Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lower chord curve heightening steel truss continuous beam supporting node
The utility model discloses a lower chord curve heightening steel truss continuous beam supporting node and effectively solves a design problem of lower chord curve heightening steel truss continuousbeam supporting. A pair of joint plates with transverse spacing is welded with a bottom plate into a whole, and a pair of vertical rod connecting plates with forward bridge spacing is located betweenthe pair of joint plates and welded with the joint plates and the bottom plate into a whole. The number of inclined rod connecting plates are two sets, the pair of joint plates are arranged on outer sides of the vertical rod connecting plates on the same side respectively, each set of inclined rod connecting plates comprises an inclined rod connecting lower plate and an inclined rod connecting upper plate, the inclined rod connecting lower plates are welded to the gusset plates and the bottom plate, the inclined rod connecting upper plates are connected with the gusset plates and the verticalrod connecting plates, partition plates are welded to the gusset plates and the vertical rod connecting plates, the number of the transverse connecting plates is a pair and is arranged on the inner side joint plate at forward bridge spacing, aligned with the vertical rod connecting plates in position and welded to the joint plates and the bottom plate, four parallel connection plates are symmetrically arranged on the outer side joint plate and the inner side joint plate of the vertical rod connecting plate with every two parallel connection plates as a group and welded to the inner side jointplate and the transverse connecting plate.
一种下弦曲线变高钢桁连续梁支撑节点，有效解决下弦曲线变高钢桁连续梁支撑设计难题。横桥向间隔设置的一对节点板与底板焊接成为整体，一对顺桥间隔设置的竖杆连接板位于该对节点板之间，且与节点板和底板焊接为一体。斜杆连接板数量为两组，在该对节点板之间分别设置在同侧竖杆连接板的外侧，每组斜杆连接板均包括斜杆连接下板和斜杆连接上板，斜杆连接下板与节点板、底板焊接，斜杆连接上板和节点板、竖杆连接板连接。节点板及竖杆连接板上焊接隔板。横联连接板的数量为一对，顺桥向间隔设置于内侧节点板上且位置与竖杆连接板对齐，与该节点板和底板焊接。平联连接板的数量为4块，以2块为一组对称设置于竖杆连接板的外侧和内侧节点板上，且与内侧节点板及横联连接板焊接。
Lower chord curve heightening steel truss continuous beam supporting node
The utility model discloses a lower chord curve heightening steel truss continuous beam supporting node and effectively solves a design problem of lower chord curve heightening steel truss continuousbeam supporting. A pair of joint plates with transverse spacing is welded with a bottom plate into a whole, and a pair of vertical rod connecting plates with forward bridge spacing is located betweenthe pair of joint plates and welded with the joint plates and the bottom plate into a whole. The number of inclined rod connecting plates are two sets, the pair of joint plates are arranged on outer sides of the vertical rod connecting plates on the same side respectively, each set of inclined rod connecting plates comprises an inclined rod connecting lower plate and an inclined rod connecting upper plate, the inclined rod connecting lower plates are welded to the gusset plates and the bottom plate, the inclined rod connecting upper plates are connected with the gusset plates and the verticalrod connecting plates, partition plates are welded to the gusset plates and the vertical rod connecting plates, the number of the transverse connecting plates is a pair and is arranged on the inner side joint plate at forward bridge spacing, aligned with the vertical rod connecting plates in position and welded to the joint plates and the bottom plate, four parallel connection plates are symmetrically arranged on the outer side joint plate and the inner side joint plate of the vertical rod connecting plate with every two parallel connection plates as a group and welded to the inner side jointplate and the transverse connecting plate.
一种下弦曲线变高钢桁连续梁支撑节点，有效解决下弦曲线变高钢桁连续梁支撑设计难题。横桥向间隔设置的一对节点板与底板焊接成为整体，一对顺桥间隔设置的竖杆连接板位于该对节点板之间，且与节点板和底板焊接为一体。斜杆连接板数量为两组，在该对节点板之间分别设置在同侧竖杆连接板的外侧，每组斜杆连接板均包括斜杆连接下板和斜杆连接上板，斜杆连接下板与节点板、底板焊接，斜杆连接上板和节点板、竖杆连接板连接。节点板及竖杆连接板上焊接隔板。横联连接板的数量为一对，顺桥向间隔设置于内侧节点板上且位置与竖杆连接板对齐，与该节点板和底板焊接。平联连接板的数量为4块，以2块为一组对称设置于竖杆连接板的外侧和内侧节点板上，且与内侧节点板及横联连接板焊接。
Lower chord curve heightening steel truss continuous beam supporting node
一种下弦曲线变高钢桁连续梁支撑节点
XIANG LYUKAI (Autor:in) / YAN YONG (Autor:in) / CHEN JIANFENG (Autor:in) / GUO ZHANYUAN (Autor:in) / YUAN MING (Autor:in) / MA TINGLIN (Autor:in) / LI RUI (Autor:in) / TENG BINGJIE (Autor:in) / ZHANG ZHIYONG (Autor:in) / LIU HELIANG (Autor:in)
19.06.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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