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Assembly type concrete column clamping and nesting connection structure
The fabricated concrete column clamping and nesting connection structure comprises an upper section, a lower section and a clamping piece, a sleeve I is fixedly arranged on the outer surface of the upper section, a sleeve II is fixedly arranged on the outer surface of the lower section, the sleeve I and the sleeve II are each provided with an annular groove, and after sleeving, an opening of the annular groove of the sleeve I is opposite to an opening of the annular groove of the sleeve II; the clamping piece is clamped in the annular grooves of the sleeve I and the sleeve II; a binding material is fully coated between the sleeve I and the sleeve II and in the annular groove of the sleeve I and the annular groove of the sleeve II; the structure that the sleeves are mutually sleeved, combined and connected in a clamped mode is adopted, the bonding materials of the combination faces are matched, the pier can bear variable loads such as pressure, shearing force and bending moment, the good anti-seismic performance is achieved, the whole pier has the good adaptive capacity to the diversified loads through the assembling mode, and the overall pier is suitable for being used in a large scale. And the service life of the bridge pier is prolonged.
本发明公开了一种装配式砼柱卡接嵌套连接构造,包括上节段、下节段和卡接件,所述上节段外表面固定设有套管Ⅰ,下节段外表面固定设有套管Ⅱ,套管Ⅰ和套管Ⅱ分别设置有环槽,且套接后套管Ⅰ的环槽和套管Ⅱ的环槽开口相对,所述卡接件卡接于套管Ⅰ和套管Ⅱ的环槽内;在套管Ⅰ和套管Ⅱ之间,以及套管Ⅰ的环槽和套管Ⅱ的环槽内涂满粘结料;本发明采用套管相互套合并结合卡接连接的结构,配合结合面的粘结料,使得桥墩能够承受包括压力、剪力和弯矩等较为多变的载荷,具有较好的抗震性能,且装配方式使得桥墩整体对于多样性的载荷具有较好的适应能力,提高桥墩使用寿命,具有显著技术经济综合效益。
Assembly type concrete column clamping and nesting connection structure
The fabricated concrete column clamping and nesting connection structure comprises an upper section, a lower section and a clamping piece, a sleeve I is fixedly arranged on the outer surface of the upper section, a sleeve II is fixedly arranged on the outer surface of the lower section, the sleeve I and the sleeve II are each provided with an annular groove, and after sleeving, an opening of the annular groove of the sleeve I is opposite to an opening of the annular groove of the sleeve II; the clamping piece is clamped in the annular grooves of the sleeve I and the sleeve II; a binding material is fully coated between the sleeve I and the sleeve II and in the annular groove of the sleeve I and the annular groove of the sleeve II; the structure that the sleeves are mutually sleeved, combined and connected in a clamped mode is adopted, the bonding materials of the combination faces are matched, the pier can bear variable loads such as pressure, shearing force and bending moment, the good anti-seismic performance is achieved, the whole pier has the good adaptive capacity to the diversified loads through the assembling mode, and the overall pier is suitable for being used in a large scale. And the service life of the bridge pier is prolonged.
本发明公开了一种装配式砼柱卡接嵌套连接构造,包括上节段、下节段和卡接件,所述上节段外表面固定设有套管Ⅰ,下节段外表面固定设有套管Ⅱ,套管Ⅰ和套管Ⅱ分别设置有环槽,且套接后套管Ⅰ的环槽和套管Ⅱ的环槽开口相对,所述卡接件卡接于套管Ⅰ和套管Ⅱ的环槽内;在套管Ⅰ和套管Ⅱ之间,以及套管Ⅰ的环槽和套管Ⅱ的环槽内涂满粘结料;本发明采用套管相互套合并结合卡接连接的结构,配合结合面的粘结料,使得桥墩能够承受包括压力、剪力和弯矩等较为多变的载荷,具有较好的抗震性能,且装配方式使得桥墩整体对于多样性的载荷具有较好的适应能力,提高桥墩使用寿命,具有显著技术经济综合效益。
Assembly type concrete column clamping and nesting connection structure
装配式砼柱卡接嵌套连接构造
ZHOU ZHIXIANG (author) / ZHOU JINGYU (author) / GUAN MINSHENG (author) / ZENG QINGLI (author)
2024-07-09
Patent
Electronic Resource
Chinese
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