The invention discloses a connection structure between a prefabricated cover beam and a prefabricated pier column, including a prefabricated cover beam and a prefabricated pier column, a post-pouring groove of the precast pier column is arranged at the top of the precast cover beam, a post-pouring groove of the cover beam which is coaxial and interlinked with the post-pouring groove of the pier column, a post-pouring groove of the cover beam passing through the top surface of the precast beam, a post-pouring groove of Concrete is poured into the post-pouring groove, and several vertical prestressed thick bars are arranged in the Precast Pier column. The bottom end of the prestressed thick bars is located in the Precast Pier column, and the top of the prestressed thick bars passes through the precast cover beam, and the top of the prestressed thick bars is sealed by sealing anchor blocks. The construction method of connecting prefabricated cap beam with prefabricated pier column is to hoist prefabricated pier column first, then hoist prefabricated cap beam, and pour concrete in the post-pouring groove of cap beam and post-pouring groove of pier column. The connecting structure of the prefabricated cap beam and the prefabricated pier column and the construction method thereof have the advantages of high installation precision, high efficiency, high connection reliability, short occupancy of hoisting equipment and little influence on the urban landscape.
【技术实现步骤摘要】
一种预制盖梁与预制墩柱的连接构造及其施工方法
本专利技术涉及建筑桥梁
,特别是涉及一种预制盖梁与预制墩柱的连接构造及其施工方法。
技术介绍
预制墩柱与预制盖梁是装配式桥梁中常见的结构,现有技术中预制墩柱与预制盖梁之间一般采用插槽式连接或湿接缝连接,但这两种连接构造的施工均需要在施工现场搭建支架,并需要使用模板,在现场搭建支架和单独立模均需要长时间使用吊装设备,不仅施工时间长、施工步骤复杂、安装精度低,还会严重影响城市景观。
技术实现思路
本专利技术的目的是提供一种预制盖梁与预制墩柱的连接构造及其施工方法,以解决上述现有技术存在的问题,提高预制盖梁与预制墩柱之间的安装精度和施工效率,并避免预制墩柱与预制盖梁的连接施工影响城市景观。为实现上述目的,本专利技术提供了如下方案:本专利技术提供一种预制盖梁与预制墩柱的连接构造,包括预制盖梁和预制墩柱,所述预制墩柱的顶部设置有墩柱后浇槽,所述预制盖梁中设置有与所述墩柱后浇槽同轴且相通的盖梁后浇槽,所述盖梁后浇槽贯通至所述预制梁的顶面,所述墩柱后浇槽和所述盖梁后浇槽中浇筑有混凝土;所述预制墩柱中设置有若干个竖直的预应力粗钢筋,所述预应力粗钢筋的底端位于所述预制墩柱中、顶端穿过所述预制盖梁,且所述预应力粗钢筋的顶端采用封锚块进行封锚。优选地,所述盖梁后浇槽和所述桥墩后浇槽中均设置有若干个竖直的连接钢筋以及与所述连接钢筋相联结的、水平的箍筋。优选地,所述预应力粗钢筋沿所述预制墩柱的周向均匀设置。优选地,所述预应力粗钢筋为四个。优选地,所述预制墩柱为圆柱墩或矩形墩。优选地,所述墩柱后浇槽的截面形状与所述预制墩柱的截面形状相同 ...
【技术保护点】
1.一种预制盖梁与预制墩柱的连接构造,其特征在于:包括预制盖梁和预制墩柱,所述预制墩柱的顶部设置有墩柱后浇槽,所述预制盖梁中设置有与所述墩柱后浇槽同轴且相通的盖梁后浇槽,所述盖梁后浇槽贯通至所述预制梁的顶面,所述墩柱后浇槽和所述盖梁后浇槽中浇筑有混凝土;所述预制墩柱中设置有若干个竖直的预应力粗钢筋,所述预应力粗钢筋的底端位于所述预制墩柱中、顶端穿过所述预制盖梁,且所述预应力粗钢筋的顶端采用封锚块进行封锚。
【技术特征摘要】
1.一种预制盖梁与预制墩柱的连接构造,其特征在于:包括预制盖梁和预制墩柱,所述预制墩柱的顶部设置有墩柱后浇槽,所述预制盖梁中设置有与所述墩柱后浇槽同轴且相通的盖梁后浇槽,所述盖梁后浇槽贯通至所述预制梁的顶面,所述墩柱后浇槽和所述盖梁后浇槽中浇筑有混凝土;所述预制墩柱中设置有若干个竖直的预应力粗钢筋,所述预应力粗钢筋的底端位于所述预制墩柱中、顶端穿过所述预制盖梁,且所述预应力粗钢筋的顶端采用封锚块进行封锚。2.根据权利要求1所述的预制盖梁与预制墩柱的连接构造,其特征在于:所述盖梁后浇槽和所述桥墩后浇槽中均设置有若干个竖直的连接钢筋以及与所述连接钢筋相联结的、水平的箍筋。3.根据权利要求1所述的预制盖梁与预制墩柱的连接构造,其特征在于:所述预应力粗钢筋沿所述预制墩柱的周向均匀设置。4.根据权利要求3所述的预制盖梁与预制墩柱的连接构造,其特征在于:所述预应力粗钢筋为四个。5.根据权利要求1所述的预制盖梁与预制墩柱的连接构造,其特征在于:所述预制墩柱为圆柱墩或矩形墩。6.根据权利要求5所述的预制盖梁与预制墩柱的连接构造,其特征在于:所述墩柱...
【专利技术属性】
技术研发人员:彭栋木,夏少华,何晓晖,董桔灿,凌雄进,代亮,孙继刚,王小花,
申请(专利权)人:深圳市市政设计研究院有限公司,
类型:发明
国别省市:广东,44
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