一、引言我国从20世纪五六十年代开始研究装配式混凝土建筑,到20世纪八十年代装配式混凝土建筑的应用达到全盛时期。由于装配式建筑的功能和物理性能存在许多局限和不足,到20世纪90年代中期,装配式混凝土建筑已逐渐被全现浇混凝土建筑体系取代。21世纪初,基于我国基本国情,装配式建筑的优势越来越突出,装配式建筑迎来了新的发展。下面就装配整体式剪力墙结构体系的施工工艺、施工要点等进行详 I. Introduction In the 1950s and 1960s, China began to study the assembly type of concrete building to the heyday of the application of fabricated concrete buildings in the 1980s. Due to many limitations and deficiencies in the functional and physical properties of fabricated buildings, by the mid-1990s, fabricated concrete buildings were gradually being replaced by fully cast-in-place concrete building systems. At the beginning of the 21st century, based on the basic national conditions in our country, the advantages of fabricated buildings are becoming more and more prominent, and the prefabricated buildings usher in new developments. Below the assembly of the whole shear wall structure of the construction technology, construction and other details