CN204531008U - A kind of beam column of steel structure assembling friction energy dissipation node apparatus - Google Patents

A kind of beam column of steel structure assembling friction energy dissipation node apparatus Download PDF

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Publication number
CN204531008U
CN204531008U CN201520176320.2U CN201520176320U CN204531008U CN 204531008 U CN204531008 U CN 204531008U CN 201520176320 U CN201520176320 U CN 201520176320U CN 204531008 U CN204531008 U CN 204531008U
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CN
China
Prior art keywords
type
energy dissipation
steel
friction energy
column
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520176320.2U
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Chinese (zh)
Inventor
张守龙
陶翔
罗琴
高金贺
柴新军
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East China Institute of Technology
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East China Institute of Technology
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Priority to CN201520176320.2U priority Critical patent/CN204531008U/en
Application granted granted Critical
Publication of CN204531008U publication Critical patent/CN204531008U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of beam column of steel structure assembling friction energy dissipation node apparatus, it relates to steel-structure beam-column node field, it comprises H type post, H type beam, angle steel, bolt, friction energy dissipation plate, high-strength bolt, the edge of a wing, the top place of H type post and H type beam is provided with angle steel, and the two ends of angle steel are fixedly mounted on the side, top of type post and H type beam respectively by bolt, the edge of a wing, the bottom place of type post and H type beam is provided with friction energy dissipation plate, and the two ends of friction energy dissipation plate are fixedly mounted on the side, bottom of type post and H type beam respectively by high-strength bolt.It, by the function of steel construction bean column node component and energy-dissipating and shock-absorbing device being integrated in one, namely realizing joint structure and energy-dissipating and shock-absorbing function integration, in turn saves the space of building structure, can not produce the impact on agent structure additional bearer power.

Description

A kind of beam column of steel structure assembling friction energy dissipation node apparatus
Technical field:
The utility model relates to a kind of beam column of steel structure assembling friction energy dissipation node apparatus, belongs to steel-structure beam-column node technical field.
Background technology:
Steel-structure beam-column node consists predominantly of three classes: be rigidly connected, varied rigid link and being articulated and connected; Wherein be rigidly connected the most general, have very high rotational stiffness, main employing is welded to connect, but has the example of brittle fracture in seismic damage in the past; Varied rigid link Application comparison is few, and its reason is difficult design, is difficult to grasp its rigidity Design principle; Be hinged on domestic application fewer; Above-mentioned three types node does not have energy-dissipating and shock-absorbing function.
The damper of current passive energy-dissipating and shock-absorbing technology is all that additional accessory structure realizes energy-dissipating and shock-absorbing function in main frame structure substantially, although energy-dissipating and shock-absorbing is respond well, but need installing space, affect the using function of building structure, complicated construction technique, long in time limit, and while energy dissipating, add the impact on agent structure additional bearer power.
Utility model content:
For the problems referred to above, the technical problems to be solved in the utility model is to provide a kind of beam column of steel structure assembling friction energy dissipation node apparatus.
A kind of beam column of steel structure assembling friction energy dissipation node apparatus of the present utility model, it comprises H type post, H type beam, angle steel, bolt, friction energy dissipation plate, high-strength bolt, the edge of a wing, the top place of H type post and H type beam is provided with angle steel, and the two ends of angle steel are fixedly mounted on the side, top of type post and H type beam respectively by bolt, the edge of a wing, the bottom place of type post and H type beam is provided with friction energy dissipation plate, and the two ends of friction energy dissipation plate are fixedly mounted on the side, bottom of type post and H type beam respectively by high-strength bolt.
As preferably, it is absorb tectonic comparison by friction plate that described friction energy dissipation plate can realize column joints deformation.
The beneficial effects of the utility model: it is by being integrated in one the function of steel construction bean column node component and energy-dissipating and shock-absorbing device, namely joint structure and energy-dissipating and shock-absorbing function integration is realized, in turn save the space of building structure, the impact on agent structure additional bearer power can not be produced.
Accompanying drawing illustrates:
For ease of illustrating, the utility model is described in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is that the A-A of Fig. 1 is to sectional view.
1-H type post; 2-H type beam; 3-angle steel; 4-bolt; 5-friction energy dissipation plate; 6-high-strength bolt.
Detailed description of the invention:
As Fig. 1, shown in Fig. 2, this detailed description of the invention is by the following technical solutions: it comprises H type post 1, H type beam 2, angle steel 3, bolt 4, friction energy dissipation plate 5, high-strength bolt 6, H type post 1 is provided with angle steel 3 with the edge of a wing, the top place of H type beam 2, and the two ends of angle steel 3 are fixedly mounted on the side, top of type post 1 and H type beam 2 respectively by bolt 4, type post 1 is provided with friction energy dissipation plate 5 with the edge of a wing, the bottom place of H type beam 2, and the two ends of friction energy dissipation plate 5 are fixedly mounted on the side, bottom of type post 1 and H type beam 2 respectively by high-strength bolt 6.
Wherein, it is absorb tectonic comparison by friction plate that described friction energy dissipation plate 5 can realize column joints deformation.
This detailed description of the invention is by being integrated in one the function of steel construction bean column node component and energy-dissipating and shock-absorbing device, namely joint structure and energy-dissipating and shock-absorbing function integration is realized, in turn save the space of building structure, the impact on agent structure additional bearer power can not be produced.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.

Claims (1)

1. a beam column of steel structure assembling friction energy dissipation node apparatus, it is characterized in that: it comprises H type post (1), H type beam (2), angle steel (3), bolt (4), friction energy dissipation plate (5), high-strength bolt (6), H type post (1) is provided with angle steel (3) with the edge of a wing, the top place of H type beam (2), and the two ends of angle steel (3) are fixedly mounted on the side, top of type post (1) and H type beam (2) respectively by bolt (4), type post (1) is provided with friction energy dissipation plate (5) with the edge of a wing, the bottom place of H type beam (2), and the two ends of friction energy dissipation plate (5) are fixedly mounted on the side, bottom of type post (1) and H type beam (2) respectively by high-strength bolt (6).
CN201520176320.2U 2015-03-25 2015-03-25 A kind of beam column of steel structure assembling friction energy dissipation node apparatus Expired - Fee Related CN204531008U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520176320.2U CN204531008U (en) 2015-03-25 2015-03-25 A kind of beam column of steel structure assembling friction energy dissipation node apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520176320.2U CN204531008U (en) 2015-03-25 2015-03-25 A kind of beam column of steel structure assembling friction energy dissipation node apparatus

Publications (1)

Publication Number Publication Date
CN204531008U true CN204531008U (en) 2015-08-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520176320.2U Expired - Fee Related CN204531008U (en) 2015-03-25 2015-03-25 A kind of beam column of steel structure assembling friction energy dissipation node apparatus

Country Status (1)

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CN (1) CN204531008U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812365A (en) * 2017-02-17 2017-06-09 清华大学 Framework frcition damper and the frame joint with it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812365A (en) * 2017-02-17 2017-06-09 清华大学 Framework frcition damper and the frame joint with it

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150805

Termination date: 20160325