Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a stereoscopic steel bar truss mesh plate. According to key points of a technical scheme, the stereoscopic steel bar truss mesh plate comprises web member steel bars, upper chord steel bars and lower chord steel bars, wherein two ends of each web member steel bar are both bent into straight segments in a vertical state, every two adjacent web member steel bars are attachedthrough the corresponding straight segments, so that a welding position is formed between the bent parts of every two web member steel bars, and each upper chord steel bar and the corresponding lowerchord steel bar are welded to the two ends of the corresponding web member steel bar respectively. According to the design of the stereoscopic steel bar truss mesh plate, one welding position is formed between every two adjacent web member steel bars; and compared with a steel bar truss mesh plate in the prior art, one more welding position is arranged, one steel bar is jointly welded in cooperation with a plurality of welding positions in the same transverse direction, and therefore the overall rigidity and stability of the steel bar truss mesh plate can be greatly improved.
本发明公开了立体钢筋桁架网片，其技术方案要点是：立体钢筋桁架网片，包括腹杆钢筋、上弦钢筋和下弦钢筋，腹杆钢筋的两端均弯折成呈竖直状态的平直段，通过将相邻两个腹杆钢筋通过平直段贴合，使得两个腹杆钢筋的弯折部分之间形成焊接位，上弦钢筋和下弦钢筋分别焊接于腹杆钢筋的两端部；本立体钢筋桁架网片的设计使得相邻两个腹杆钢筋之间形成了一个焊接位，相比现有技术中的钢筋桁架网片而言，多出一个焊接位，再配合将同一横向的若干个焊接位共同焊接一钢筋，可极大的提高了钢筋桁架网片整体的刚性和稳定性。
The invention discloses a stereoscopic steel bar truss mesh plate. According to key points of a technical scheme, the stereoscopic steel bar truss mesh plate comprises web member steel bars, upper chord steel bars and lower chord steel bars, wherein two ends of each web member steel bar are both bent into straight segments in a vertical state, every two adjacent web member steel bars are attachedthrough the corresponding straight segments, so that a welding position is formed between the bent parts of every two web member steel bars, and each upper chord steel bar and the corresponding lowerchord steel bar are welded to the two ends of the corresponding web member steel bar respectively. According to the design of the stereoscopic steel bar truss mesh plate, one welding position is formed between every two adjacent web member steel bars; and compared with a steel bar truss mesh plate in the prior art, one more welding position is arranged, one steel bar is jointly welded in cooperation with a plurality of welding positions in the same transverse direction, and therefore the overall rigidity and stability of the steel bar truss mesh plate can be greatly improved.
本发明公开了立体钢筋桁架网片，其技术方案要点是：立体钢筋桁架网片，包括腹杆钢筋、上弦钢筋和下弦钢筋，腹杆钢筋的两端均弯折成呈竖直状态的平直段，通过将相邻两个腹杆钢筋通过平直段贴合，使得两个腹杆钢筋的弯折部分之间形成焊接位，上弦钢筋和下弦钢筋分别焊接于腹杆钢筋的两端部；本立体钢筋桁架网片的设计使得相邻两个腹杆钢筋之间形成了一个焊接位，相比现有技术中的钢筋桁架网片而言，多出一个焊接位，再配合将同一横向的若干个焊接位共同焊接一钢筋，可极大的提高了钢筋桁架网片整体的刚性和稳定性。
Stereoscopic steel bar truss mesh plate
立体钢筋桁架网片
CHEN ZIQIANG (Autor:in)
11.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04C
STRUCTURAL ELEMENTS
,
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