Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Module construction grouting shear-resistant connection joint structure and construction method thereof
The invention relates to a module construction grouting shear-resistant connection joint structure and a construction method thereof, and relates to the technical field of building construction. The device comprises two box-type structure units, four L-shaped plates, a fixing assembly and a slurry passing assembly. Each box-type structure unit comprises four cross beams, four vertical beams and four longitudinal beams, the four L-shaped plates are arranged at the four corners of a connecting joint of the two box-type structure units correspondingly, slurry inlets are formed in the side walls, located below the L-shaped plates, of the vertical beams, lower blocking plates are arranged in inner cavities of the vertical beams, the lower blocking plates are located below the slurry inlets, and the lower blocking plates are located below the slurry inlets. A slurry outlet is formed in the side wall, located above the L-shaped plate, of the vertical beam, an upper blocking plate is arranged in an inner cavity of the vertical beam, and the upper blocking plate is located above the slurry outlet; the slurry passing assembly comprises a slurry passing pipe and a limiting block arranged on the slurry passing pipe in a sleeving mode, the limiting block is fixedly connected with the slurry passing pipe, the bottom wall of the limiting block abuts against the top wall of the L-shaped plate, a guide block is arranged in an inner cavity, located above the L-shaped plate, of the vertical beam, and a conical through hole is formed in the guide block. According to the invention, the matching precision of the two box-type structure units is improved.
本申请涉及一种模块建设注浆抗剪连接节点结构及其施工方法，涉及建筑施工技术领域。其包括两个箱式结构单元、四个L板、固定组件以及通浆组件；箱式结构单元包括四根横梁、四根竖梁以及四根纵梁，四个L板分别设置于两箱式结构单元连接节点的四角上，位于L板下方的竖梁侧壁上开设有进浆口，且竖梁内腔设置有下堵板，下堵板位于进浆口下方，位于L板上方的竖梁侧壁上开设有出浆口，且竖梁内腔设置有上堵板，上堵板位于出浆口上方；通浆组件包括通浆管以及套设于通浆管上的限位块，限位块与通浆管固接，限位块底壁与L板顶壁抵接，位于L板上方的竖梁内腔设置有导向块，导向块上开设有锥形通孔。本申请具有提高两个箱式结构单元的配合精度。
Module construction grouting shear-resistant connection joint structure and construction method thereof
The invention relates to a module construction grouting shear-resistant connection joint structure and a construction method thereof, and relates to the technical field of building construction. The device comprises two box-type structure units, four L-shaped plates, a fixing assembly and a slurry passing assembly. Each box-type structure unit comprises four cross beams, four vertical beams and four longitudinal beams, the four L-shaped plates are arranged at the four corners of a connecting joint of the two box-type structure units correspondingly, slurry inlets are formed in the side walls, located below the L-shaped plates, of the vertical beams, lower blocking plates are arranged in inner cavities of the vertical beams, the lower blocking plates are located below the slurry inlets, and the lower blocking plates are located below the slurry inlets. A slurry outlet is formed in the side wall, located above the L-shaped plate, of the vertical beam, an upper blocking plate is arranged in an inner cavity of the vertical beam, and the upper blocking plate is located above the slurry outlet; the slurry passing assembly comprises a slurry passing pipe and a limiting block arranged on the slurry passing pipe in a sleeving mode, the limiting block is fixedly connected with the slurry passing pipe, the bottom wall of the limiting block abuts against the top wall of the L-shaped plate, a guide block is arranged in an inner cavity, located above the L-shaped plate, of the vertical beam, and a conical through hole is formed in the guide block. According to the invention, the matching precision of the two box-type structure units is improved.
本申请涉及一种模块建设注浆抗剪连接节点结构及其施工方法，涉及建筑施工技术领域。其包括两个箱式结构单元、四个L板、固定组件以及通浆组件；箱式结构单元包括四根横梁、四根竖梁以及四根纵梁，四个L板分别设置于两箱式结构单元连接节点的四角上，位于L板下方的竖梁侧壁上开设有进浆口，且竖梁内腔设置有下堵板，下堵板位于进浆口下方，位于L板上方的竖梁侧壁上开设有出浆口，且竖梁内腔设置有上堵板，上堵板位于出浆口上方；通浆组件包括通浆管以及套设于通浆管上的限位块，限位块与通浆管固接，限位块底壁与L板顶壁抵接，位于L板上方的竖梁内腔设置有导向块，导向块上开设有锥形通孔。本申请具有提高两个箱式结构单元的配合精度。
Module construction grouting shear-resistant connection joint structure and construction method thereof
一种模块建设注浆抗剪连接节点结构及其施工方法
YI RENBIN (Autor:in) / QIU YUANHUA (Autor:in) / LIU DINGBING (Autor:in) / GONG XUELIANG (Autor:in) / YAN DONGHAI (Autor:in)
02.05.2023
Patent
Elektronische Ressource
Chinesisch
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