单钢板混凝土剪力墙结构钢筋工程施工策划及实施  

CONSTRUCTION PLANNING AND IMPLEMENTATION OF STEEL BAR ENGINEERING OF SINGLE-PLATE CONCRETE SHEAR WALL STRUCTURE

作　　者：李铁兵[1] 李海兵[1] 韩冰洋 李佳傲 王克 LI Tie-bing;LI Hai-bing;HAN Bing-yang;LI Jia-ao;WANG Ke(Beijing Urban Construction Group Co.,Ltd.,100088,Beijing,China)

机构地区：[1]北京城建集团有限责任公司,北京100088

出　　处：《建筑技术》2024年第13期1552-1556,共5页Architecture Technology

摘　　要：单钢板混凝土剪力墙结构是钢-混凝土组合剪力墙结构形式中的一种,可通过钢结构与钢筋混凝土结构的协同工作,充分发挥各自的优势。在钢筋混凝土剪力墙结构中配置端部型钢和钢板,会造成钢结构与混凝土结构相互交叉影响,改变钢筋混凝土剪力墙的施工工艺,因此要提前策划、采取应对措施,在满足结构设计和规范要求的前提下,做到钢结构快速精准安装,为后续插入钢筋绑扎工程创造条件,合理预留与钢筋工程的连接条件。钢筋骨架设置于钢结构外侧,要解决钢筋垂直于钢结构受到阻挡时采取的穿越/连接节点作法,以及整体钢筋施工工艺的梳理,使钢筋绑扎工程能够既符合要求,又能快速、有序安装,提高功效、保证质量。The single-plate concrete shear wall structure is a kind of steel-concrete composite shear wall,in which the steel structure and reinforced concrete structure are coordinated to give play to their respective advantages.The use of end section steels and steel plates in reinforced concrete shear wall structures will lead to cross impact on the steel structure and concrete structure.It is necessary to conduct planning and take appropriate measures to change the construction process of reinforced concrete shear walls,so that the steel structure is installed quickly and accurately on the premise of meeting the structural design requirements and specifications,thus facilitating the subsequent erection and binding of steel bars and reasonably leaving the connection space for steel bar engineering.The steel bar skeleton was set up outside the steel structure instead of crossing/connection of steel bars perpendicular to the steel structure in the presence of obstacles.In addition,the whole reinforcement process was sorted out for steel bar binding in a quick and orderly way for high efficiency and quality.

关 键 词：单钢板混凝土剪力墙 钢筋工程 优化 

分 类 号：TU74[建筑科学—建筑技术科学]