Reinforcement cage containing high-strength concrete inclined column transferring node and construction method thereof
A technology of high-strength concrete and steel skeleton, which is applied in the direction of construction, building structure, and building material processing, can solve the problems of low bearing capacity, high cost, and difficulty in ensuring construction quality, so as to reduce project cost, simplify construction process, Guarantees the effect of ductility and bearing capacity
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specific Embodiment approach 1
[0008] Specific implementation mode 1: Combination Figure 1 ~ Figure 4 Explaining this embodiment, the high-strength concrete oblique column conversion node constrained by a reinforcing steel frame in this embodiment includes a steel plate mold 1, a steel frame 2 and a high-strength concrete 3. The steel plate mold 1 is composed of two channel steel plates 1-1, each The groove-type steel plate 1-1 includes groove-type vertical die piece 1-1-1, two groove-type horizontal die piece 1-1-2 and two groove-type inclined die piece 1-1-3, two groove type horizontal The die 1-1-2 is symmetrically arranged on the two side walls of the trough vertical die 1-1-1, and the grooves on the two trough horizontal die 1-1-2 and the trough vertical die 1-1 The grooves on -1 are in the same direction and communicate with each other. The two groove-shaped inclined die pieces 1-1-3 are located at the upper end of the groove-shaped vertical die piece 1-1-1, and the two groove-shaped inclined die piece...
specific Embodiment approach 2
[0010] Specific implementation manner two: combination Figure 1 ~ Figure 3 To illustrate this embodiment, each channel steel plate 1-1 of this embodiment also includes four bolt lug plates 1-1-4, and the outer side walls of two channel inclined die plates 1-1-3 are provided with One bolt lug plate 1-1-4, the other two bolt lug plates 1-1-4 are located under the two trough-shaped horizontal die pieces 1-1-2, and the other two bolt lug plates 1-1-4 are symmetrically arranged On the two side walls of the trough vertical mold piece 1-1-1. The other components and connection relationships are the same as in the first embodiment.
specific Embodiment approach 3
[0011] Specific implementation mode three: combination Figure 1 ~ Figure 3 This embodiment will be described. The construction method of the high-strength concrete oblique column conversion node that contains a steel frame restrained by this embodiment is described. The specific process of the construction method is as follows: firstly, the steel frame 2 is tied and formed; A channel steel plate 1-1 is supported, and the four bolt lugs 1-1-4 of the two channel steel plates 1-1 are fixed by bolts, and then along the seam of the two channel steel plates 1-1 Full butt welding makes the two channel steel plates 1-1 form a whole; finally, pour high-strength concrete 3 into the inner cavity of steel plate mold 1, and after curing and forming high-strength concrete 3 to reach the curing strength, steel plate mold 1, steel frame 2 And high-strength concrete 3 form a whole.
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