Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated building and component anchoring method thereof
The invention relates to a prefabricated building and a component anchoring method thereof, and belongs to the field of buildings. The prefabricated building is composed of a prefabricated wallboard, a cast-in-place anchoring beam, a cast-in-place concrete beam, a cast-in-place concrete constructional column, a cast-in-place concrete column, a cast-in-place concrete floor, a raft (strip-shaped) foundation, a window (hole), a column main reinforcement, a beam main reinforcement, a beam stirrup, a cast-in-place anchoring beam main reinforcement, a hollow pipeline, an anchoring steel bar and other components. The component anchoring method comprises the following steps of anchoring the cast-in-place concrete beam, the cast-in-place anchoring beam and the cast-in-place concrete column on the prefabricated wallboard, wherein notches are reserved in the upper and lower ends of the prefabricated wallboard, and anchoring steel bars are reserved on the side vertical surfaces; and anchoring the cast-in-place concrete beam, the cast-in-place anchoring beam and the raft (strip-shaped) foundation or the cast-in-place concrete floor at the two ends of the cast-in-place concrete constructional column on the prefabricated wallboard. The problems of long construction period, high cost, serious material waste and many potential safety hazards of construction of a traditional building are solved, and the problems of difficulty in anchoring a filler wall of the prefabricated building, infirmness in anchoring and poor corrosion resistance are also solved.
一种装配式建筑及其构件的锚固方法属于建筑领域，由预制墙板、现浇锚固梁、现浇混凝土梁、现浇混凝土构造柱、现浇混凝土柱、现浇混凝土楼板、筏板(条形)基础、窗户(洞口)、柱主筋、梁主筋、梁箍筋、现浇锚固梁主筋、空心管道、锚固钢筋等构件组成，其构件的锚固方法采用将上下两端预留有凹口，且连同侧立面预留有锚固钢筋的预制墙板分别锚固现浇混凝土梁、现浇锚固梁和现浇混凝土柱，预制墙板上的现浇混凝土构筑柱两端分别锚固现浇混凝土梁、现浇锚固梁及筏板(条形)基础或现浇混凝土楼板，解决了传统的建筑物施工周期长、成本高、材料浪费严重、施工安全隐患多的问题，也解决了装配式建筑的填充墙锚固困难、锚固不牢靠、抗腐蚀能力差的问题。
Prefabricated building and component anchoring method thereof
The invention relates to a prefabricated building and a component anchoring method thereof, and belongs to the field of buildings. The prefabricated building is composed of a prefabricated wallboard, a cast-in-place anchoring beam, a cast-in-place concrete beam, a cast-in-place concrete constructional column, a cast-in-place concrete column, a cast-in-place concrete floor, a raft (strip-shaped) foundation, a window (hole), a column main reinforcement, a beam main reinforcement, a beam stirrup, a cast-in-place anchoring beam main reinforcement, a hollow pipeline, an anchoring steel bar and other components. The component anchoring method comprises the following steps of anchoring the cast-in-place concrete beam, the cast-in-place anchoring beam and the cast-in-place concrete column on the prefabricated wallboard, wherein notches are reserved in the upper and lower ends of the prefabricated wallboard, and anchoring steel bars are reserved on the side vertical surfaces; and anchoring the cast-in-place concrete beam, the cast-in-place anchoring beam and the raft (strip-shaped) foundation or the cast-in-place concrete floor at the two ends of the cast-in-place concrete constructional column on the prefabricated wallboard. The problems of long construction period, high cost, serious material waste and many potential safety hazards of construction of a traditional building are solved, and the problems of difficulty in anchoring a filler wall of the prefabricated building, infirmness in anchoring and poor corrosion resistance are also solved.
一种装配式建筑及其构件的锚固方法属于建筑领域，由预制墙板、现浇锚固梁、现浇混凝土梁、现浇混凝土构造柱、现浇混凝土柱、现浇混凝土楼板、筏板(条形)基础、窗户(洞口)、柱主筋、梁主筋、梁箍筋、现浇锚固梁主筋、空心管道、锚固钢筋等构件组成，其构件的锚固方法采用将上下两端预留有凹口，且连同侧立面预留有锚固钢筋的预制墙板分别锚固现浇混凝土梁、现浇锚固梁和现浇混凝土柱，预制墙板上的现浇混凝土构筑柱两端分别锚固现浇混凝土梁、现浇锚固梁及筏板(条形)基础或现浇混凝土楼板，解决了传统的建筑物施工周期长、成本高、材料浪费严重、施工安全隐患多的问题，也解决了装配式建筑的填充墙锚固困难、锚固不牢靠、抗腐蚀能力差的问题。
Prefabricated building and component anchoring method thereof
一种装配式建筑及其构件的锚固方法
XIA XIANGJUN (Autor:in)
30.11.2021
Patent
Elektronische Ressource
Chinesisch
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