A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Prestressed tendon deep burying anchoring mechanism
The invention discloses a pre-stressed tendon deep burying anchoring mechanism, relates to the technical field of floor prefabrication, and aims to solve the problems that an existing pre-stressed tendon is of a straight rod structure, and after a prefabricated floor is formed, the structural compression performance and the bending resistance of the pre-stressed tendon are low although the pre-stressed tendon is not prone to cracks. Comprising five prestressed steel bars, and the five prestressed steel bars are distributed at equal intervals; the arched reinforcing steel bars are arranged on the upper surface and the lower surface of the prestressed reinforcing steel bar, the number of the arched reinforcing steel bars is multiple, and the arched reinforcing steel bars are all connected with the prestressed reinforcing steel bar in a welded mode; the stabilizing seats are arranged at the two ends of the prestressed steel bar, the two ends of the prestressed steel bar penetrate through and extend out of the stabilizing seats, guide bottom plates are installed below the stabilizing seats, connecting plates are installed on the two sides of the rear ends of the stabilizing seats, and prestressed traction seats are installed at one ends of the connecting plates; and a transmission cavity is formed in the prestress traction seat.
本发明公开了一种预应力筋深埋锚定机构，涉及楼板预制技术领域，为解决现有的预应力筋为直杆结构，在预制楼板成型后，虽不易出现裂缝，但其结构受压性能以及抗弯曲能力较低的问题。包括预应力钢筋，所述预应力钢筋设置有五个，且五个预应力钢筋等距分布；还包括：拱形钢筋，其设置在所述预应力钢筋的上表面和下表面，拱形钢筋设置有多个，且多个拱形钢筋均与预应力钢筋焊接连接；稳定座，其设置在所述预应力钢筋的两端，且预应力钢筋的两端贯穿并延伸至稳定座的外部，所述稳定座的下方安装有导向底板，所述稳定座后端的两侧均安装有连接板，所述连接板的一端安装有预应力牵拉座，所述预应力牵拉座的内部设置有传动腔。
Prestressed tendon deep burying anchoring mechanism
The invention discloses a pre-stressed tendon deep burying anchoring mechanism, relates to the technical field of floor prefabrication, and aims to solve the problems that an existing pre-stressed tendon is of a straight rod structure, and after a prefabricated floor is formed, the structural compression performance and the bending resistance of the pre-stressed tendon are low although the pre-stressed tendon is not prone to cracks. Comprising five prestressed steel bars, and the five prestressed steel bars are distributed at equal intervals; the arched reinforcing steel bars are arranged on the upper surface and the lower surface of the prestressed reinforcing steel bar, the number of the arched reinforcing steel bars is multiple, and the arched reinforcing steel bars are all connected with the prestressed reinforcing steel bar in a welded mode; the stabilizing seats are arranged at the two ends of the prestressed steel bar, the two ends of the prestressed steel bar penetrate through and extend out of the stabilizing seats, guide bottom plates are installed below the stabilizing seats, connecting plates are installed on the two sides of the rear ends of the stabilizing seats, and prestressed traction seats are installed at one ends of the connecting plates; and a transmission cavity is formed in the prestress traction seat.
本发明公开了一种预应力筋深埋锚定机构，涉及楼板预制技术领域，为解决现有的预应力筋为直杆结构，在预制楼板成型后，虽不易出现裂缝，但其结构受压性能以及抗弯曲能力较低的问题。包括预应力钢筋，所述预应力钢筋设置有五个，且五个预应力钢筋等距分布；还包括：拱形钢筋，其设置在所述预应力钢筋的上表面和下表面，拱形钢筋设置有多个，且多个拱形钢筋均与预应力钢筋焊接连接；稳定座，其设置在所述预应力钢筋的两端，且预应力钢筋的两端贯穿并延伸至稳定座的外部，所述稳定座的下方安装有导向底板，所述稳定座后端的两侧均安装有连接板，所述连接板的一端安装有预应力牵拉座，所述预应力牵拉座的内部设置有传动腔。
Prestressed tendon deep burying anchoring mechanism
一种预应力筋深埋锚定机构
WEI YANHUI (author) / ZHANG BO (author)
2024-03-22
Patent
Electronic Resource
Chinese
IPC:
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
/
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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