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A platform for research: civil engineering, architecture and urbanism
Strip-shaped foundation formwork reinforcing component and construction method
The invention discloses a strip-shaped foundation formwork reinforcing component and a construction method. The strip-shaped foundation formwork reinforcing component comprises supporting rods, stress components, opposite-pull rods, pins and positioning plates. The top ends of the stress components are hinged to the two ends of the supporting rod respectively, and the stress components are arranged on the outer side of a formwork to be reinforced in a tightly attached mode. The opposite-pull rod is located below the supporting rod and above the positioning plate, penetrates through the stress component and is fixedly connected with the stress component. The positioning plate is fixedly connected to the inner side of the stress component, a first hole is formed in the positioning plate, a second hole is formed in the formwork to be reinforced, and the position of the first hole corresponds to the position of the second hole; the pin penetrates through the first hole and the second hole and is connected with the positioning plate and the formwork to be reinforced. The opposite-pull rods are controlled to be higher than the to-be-poured strip-shaped foundation, and the problems that the land acquisition area needs to be increased when the opposite-pull rods are pulled out after pouring is completed, and the occupied space of construction is large are solved.
本发明公开了一种条形基础模板加固构件及施工方法，其包括：撑杆、受力构件、对拉杆、销子和定位板；所述受力构件顶端分别与所述撑杆的两端铰接，所述受力构件紧贴设置于待加固模板的外侧；所述对拉杆位于所述撑杆下方，定位板的上方，贯穿所述受力构件,并与所述受力构件固定连接；所述定位板固定连接于所述受力构件内侧，所述定位板上设有第一孔洞，所述待加固模板上设有第二孔洞，所述第一孔洞的位置与所述第二孔洞的位置相对应；所述销子穿过所述第一孔洞和所述第二孔洞，与所述定位板和所述待加固模板连接。本发明通过控制对拉杆高度高于待浇筑条形基础，解决了浇筑完成后拉出对拉杆需增加征地面积，施工占用空间大的问题。
Strip-shaped foundation formwork reinforcing component and construction method
The invention discloses a strip-shaped foundation formwork reinforcing component and a construction method. The strip-shaped foundation formwork reinforcing component comprises supporting rods, stress components, opposite-pull rods, pins and positioning plates. The top ends of the stress components are hinged to the two ends of the supporting rod respectively, and the stress components are arranged on the outer side of a formwork to be reinforced in a tightly attached mode. The opposite-pull rod is located below the supporting rod and above the positioning plate, penetrates through the stress component and is fixedly connected with the stress component. The positioning plate is fixedly connected to the inner side of the stress component, a first hole is formed in the positioning plate, a second hole is formed in the formwork to be reinforced, and the position of the first hole corresponds to the position of the second hole; the pin penetrates through the first hole and the second hole and is connected with the positioning plate and the formwork to be reinforced. The opposite-pull rods are controlled to be higher than the to-be-poured strip-shaped foundation, and the problems that the land acquisition area needs to be increased when the opposite-pull rods are pulled out after pouring is completed, and the occupied space of construction is large are solved.
本发明公开了一种条形基础模板加固构件及施工方法，其包括：撑杆、受力构件、对拉杆、销子和定位板；所述受力构件顶端分别与所述撑杆的两端铰接，所述受力构件紧贴设置于待加固模板的外侧；所述对拉杆位于所述撑杆下方，定位板的上方，贯穿所述受力构件,并与所述受力构件固定连接；所述定位板固定连接于所述受力构件内侧，所述定位板上设有第一孔洞，所述待加固模板上设有第二孔洞，所述第一孔洞的位置与所述第二孔洞的位置相对应；所述销子穿过所述第一孔洞和所述第二孔洞，与所述定位板和所述待加固模板连接。本发明通过控制对拉杆高度高于待浇筑条形基础，解决了浇筑完成后拉出对拉杆需增加征地面积，施工占用空间大的问题。
Strip-shaped foundation formwork reinforcing component and construction method
一种条形基础模板加固构件及施工方法
KWAK JAE-WOOK (author) / LIU BO (author) / ZHANG CHENG (author) / ZHAO BO (author)
2023-08-08
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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