Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting system and connecting method for prefabricated composite foundation and full-prefabricated shear wall
The invention discloses a connecting system and a connecting method for a prefabricated composite foundation and a full-prefabricated shear wall, and belongs to the field of prefabricated buildings. The prefabricated concrete composite foundation comprises a peripheral wall protecting plate and at least one inner partition plate arranged in the peripheral wall protecting plate, wherein the inner partition plate divides the inner part of the peripheral wall protecting plate into a plurality of cavities; a positioning groove is formed in the top of each inner partition plate; reserved longitudinal ribs are arranged on the bottom of the full-prefabricated shear wall; the bottom edge of the full-prefabricated shear wall is blocked into the positioning grooves; the reserved longitudinal ribs are inserted into the cavities; and concrete is poured into the cavities, so that the prefabricated concrete composite foundation and the full-prefabricated shear wall are connected into an integer. Theconnecting system solves the problems that the prefabricated concrete foundation is too great in dead weight, foundation reserved lap joint reinforcing steel bars are difficult to position, precisionrequirements are high and the like in transportation, hoisting and connecting processes; and concrete construction does not need to support a template, a scaffold and the like, so that efficiency ishigh, and quality is guaranteed.
本发明公开了一种预制叠合基础与全预制剪力墙的连接系统和连接方法，属于装配式建筑领域。预制混凝土叠合基础包括外围护壁板和设置在外围护壁板内的至少一个内隔板，内隔板将外围护壁板内部分隔为若干个空腔，每个内隔板的顶部均开设有一个定位凹槽；全预制剪力墙的底部设置有预留纵筋，全预制剪力墙的底部边缘卡在定位凹槽内，预留纵筋插入空腔内，空腔内浇筑混凝土，使得预制混凝土叠合基础与全预制剪力墙连接为一体。本发明解决了预制混凝土基础在运输、吊装以及连接过程中因自重过大和基础预留搭接钢筋就位难、精度要求高等难题；混凝土施工无需支设模板、脚手架等，效率高、质量有保障。
Connecting system and connecting method for prefabricated composite foundation and full-prefabricated shear wall
The invention discloses a connecting system and a connecting method for a prefabricated composite foundation and a full-prefabricated shear wall, and belongs to the field of prefabricated buildings. The prefabricated concrete composite foundation comprises a peripheral wall protecting plate and at least one inner partition plate arranged in the peripheral wall protecting plate, wherein the inner partition plate divides the inner part of the peripheral wall protecting plate into a plurality of cavities; a positioning groove is formed in the top of each inner partition plate; reserved longitudinal ribs are arranged on the bottom of the full-prefabricated shear wall; the bottom edge of the full-prefabricated shear wall is blocked into the positioning grooves; the reserved longitudinal ribs are inserted into the cavities; and concrete is poured into the cavities, so that the prefabricated concrete composite foundation and the full-prefabricated shear wall are connected into an integer. Theconnecting system solves the problems that the prefabricated concrete foundation is too great in dead weight, foundation reserved lap joint reinforcing steel bars are difficult to position, precisionrequirements are high and the like in transportation, hoisting and connecting processes; and concrete construction does not need to support a template, a scaffold and the like, so that efficiency ishigh, and quality is guaranteed.
本发明公开了一种预制叠合基础与全预制剪力墙的连接系统和连接方法，属于装配式建筑领域。预制混凝土叠合基础包括外围护壁板和设置在外围护壁板内的至少一个内隔板，内隔板将外围护壁板内部分隔为若干个空腔，每个内隔板的顶部均开设有一个定位凹槽；全预制剪力墙的底部设置有预留纵筋，全预制剪力墙的底部边缘卡在定位凹槽内，预留纵筋插入空腔内，空腔内浇筑混凝土，使得预制混凝土叠合基础与全预制剪力墙连接为一体。本发明解决了预制混凝土基础在运输、吊装以及连接过程中因自重过大和基础预留搭接钢筋就位难、精度要求高等难题；混凝土施工无需支设模板、脚手架等，效率高、质量有保障。
Connecting system and connecting method for prefabricated composite foundation and full-prefabricated shear wall
预制叠合基础与全预制剪力墙的连接系统和连接方法
15.01.2021
Patent
Elektronische Ressource
Chinesisch
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