Prefabricated steel plate composite wall with steel bar trusses
A reinforced truss and combined wall technology, which is applied to walls, building components, buildings, etc., can solve the problems that the assembly quality of vertical components is not easy to guarantee, the transportation and installation problems are easy to exist, and the promotion of steel structure housing is restricted, and the structure is simple, The effect of convenient construction and simple construction
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Embodiment 1
[0029] Such as Figure 1~3 Shown, it is a kind of prefabricated steel plate composite wall with steel bar truss of the present invention, in the present embodiment, the prefabricated steel plate composite wall with steel bar truss is in-line shape, and it comprises skeleton and concrete 5, and skeleton is mainly made of the steel plate that is positioned at both sides 1. The end plate 3 and the steel truss 2 are composed. The thickness of the steel plate 1 is 4-12 mm. The thickness is determined according to the calculation requirements. Usually, it mainly bears the horizontal load and fills the concrete within the constraint. The end plates 3 are connected by equal-strength groove welding to the two ends of the steel plate 1 to form a pouring cavity, and the steel bar truss 2 is arranged in the pouring cavity. The steel bar truss 2 is composed of several truss units arranged at intervals along the length direction of the wall. The truss unit is composed of two vertical ribs 6...
Embodiment 2
[0033] Such as Figure 4 As shown, the difference between this embodiment and Embodiment 1 is that the prefabricated steel plate composite wall with steel bar truss is L-shaped, and the prefabricated steel plate composite wall with steel bar truss includes a longitudinal wall 10 and a transverse wall 11. No steel bar truss is set in the junction of the body 10 and the transverse wall 11, the inner end of the longitudinal wall 10 is connected to the inner steel plate 1 at the inner end of the transverse wall 11, and an end The plates 3, 12, the pair of end plates respectively correspond to the pair of steel plates 1 of the longitudinal wall 10 so as to form a closed area 13 at the junction.
Embodiment 3
[0035] Such as Figure 5 As shown, the difference between this embodiment and Embodiment 1 is that the prefabricated steel plate composite wall with steel bar truss is T-shaped, and the prefabricated steel plate composite wall with steel bar truss includes a longitudinal wall 14 and a transverse wall 15. There is no steel bar truss in the junction of the body 14 and the transverse wall 15, the inner end of the longitudinal wall 14 is connected to the inner steel plate 1 in the middle of the transverse wall 15, and a pair of end plates 16, 17 are arranged in the transverse wall 15 , the pair of end plates 16, 17 respectively correspond to the pair of steel plates 1 of the longitudinal wall 14 to form a closed area 18 at the junction.
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