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A platform for research: civil engineering, architecture and urbanism
Fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure and construction method
The invention discloses a fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure. The fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure comprises prefabricated columns, and further comprises reserved hole channels reservedin the prefabricated columns, T-shaped steel columns integrated with the prefabricated columns, prefabricated column laminated layers arranged on the upper parts of the prefabricated columns, superimposed beams arranged at one ends of the prefabricated columns, top steel bars exposed to the upper parts of the superimposed beams, external extension steel bars extending outside the sides of the prefabricated columns, a plurality of reserved penetrating holes formed in the T-shaped steel columns, prestressing tendons penetrating through the multiple reserved penetrating holes, and prestressing tendon anchoring devices fixed to the T-shaped steel columns, and the prestressing tendons are fixed to the T-shaped steel columns through the prestressing tendon anchoring devices. The structure ensures the overall stress requirements of beam-column joints and enables the joints to have a good hogging moment resisting effect.
本发明公开了一种装配建筑预制型钢混凝土端部柱梁节点预应力筋交错张拉锚固构造，包括预制柱，还包括：预留在所述预制柱内的预留孔道；与所述预制柱一体化成型的T型钢柱；设置在所述预制柱上部的预制柱叠合层；设置在所述预制柱一端的叠合梁；外露于所述叠合梁上部的顶部钢筋；外伸于所述预制柱边侧的外伸钢筋；开设在所述T型钢柱上的多个预留穿孔；从多个所述预留穿孔穿过的预应力筋；固定于所述T型钢柱上的预应力筋锚固装置，所述预应力筋通过所述预应力筋锚固装置固定在所述T型钢柱上；本结构保证了梁柱节点整体性受力要求，并使得节点抗负弯矩效果好。
Fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure and construction method
The invention discloses a fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure. The fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure comprises prefabricated columns, and further comprises reserved hole channels reservedin the prefabricated columns, T-shaped steel columns integrated with the prefabricated columns, prefabricated column laminated layers arranged on the upper parts of the prefabricated columns, superimposed beams arranged at one ends of the prefabricated columns, top steel bars exposed to the upper parts of the superimposed beams, external extension steel bars extending outside the sides of the prefabricated columns, a plurality of reserved penetrating holes formed in the T-shaped steel columns, prestressing tendons penetrating through the multiple reserved penetrating holes, and prestressing tendon anchoring devices fixed to the T-shaped steel columns, and the prestressing tendons are fixed to the T-shaped steel columns through the prestressing tendon anchoring devices. The structure ensures the overall stress requirements of beam-column joints and enables the joints to have a good hogging moment resisting effect.
本发明公开了一种装配建筑预制型钢混凝土端部柱梁节点预应力筋交错张拉锚固构造，包括预制柱，还包括：预留在所述预制柱内的预留孔道；与所述预制柱一体化成型的T型钢柱；设置在所述预制柱上部的预制柱叠合层；设置在所述预制柱一端的叠合梁；外露于所述叠合梁上部的顶部钢筋；外伸于所述预制柱边侧的外伸钢筋；开设在所述T型钢柱上的多个预留穿孔；从多个所述预留穿孔穿过的预应力筋；固定于所述T型钢柱上的预应力筋锚固装置，所述预应力筋通过所述预应力筋锚固装置固定在所述T型钢柱上；本结构保证了梁柱节点整体性受力要求，并使得节点抗负弯矩效果好。
Fabricated building prefabricated steel reinforced concrete end column-beam joint prestressing tendon interlaced tension anchoring structure and construction method
一种装配建筑预制型钢混凝土端部柱梁节点预应力筋交错张拉锚固构造及施工方法
LIU RONGCHUN (author) / QIAN YE (author) / XUE JUN (author) / CAI QUN (author)
2020-07-03
Patent
Electronic Resource
Chinese
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