Slurry-injection-free rib planting structure with expansion head and construction method thereof
A construction method and head-enlarging technology, applied in building construction, construction, etc., can solve problems such as injection of chemical glue, and achieve the effects of simple construction, reduced construction complexity, and increased stress area
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Embodiment 1
[0033] like Figure 1-2 As shown, a grouting-free planting bar structure with an expanding head and its construction method, including tie bars 3, also include embedded tubes 4 and embedded parts 2 that are pre-embedded in reinforced concrete 1 in sequence, and embedded parts The middle part of 2 has a round hole 21, and the round hole 21 communicates with the embedded tube 4 and is located on the same horizontal line. One end of the tie bar 3 is provided with an expanding head 31, and the expanding head 31 can slide in the embedded tube 4 and expand The diameter of the head 31 is larger than the diameter of the circular hole 21 .
[0034] Working principle: While laying reinforced concrete 1, the pre-embedded tube 4 and the embedded parts 2 with round holes 21 are pre-embedded in the reinforced concrete 1 in sequence, and the pre-embedded tube 4 is pre-embedded in the reinforced concrete 1 first, Then extend the enlarged head 31 with the tie bar 3 into the embedded tube 4, a...
Embodiment 2
[0037] like Figure 1-2 As shown, on the basis of the above-mentioned embodiments, this embodiment provides a preferred structure of the embedded part and the embedded cylinder. That is, the embedded part 2 is a pre-embedded slab, and the pre-embedded slab is vertically arranged, and the tie bars 3 are connected to the pre-embedded slab, and the pre-embedded slab is pre-embedded in the reinforced concrete 1, and the contact area between the pre-embedded slab and the reinforced concrete 1 is large. When the tie bars 3 are subjected to horizontal tension or vertical shear force, due to the transferability of the force, the stress area of the tie bars 3 is indirectly increased, so that the masonry structure and reinforced concrete 1 are connected more firmly; the pre-embedded tube 4 is a PVC plastic round pipe, which is durable, and the pre-embedded PVC plastic round pipe can provide a good sliding place for the enlarging head 31.
[0038] Preferably, the outer surface of the ...
Embodiment 3
[0042] like Figure 1-2 As shown, on the basis of Examples 1-2, this example provides a preferred structure that can further increase the firmness of the connection between the masonry structure and the reinforced concrete. That is, the side of the pre-embedded slab is connected with a plurality of anchor bars 5 extending into the reinforced concrete 1, and the tie reinforcement 3 is transmitted to the pre-embedded slab by the tension or shear force of the masonry structure, and the pre-embedded slab then transfers the tensile force to the pre-embedded slab. Or the shearing force is transmitted to the anchoring steel bar 5. Since the anchoring steel bar 5 is embedded in the reinforced concrete 1, the anchoring steel bar 5 can increase the anchoring capacity of the embedded slab, thereby further strengthening the connection between the masonry structure and the reinforced concrete 1. of firmness.
[0043] Preferably, the number of anchoring steel bars 5 on the same cross secti...
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