A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated formwork shear wall
The invention relates to the technical field of shear walls, and discloses a fabricated formwork shear wall which comprises a frame body and prefabricated concrete thin plates located on the two sides of the frame body, a plurality of tie pieces are arranged between the two prefabricated concrete thin plates, and the two ends of each tie piece are poured into the corresponding prefabricated concrete thin plate. The fabricated formwork shear wall comprises a frame body, the frame body comprises a plurality of vertical rods, a plurality of telescopic frames are fixedly connected to the outer sides of the vertical rods, rotating balls are rotatably connected to the lower ends of the vertical rods, and a stabilizing mechanism is arranged on one side of the telescopic frame located on the lower portion. The pulling pieces are arranged on the telescopic frames in a threaded mode, the two ends of each pulling piece are poured into the prefabricated concrete thin plates respectively, the two ends of each pulling piece are embedded into the high-strength concrete, bond stress formed by bonding of the pulling pieces and the concrete can bear side pressure generated by later-period concrete pouring, and the structure is low in requirement for production equipment, easy to produce and low in production cost.
本发明涉及剪力墙技术领域，且公开了一种装配式模壳剪力墙，包括框架本体和位于其两侧的预制混凝土薄板，两个所述预制混凝土薄板之间设置有多个拉结件，所述拉结件两端分别浇筑在预制混凝土薄板内，所述框架本体包括多个多个竖杆，多个所述竖杆外侧固定连接有多个伸缩框，多个所述竖杆下端转动连接有转球，位于下方的伸缩框一侧设置有稳固机构，该种装配式模壳剪力墙，通过在框架本体的竖杆外侧固定连接多个伸缩框，在伸缩框上螺纹设置拉结件，拉结件两端分别浇筑在预制混凝土薄板内，通过将拉结件两端预埋进高强混凝土中，与混凝土粘结形成的握裹力可承受后期浇筑混凝土产生的侧压力，且此结构对生产设备要求低、易生产，生产成本低。
Fabricated formwork shear wall
The invention relates to the technical field of shear walls, and discloses a fabricated formwork shear wall which comprises a frame body and prefabricated concrete thin plates located on the two sides of the frame body, a plurality of tie pieces are arranged between the two prefabricated concrete thin plates, and the two ends of each tie piece are poured into the corresponding prefabricated concrete thin plate. The fabricated formwork shear wall comprises a frame body, the frame body comprises a plurality of vertical rods, a plurality of telescopic frames are fixedly connected to the outer sides of the vertical rods, rotating balls are rotatably connected to the lower ends of the vertical rods, and a stabilizing mechanism is arranged on one side of the telescopic frame located on the lower portion. The pulling pieces are arranged on the telescopic frames in a threaded mode, the two ends of each pulling piece are poured into the prefabricated concrete thin plates respectively, the two ends of each pulling piece are embedded into the high-strength concrete, bond stress formed by bonding of the pulling pieces and the concrete can bear side pressure generated by later-period concrete pouring, and the structure is low in requirement for production equipment, easy to produce and low in production cost.
本发明涉及剪力墙技术领域，且公开了一种装配式模壳剪力墙，包括框架本体和位于其两侧的预制混凝土薄板，两个所述预制混凝土薄板之间设置有多个拉结件，所述拉结件两端分别浇筑在预制混凝土薄板内，所述框架本体包括多个多个竖杆，多个所述竖杆外侧固定连接有多个伸缩框，多个所述竖杆下端转动连接有转球，位于下方的伸缩框一侧设置有稳固机构，该种装配式模壳剪力墙，通过在框架本体的竖杆外侧固定连接多个伸缩框，在伸缩框上螺纹设置拉结件，拉结件两端分别浇筑在预制混凝土薄板内，通过将拉结件两端预埋进高强混凝土中，与混凝土粘结形成的握裹力可承受后期浇筑混凝土产生的侧压力，且此结构对生产设备要求低、易生产，生产成本低。
Fabricated formwork shear wall
一种装配式模壳剪力墙
WANG LIWEI (author) / LIU TAO (author) / ZHANG LEI (author) / LI YIWEI (author) / CHOI SEUNG (author) / CAI LIANG (author)
2024-03-29
Patent
Electronic Resource
Chinese