Fabricated RC structure beam-column connection joint convenient to maintain rapidly after earthquake

A beam-column connection and assembly technology, applied in protective buildings/shelters, earthquake resistance, building components, etc., can solve problems such as inability to perform rapid repairs, damage to beam-column joints, etc., and reduce the probability of serious structural damage , high degree of assembly, and good energy consumption

Active Publication Date: 2017-11-17
INST OF ENG MECHANICS CHINA EARTHQUAKE ADMINISTRATION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing prefabricated RC structure can basically guarantee no collapse under low-intensity earthquakes, mainly through the energy dissipation of the beam-hinge mechanism, but under hi

Method used

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  • Fabricated RC structure beam-column connection joint convenient to maintain rapidly after earthquake
  • Fabricated RC structure beam-column connection joint convenient to maintain rapidly after earthquake
  • Fabricated RC structure beam-column connection joint convenient to maintain rapidly after earthquake

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specific Embodiment approach 1

[0011] Specific implementation mode one: as Figure 1~Figure 3 As shown, the present invention discloses a prefabricated RC structure beam-column connection node that is convenient for rapid repair after an earthquake, including a pre-embedded steel part 1 for a column node, a pre-embedded steel part 2 for a beam node, a positioning steel plate 3 for a column end, and a beam end Positioning steel plate 4, column end ear plate 5, beam end ear plate 6, and two anti-buckling energy-dissipating components 8, the middle position of the column node pre-embedded steel part 1 is provided with a connecting protrusion 1-1, so The outer end of the connecting protrusion 1-1 is made into a cuboid, and the middle position of the end surface of the embedded steel part 2 of the beam node is provided with a connecting protrusion 2-1, and the shape of the connecting protrusion 2-1 is It is a cuboid, the column end positioning steel plate 3 and the beam end positioning steel plate 4 are all U-sh...

specific Embodiment approach 2

[0012] Specific implementation mode two: as figure 2 As shown, this embodiment is a further description of specific embodiment 1. The two anti-buckling energy-dissipating members 8 are both composed of a core plate 8-1 and a steel sleeve 8-2, and the two steel sleeves 8-2 The sleeves 8-2 are respectively slid and fitted in the middle of the corresponding core plates 8-1, and one end of the two core plates 8-1 respectively passes through the side of the corresponding column end positioning steel plate 3 and the side of the connecting protrusion 1-1. Two shear bolts 10 are detachably fixedly connected, and the other ends of the two core plates 8-1 are respectively connected to the side of the corresponding beam end positioning steel plate 4 and the side of the connecting protrusion 2-1 through two shear bolts 10. .

specific Embodiment approach 3

[0013] Specific implementation mode three: as image 3 As shown, this embodiment is a further description of the second specific embodiment. The two core plates 8-1 are rectangular steel plates, and the middle positions on both sides of each core plate 8-1 are symmetrically provided with grooves 8 -3, the two steel sleeves 8-2 are rectangular cylinders.

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Abstract

The invention discloses a fabricated RC structure beam-column connection joint convenient to maintain rapidly after an earthquake, and relates to fabricated RC structure connection joints. A column joint pre-buried steel piece is provided with a first connecting bulge, a beam joint pre-buried steel piece is provided with a second connecting bulge, a column end positioning steel plate is installed at the outer end of the first connecting bulge in a matched and buckling mode and fixedly connected through a plurality of pulling-resistant bolts, and a beam end positioning steel plate is installed at the outer end of the second connecting bulge in a matched and buckling mode and fixedly connected through a plurality of pulling-resistant bolts; and a column end lug plate is fixed to the column end positioning steel plate, a beam end lug plate is fixed to the beam end positioning steel plate, the column end lug plate is hinged to the beam end lug plate, one end of each buckling-proof dissipative member is detachably and fixedly connected with the column end positioning steel plate and the first connecting bulge, and the other end of each buckling-proof dissipative member is detachably and fixedly connected with the beam end positioning steel plate and the second connecting bulge. According to the fabricated RC structure beam-column connection joint convenient to maintain rapidly after the earthquake, a good energy-dissipating capacity is achieved, the probability of the situation that a structure is seriously injured is reduced when the earthquake intensity is relatively low, and replacing and maintaining can be conducted rapidly when the earthquake intensity is relatively high.

Description

technical field [0001] The invention relates to an assembled RC structure connection node, in particular to an assembled RC structure beam-column connection node which is convenient for rapid repair after an earthquake. Background technique [0002] In the past two decades, the rapid development of my country's construction industry has played an important role in stimulating the overall economy of our country. At present, my country's buildings generally adopt RC structures, that is, reinforced concrete structures. The traditional RC structure needs to follow the construction progress on site to carry out steel bar binding, concrete pouring, etc., and finally form an overall structure. On the one hand, the construction efficiency is low, and it is difficult to shorten the construction period. On the other hand, materials cannot be reused, which will generate a lot of construction waste. With the innovation and progress of construction technology, the emergence of prefabric...

Claims

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Application Information

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IPC IPC(8): E04B1/21E04B1/98E04H9/02
CPCE04B1/215E04H9/021E04H9/025
Inventor 左占宣李爽胡进军谢礼立
Owner INST OF ENG MECHANICS CHINA EARTHQUAKE ADMINISTRATION
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