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Prefabricated concrete beam-column joint using medium-strength prestressed tendons

A medium-strength prestressed tendon and prefabricated concrete technology, which is applied in the direction of construction and building structure, can solve the problems of inconspicuous application advantages, inconvenient construction and insufficient applicability, and achieve the reduction of beam cross-section or steel consumption and the construction efficiency. The effect of reducing difficulty and reducing complexity

Active Publication Date: 2016-06-01
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Most of the above prefabricated frame beam-column joint connection technologies have problems such as insufficient applicability and inconvenient construction, which makes the application advantages of prefabricated prestressed concrete assembly integral frame structures not obvious

Method used

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  • Prefabricated concrete beam-column joint using medium-strength prestressed tendons
  • Prefabricated concrete beam-column joint using medium-strength prestressed tendons

Examples

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Embodiment Construction

[0016] Below in conjunction with specific embodiment, and with reference to accompanying drawing, the present invention will be further described:

[0017] figure 1 It is a schematic diagram of the connection of prefabricated concrete beam-column joints adopting medium-strength prestressed tendons of the present invention, and figure 2 corresponding figure 1 Sectional view of the precast concrete beam and the upper part of the composite beam in the cast-in-place area. like figure 1 , figure 2 As shown, the precast concrete beam-column joints using medium-strength prestressed tendons include precast concrete beam 1, the upper part of the composite beam cast-in-place area 2, medium-strength prestressed tendons 3, precast concrete columns 4, post-cast section 5 in the joint area, Ordinary stressed steel bar 6 at the top of the beam and longitudinal steel bar 7 inside the column. figure 1 Among them, the bottom of the precast concrete beam 1 is only equipped with medium-str...

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PUM

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Abstract

The invention discloses a prefabricated concrete beam-column joint using medium-strength prestressed tendons. The joint comprising a prefabricated concrete beam, a prefabricated concrete column, medium-strength prestressed tendons, a joint area post-cast section, beam-top common stressed rebars and intra-column vertical rebars. The bottom of the beam is provided with only the medium-strength prestressed bars that extend out of the beam end and are bent up after passing through the midline of the prefabricated column to form hooks, reliably anchored to a joint core area, and the prefabricated concrete beam-column joint is formed with the prefabricated concrete beam and column through post-cast concrete. The invention reduces production and construction difficulty, decreases the sectional height and steel usage of the prefabricated concrete beam and ensures integrity and aseismic performance of the beam-column joint.

Description

technical field [0001] The invention relates to a prefabricated concrete beam-column node connection structure using medium-strength prestressed tendons, and belongs to the technical field of civil engineering prefabricated concrete structures. Background technique [0002] The frame structure is mainly constructed of beams, columns and beam-column joints, which is the most widely used structural form in construction engineering. The prefabricated prestressed concrete assembled monolithic frame structure meets the requirements of "building industrialization, housing industrialization" and green building. This type of structural system has the advantages of fast construction speed, low environmental pollution, guaranteed quality, and good durability. features. [0003] The core technology of precast prestressed concrete assembly integral frame structure is the joint connection structure form of precast concrete beams and precast concrete columns, and its quality directly af...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/21E04B1/22
CPCE04B1/21E04B1/22
Inventor 冯健陈耀蔡建国张晋
Owner SOUTHEAST UNIV
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