Horizontal annular steel bar connecting component for precast concrete components and construction method
A prefabricated concrete and horizontal ring technology, which is applied in building structures, buildings, etc., can solve the problems that affect the wide application of prefabricated concrete structures, the connection performance is not easy to guarantee, the connection procedure is complicated, etc. The effect of strong relationships
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Examples
Embodiment 1
[0022] The prefabricated concrete component horizontal ring bar connection component comprises: a prefabricated concrete component body 1, the component body 1 is pre-embedded with one-to-one corresponding steel bars for horizontal connection with each other in the horizontal direction, and the steel bars are exposed The part is semi-circular, and the one-to-one corresponding steel bars have upper rib 2 and lower rib 3, the exposed part of the upper rib is bent downward by 90 degrees, and the exposed part of the lower rib is bent upward 90 degrees, the pre-embedded end 4 of the steel bar is fully anchored in the prefabricated concrete member, and the ring-shaped steel bar 5 is placed above the one-to-one corresponding steel bar, and inserted between the corresponding steel bar and the ring-shaped steel bar Longitudinal steel bar 6.
[0023] Said prefabricated concrete component horizontal ring bar connecting member, the semi-ring part of the corresponding steel bar is lapped w...
Embodiment 2
[0027] The construction method of horizontal ring reinforcement connection of precast concrete components, the connection method of horizontal ring reinforcement of precast concrete components, the prefabricated concrete components are pre-embedded one-to-one corresponding semi-ring steel bars with 90-degree bending of the upper and lower ribs, and their prefabricated The buried end is fully anchored in the prefabricated concrete component to fully anchor the exposed semi-circular steel precast concrete component body, and the corresponding pre-embedded bent semi-circular steel bar is placed on the upper part after being straightened on site. The semi-circular steel bars are handed over to each other, and a certain handover gap is reserved between them. Longitudinal steel bars are inserted into the handover space. After that, the formwork is supported on the front and rear sides of the joint, and concrete is poured from the upper part. After curing, the two prefabricated concret...
Embodiment 3
[0029] According to the construction method of horizontal ring reinforcement connection of precast concrete members described in embodiment 1 or 2, there is a pre-embedded semi-ring corresponding to each other, bent at 90 degrees up and down, and its pre-embedded end is fully anchored and exposed in the precast concrete member. The body of the prefabricated concrete member with shaped steel bars, the corresponding pre-embedded bent semi-annular steel bars are placed on the upper part after being straightened on site, and welded ring-shaped steel bars are placed on the upper part, and the embedded semi-annular steel bars on both sides are handed over to each other. There is a certain handover gap. Longitudinal steel bars are inserted into the handover gap. After that, the formwork is supported on the front and rear sides of the joint, and concrete is poured from the top. After curing, the two precast concrete components are connected into a whole. In order to enhance the connect...
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Description
Claims
Application Information
- IPC
- E04B1/38; E04B1/41
- Inventors
- 刘文清; 闫红缨
