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A platform for research: civil engineering, architecture and urbanism
Aluminum alloy plate type node shear connector and construction calculation method thereof
The invention is suitable for the technical field of civil engineering, and provides an aluminum alloy plate type joint shear connector which comprises a center circular ring body, a plurality of extending arm webs are arranged on the side portion of the center circular ring body, and a plurality of bolt holes are formed in the extending arm webs; wherein the pre-opening holes in the radial cantilever tooth groove wall are connected with the outrigger web through stainless steel bolts and bolt holes; the shear connector is connected with an aluminum alloy I-shaped beam web and used for transmitting all shear force of the cross section of the I-shaped beam and axial force of the web and calculating the structural size of the shear connector. The shear bearing capacity and the axial bearing capacity of the plate type joint can be effectively improved through the shear connectors; the calculation method is constructed, so that calculation and design of the shear connector can be quickly completed according to the actual stress condition of the node; due to the additional arrangement of the shear connectors, the application possibility of the plate-type joint in a large-span single-layer aluminum alloy latticed shell can be improved.
本发明适用于土木工程技术领域，提供了一种铝合金板式节点抗剪连接件，所述铝合金板式节点抗剪连接件包括：中心圆环体，所述中心圆环体侧部设置有若干伸臂腹板，若干所述伸臂腹板上均开设有若干螺栓孔；其中辐射状悬臂齿槽壁的预开孔与所述伸臂腹板通过不锈钢螺栓和螺栓孔相连接；所述抗剪连接件与铝合金工字梁腹板上连接，用于传递工字梁截面全部剪力及腹板轴力，并计算抗剪连接件的构造尺寸。抗剪连接件可以有效的提高板式节点的抗剪承载力和轴向承载力；构造计算方法可以根据节点的实际受力情况快速完成抗剪连接件的计算与设计；抗剪连接件的增设可提高板式节点在较大跨度单层铝合金网壳中应用的可能性。
Aluminum alloy plate type node shear connector and construction calculation method thereof
The invention is suitable for the technical field of civil engineering, and provides an aluminum alloy plate type joint shear connector which comprises a center circular ring body, a plurality of extending arm webs are arranged on the side portion of the center circular ring body, and a plurality of bolt holes are formed in the extending arm webs; wherein the pre-opening holes in the radial cantilever tooth groove wall are connected with the outrigger web through stainless steel bolts and bolt holes; the shear connector is connected with an aluminum alloy I-shaped beam web and used for transmitting all shear force of the cross section of the I-shaped beam and axial force of the web and calculating the structural size of the shear connector. The shear bearing capacity and the axial bearing capacity of the plate type joint can be effectively improved through the shear connectors; the calculation method is constructed, so that calculation and design of the shear connector can be quickly completed according to the actual stress condition of the node; due to the additional arrangement of the shear connectors, the application possibility of the plate-type joint in a large-span single-layer aluminum alloy latticed shell can be improved.
本发明适用于土木工程技术领域，提供了一种铝合金板式节点抗剪连接件，所述铝合金板式节点抗剪连接件包括：中心圆环体，所述中心圆环体侧部设置有若干伸臂腹板，若干所述伸臂腹板上均开设有若干螺栓孔；其中辐射状悬臂齿槽壁的预开孔与所述伸臂腹板通过不锈钢螺栓和螺栓孔相连接；所述抗剪连接件与铝合金工字梁腹板上连接，用于传递工字梁截面全部剪力及腹板轴力，并计算抗剪连接件的构造尺寸。抗剪连接件可以有效的提高板式节点的抗剪承载力和轴向承载力；构造计算方法可以根据节点的实际受力情况快速完成抗剪连接件的计算与设计；抗剪连接件的增设可提高板式节点在较大跨度单层铝合金网壳中应用的可能性。
Aluminum alloy plate type node shear connector and construction calculation method thereof
一种铝合金板式节点抗剪连接件及其构造计算方法
WANG GANG (author) / LIN XIAOLIN (author) / LIN XIAOCHUN (author) / LIN XIAOMAN (author)
2023-08-29
Patent
Electronic Resource
Chinese
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