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Truss steel structure joint and machining method of truss steel structure joint
The invention discloses a truss steel structure joint and a machining method of the truss steel structure joint. The truss steel structure joint comprises an H-shaped steel column, a truss bracket and two flange plates. The H-shaped steel column comprises a first wing plate, a second wing plate and a web plate, wherein the first wing plate and the second wing plate are oppositely arranged, and the web plate is connected between the first wing plate and the second wing plate. The truss bracket is connected with the outer surface, back on to the web plate, of the first wing plate; the flange plates comprise a column body flange plate and a bracket flange plate, the column body flange plate and the bracket flange plate are two independent plates, the column body flange plate and the bracket flange plate are connected together in a welded mode, the column body flange plate is connected to the first flange plate and the second flange plate in a bridging mode, and the first flange plate and the second flange plate are connected in a welded mode. The two bracket flange plates are connected with the two sides of the truss bracket respectively. Therefore, full penetration welding of the inner partition plate in the H-shaped steel column can be facilitated, the strength of the H-shaped steel column is improved, the bending procedure of the flange plate can be omitted, and loss of plate raw materials can be reduced.
本发明公开了一种桁架钢结构节点及桁架钢结构节点的加工方法，桁架钢结构节点包括H型钢柱、桁架牛腿以及两翼缘板；H型钢柱包括相对设置的第一翼板、第二翼板、以及连接在所述第一翼板和所述第二翼板之间的腹板；桁架牛腿与所述第一翼板上背向所述腹板的外表面相连；所述翼缘板包括柱体翼缘板和牛腿翼缘板，所述柱体翼缘板和所述牛腿翼缘板为两个独立的板，所述柱体翼缘板和所述牛腿翼缘板焊接连接在一起，所述柱体翼缘板跨接于所述第一翼板和所述第二翼板上，两牛腿翼缘板分别连接所述桁架牛腿的两侧。这样一来，既能方便H型钢柱内的内隔板的全熔透焊接、进而提高H型钢柱的强度，又能省掉翼缘板的折弯工序，还可降低板材原料的损耗。
Truss steel structure joint and machining method of truss steel structure joint
The invention discloses a truss steel structure joint and a machining method of the truss steel structure joint. The truss steel structure joint comprises an H-shaped steel column, a truss bracket and two flange plates. The H-shaped steel column comprises a first wing plate, a second wing plate and a web plate, wherein the first wing plate and the second wing plate are oppositely arranged, and the web plate is connected between the first wing plate and the second wing plate. The truss bracket is connected with the outer surface, back on to the web plate, of the first wing plate; the flange plates comprise a column body flange plate and a bracket flange plate, the column body flange plate and the bracket flange plate are two independent plates, the column body flange plate and the bracket flange plate are connected together in a welded mode, the column body flange plate is connected to the first flange plate and the second flange plate in a bridging mode, and the first flange plate and the second flange plate are connected in a welded mode. The two bracket flange plates are connected with the two sides of the truss bracket respectively. Therefore, full penetration welding of the inner partition plate in the H-shaped steel column can be facilitated, the strength of the H-shaped steel column is improved, the bending procedure of the flange plate can be omitted, and loss of plate raw materials can be reduced.
本发明公开了一种桁架钢结构节点及桁架钢结构节点的加工方法，桁架钢结构节点包括H型钢柱、桁架牛腿以及两翼缘板；H型钢柱包括相对设置的第一翼板、第二翼板、以及连接在所述第一翼板和所述第二翼板之间的腹板；桁架牛腿与所述第一翼板上背向所述腹板的外表面相连；所述翼缘板包括柱体翼缘板和牛腿翼缘板，所述柱体翼缘板和所述牛腿翼缘板为两个独立的板，所述柱体翼缘板和所述牛腿翼缘板焊接连接在一起，所述柱体翼缘板跨接于所述第一翼板和所述第二翼板上，两牛腿翼缘板分别连接所述桁架牛腿的两侧。这样一来，既能方便H型钢柱内的内隔板的全熔透焊接、进而提高H型钢柱的强度，又能省掉翼缘板的折弯工序，还可降低板材原料的损耗。
Truss steel structure joint and machining method of truss steel structure joint
桁架钢结构节点及桁架钢结构节点的加工方法
XU YONGQIANG (author) / WANG ZHIQIANG (author) / ZHOU JUNJIE (author) / XU SHUAI (author) / LIU JING (author) / LAI YONGQIANG (author)
2024-05-24
Patent
Electronic Resource
Chinese
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