of slab staggering between the adjacent concrete member sections is solved.
本申请实施例提供了一种混凝土构件分节浇筑方法。该混凝土构件分节浇筑方法包括：安装第i个节段模板的基模，使得基模围合形成第i个浇筑空间；i为正整数；在基模的顶部安装压边结构，使得压边结构延伸至第i个浇筑空间内；在第i个浇筑空间内浇筑混凝土，形成第i个混凝土构件节段；拆除压边结构，在第i个混凝土构件节段基础上安装第i+1个节段模板和压边结构，使得任意相邻两个混凝土构件节段之间通过压边结构形成接缝。本申请实施例浇筑后的两个混凝土构件节段之间就会形成接缝，在接缝位置处再进行填补，由此能够使得接缝处线型平顺，解决相邻混凝土构件节段之间错台问题。
Sectional pouring method for concrete member
混凝土构件分节浇筑方法
SU YING (author) / SUN XIAOFEI (author) / ZHANG PEI (author) / YIN ZHENGXING (author) / LIU JIALIN (author) / WANG CONGQI (author) / ZENG CHAO (author) / ZOU YONGLIU (author)
2024-09-13
Patent
Electronic Resource
Chinese