Beam joint structure for horizontal bending resistance of bolt-connected fully-assembled reinforced concrete wallboard
A technology for reinforced concrete and beam joints, which is applied in building structures, buildings, etc., can solve problems such as the inability to ensure the safety of large-span structures and complex structures, the difficulty in ensuring the construction accuracy of joint connections, and the inability to achieve reusability. Realize the effect of large space structure, meet seismic requirements, and be easy to make and install
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Embodiment 1
[0046] The invention provides a beam joint structure for bolt-connected fully-assembled reinforced concrete wall panels for horizontal bending resistance, including: a joint assembly part, a beam end steel plate 6, an anchoring structure and a connecting assembly; the joint assembly part and the anchoring structure The two sides of the steel plate 6 at the beam end are respectively welded to form a beam joint structure; the anchorage structure is prefabricated in the beam concrete; the two opposite beam joint structures are fixedly connected by connecting components to realize the large horizontal bending capacity of the fabricated reinforced concrete wall panel structure Connect the assembly.
[0047] The node assembly part includes: the lower horizontal connecting plate 7, the upper horizontal connecting plate 8, the middle horizontal connecting plate 9 and the vertical connecting plate 10; the vertical connecting plate 10 is welded on the outer wall of the beam end steel pla...
Embodiment 2
[0051] On the basis of Embodiment 1, the present invention also provides a beam joint structure for bolt-connected fully assembled reinforced concrete wall panels for horizontal bending resistance, including: joint assembly parts, beam end steel plates 6, anchoring structures and connecting components The node assembly part and the anchor structure are respectively welded and installed on both sides of the steel plate 6 at the beam end to form a beam node structure; the anchor structure is prefabricated in the beam concrete; two relative beam node structures are fixedly connected by connecting components to realize assembly Reinforced concrete wall panel structure horizontal large bending capacity connection assembly.
[0052] The node assembly part includes: the lower horizontal connecting plate 7, the upper horizontal connecting plate 8, the middle horizontal connecting plate 9 and the vertical connecting plate 10; the vertical connecting plate 10 is welded on the outer wall ...
Embodiment 3
[0056] On the basis of Embodiment 1, the present invention also provides a beam joint structure for bolt-connected fully assembled reinforced concrete wall panels for horizontal bending resistance, including: joint assembly parts, beam end steel plates 6, anchoring structures and connecting components The node assembly part and the anchor structure are respectively welded and installed on both sides of the steel plate 6 at the beam end to form a beam node structure; the anchor structure is prefabricated in the beam concrete; two relative beam node structures are fixedly connected by connecting components to realize assembly Reinforced concrete wall panel structure horizontal large bending capacity connection assembly.
[0057] The node assembly part includes: the lower horizontal connecting plate 7, the upper horizontal connecting plate 8, the middle horizontal connecting plate 9 and the vertical connecting plate 10; the vertical connecting plate 10 is welded on the outer wall ...
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