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Thick and large bottom plate steel bar support and construction method thereof
The invention discloses a thick and large bottom plate reinforcing steel bar support and a construction method thereof.The reinforcing steel bar support is formed by transversely and vertically splicing a plurality of unit bodies, each unit body is in an inverted triangle shape and comprises a first connecting piece and a second connecting piece, a vertical rod is connected between the first connecting piece and the second connecting piece, and the vertical rod is connected with the first connecting piece and the second connecting piece. The two sides of the first connecting piece are connected with transverse rods in an extending mode, the second connecting piece is connected with the ends of the two transverse rods through two inclined supporting rods respectively, and the ends of the transverse rods of the transversely-arranged unit bodies are connected with the first connecting pieces of the longitudinally-arranged unit bodies. And the end parts of the transverse rods of the arranged unit bodies are connected with the first connecting pieces of the transversely arranged unit bodies. The problems of high labor consumption, high material consumption, high construction operation difficulty and the like during traditional steel bar bracket construction can be solved.
本发明公开了一种厚大底板钢筋支架及其施工方法,所述的钢筋支架由多个单元体呈横竖拼接组成,所述的单元体呈倒三角形状,包括第一连接件和第二连接件,所述的第一连接件和第二连接件之间连接有立杆,所述的第一连接件的两侧延伸连接有横杆,所述的第二连接件通过两根斜撑杆与两根横杆的端部分别相连,其中横向设置的单元体的横杆端部与纵向设置的单元体的第一连接件相连,设置的单元体的横杆端部与横向设置的单元体的第一连接件相连。本发明可以解决传统钢筋支架施工时用工量大、消耗材料高,施工操作难度大等问题。
Thick and large bottom plate steel bar support and construction method thereof
The invention discloses a thick and large bottom plate reinforcing steel bar support and a construction method thereof.The reinforcing steel bar support is formed by transversely and vertically splicing a plurality of unit bodies, each unit body is in an inverted triangle shape and comprises a first connecting piece and a second connecting piece, a vertical rod is connected between the first connecting piece and the second connecting piece, and the vertical rod is connected with the first connecting piece and the second connecting piece. The two sides of the first connecting piece are connected with transverse rods in an extending mode, the second connecting piece is connected with the ends of the two transverse rods through two inclined supporting rods respectively, and the ends of the transverse rods of the transversely-arranged unit bodies are connected with the first connecting pieces of the longitudinally-arranged unit bodies. And the end parts of the transverse rods of the arranged unit bodies are connected with the first connecting pieces of the transversely arranged unit bodies. The problems of high labor consumption, high material consumption, high construction operation difficulty and the like during traditional steel bar bracket construction can be solved.
本发明公开了一种厚大底板钢筋支架及其施工方法,所述的钢筋支架由多个单元体呈横竖拼接组成,所述的单元体呈倒三角形状,包括第一连接件和第二连接件,所述的第一连接件和第二连接件之间连接有立杆,所述的第一连接件的两侧延伸连接有横杆,所述的第二连接件通过两根斜撑杆与两根横杆的端部分别相连,其中横向设置的单元体的横杆端部与纵向设置的单元体的第一连接件相连,设置的单元体的横杆端部与横向设置的单元体的第一连接件相连。本发明可以解决传统钢筋支架施工时用工量大、消耗材料高,施工操作难度大等问题。
Thick and large bottom plate steel bar support and construction method thereof
一种厚大底板钢筋支架及其施工方法
LUO GUANGXIANG (Autor:in) / HU ZHENYA (Autor:in) / ZHAO DINGJI (Autor:in) / XIE ZELING (Autor:in) / WANG DAXIN (Autor:in)
04.04.2023
Patent
Elektronische Ressource
Chinesisch
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