Beam-column connecting joint based on steel strand mesh and embedded part
A beam-column connection and steel strand technology, which is applied to building components, building types, earthquake-proof and other directions, can solve the problems of inconvenient installation, low practicability, weak cooperation, etc., and achieves convenient installation, good seismic effect, and improved the effect of strength
Active Publication Date: 2021-01-29
安徽新基建有限公司
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Problems solved by technology
At the same time, the existing prefabricated connection node structure also has some disadvantages, such as low rigidity, weak coordination, low strength, inconvenient installation, and low practicability
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[0024] combined with Figure 1-6 , the specific embodiment of the present invention is described as follows:
[0025] Such as Figure 1-6 As shown, a beam-column connection node based on steel strand mesh and embedded parts, including prefabricated concrete column 1, concrete beam 2, corbel 3, L-shaped rubber shock-absorbing plate 4, L-shaped fastening plate 5, The corbel 3 is arranged on the side walls of both sides of the precast concrete column 1, the L-shaped rubber shock-absorbing plate 4 is arranged at the joint between the upper end surface of the corbel 3 and the precast concrete column 1, and the concrete beam 2 is provided with two, two One end of the concrete beam 2 is respectively arranged on the L-shaped rubber shock-isolating plate 4 , and the L-shaped fastening plate 5 is arranged at the joint between the concrete beam 2 and the L-shaped rubber shock-isolating plate 4 .
[0026] The corbel 3 and the precast concrete column 1 are integrally formed and fixed by ...
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The invention discloses a beam-column connecting joint based on a steel strand mesh and an embedded part. The beam-column connecting joint comprises a prefabricated concrete column, concrete beams, brackets, L-shaped rubber shock isolation plates and L-shaped fastening plates, the L-shaped rubber shock isolation plates are arranged at the joints of the upper end surface of the brackets and the prefabricated concrete column, one ends of the concrete beams are arranged on the L-shaped rubber shock isolation plates, and the L-shaped fastening plates are arranged at the joints of the concrete beams and the L-shaped rubber shock insulation plates; cylindrical blind holes and square blind holes are formed in the top end faces of the brackets, and damping components are arranged on one sides of the lower end faces of the concrete beams and installed in the cylindrical blind holes and the square blind holes; and stay cables are arranged on the concrete beams and the prefabricated concrete column. The beam-column connecting joint based on the steel strand meshes and the embedded parts is easy to assemble, convenient and fast to install and good in anti-seismic effect, the strength and deformation capacity of the beam-column joint are improved, the strength, integrity and collaboration of a beam column are improved, the comprehensive strength is high, and the practicability is high.
Description
technical field [0001] The invention relates to the technical field of building connection nodes, in particular to a beam-column connection node based on steel strand mesh and embedded parts. Background technique [0002] Prefabricated building structures are widely used at home and abroad because of their short construction period, fast production speed, good environmental protection performance, and high quality. Assembled concrete structure means that each component is processed according to the standard size, and then transported to the site for direct splicing into a building structure. Prefabricated concrete structure is one of the important directions for the development of my country's building structure. It is conducive to the development of my country's building industrialization, improving production efficiency and saving energy, developing green and environmentally friendly buildings, and is conducive to improving and ensuring the quality of construction projects...
Claims
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Patent Timeline
Login to View More IPC IPC(8): E04H9/02E04B1/20E04B1/21E04B1/98
CPCE04H9/021E04H9/025E04B1/20E04B1/21E04B1/98
Inventor 刘晓凤罗林森葛玄子余静王广桥
Owner 安徽新基建有限公司