CN205776734U - A kind of assembly concrete connecting structure of beam column nodes - Google Patents
A kind of assembly concrete connecting structure of beam column nodes Download PDFInfo
- Publication number
- CN205776734U CN205776734U CN201620442296.7U CN201620442296U CN205776734U CN 205776734 U CN205776734 U CN 205776734U CN 201620442296 U CN201620442296 U CN 201620442296U CN 205776734 U CN205776734 U CN 205776734U
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- node
- shearing
- steel plate
- type steel
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- 239000004567 concrete Substances 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 5
- 244000046052 Phaseolus vulgaris Species 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
This utility model relates to the connection of the general building structure of strip building component, it is specially a kind of assembly concrete connecting structure of beam column nodes, this node connecting structure includes precast beam, prefabricated post and node connecting elements, it is characterized in that, described node connecting elements is shearing-type steel plate damper, the end plate at this shearing-type steel plate damper two, one piece fixing with described prefabricated post side is connected, another block is fixing with the end face of precast beam to be connected, and, the web of described shearing-type steel plate damper is perpendicular to horizontal plane.Node connecting structure described in the utility model has the connection of node, and to be independent of secondary cast-in-place, and node quality of connection is reliable, the advantage that anti-seismic performance is good.
Description
Technical field
This utility model relates to buildings in general structure, is particularly used for prefabricated assembled concrete structure
The connection of general structure component.
Background technology
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to me
The development of state's building industrialization, the raising production efficiency saving energy, development Green environmental-protection building, and favorably
In improving and ensureing construction engineering quality.In place of but fabricated construction self there is also some shortcomings.Prefabricated
The link position of assembly concrete frame structure is frequently located in position of joints, owing to having two in its work progress
Secondary cast-in-place, thus cause the switching performance of node poor compared with cast-in-place concrete structure, in level in earthquake
Be easily destroyed under the repeated action of load, it is difficult to meet in earthquake resistant design code the globality of frame structure and
Stability requirement.A large amount of seimic disaster census find that prefabricated assembled concrete structure connects the destruction of node point connection
The most serious.
For realizing " strong column and weak beam ", the failure mode of " the weak component of strong node ".Traditional fabricated construction leads to
The antidetonation of building structure post and bean column node is improved usually through the cross section and increase bean column node arrangement of reinforcement increasing post
Performance, but this is passive passive seismic countermeasures.There is following asking in the method for existing bean column node Aseismic Design
Topic: (1) bean column node arrangement of reinforcement too much causes reinforcing bar intensive, makes troubles to construction, and waste material；
(2) cross section increasing post makes the rigidity of post increase, and is unfavorable for the dissipation of seismic energy, even can put in earthquake
Violent earthquake effect, makes structure produce more serious destruction.
Authorization Notice No. is that the utility application of CN204850069U discloses that " a kind of assembled mixes
Solidifying civil engineering builds middle precast beam column connected node ", this connection node includes that precast beam, prefabricated post and node connect structure
Part, wherein, described node connects structure and includes reinforcing bar, sleeve and cast-in-place concrete；During assembling, described steel
Muscle is passed through the prefabricated post beam respectively with the precast beam of prefabricated post both sides and indulges muscle and be connected by sleeve, after mixing stirrup
Secondary cast-in-place concrete forms node connecting elements and prefabricated post is linked together with precast beam.Thus may be used
Knowing, above-mentioned connection node still have employed traditional type of attachment, and the join dependency secondary of beam column is cast-in-place, joint
Point position arrangement of reinforcement is intensive, causes constructing extremely difficult, and second pouring makes the link position of first after-pouring material easy
Produce crack so that the quality of connection of node is difficult to ensure that, affects anti-seismic performance and the stress performance of node.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of assembly concrete bean column node and connects knot
Structure, this node connecting structure has the connection of node, and to be independent of secondary cast-in-place, and node quality of connection is reliable, anti-
The advantage that shock stability is good.
This utility model solves the technical scheme of above-mentioned technical problem:
A kind of assembly concrete connecting structure of beam column nodes, this node connecting structure includes precast beam, prefabricated
Post and node connecting elements, it is characterised in that
Described node connecting elements is shearing-type steel plate damper, the end plate at this shearing-type steel plate damper two,
One piece fixing with described prefabricated post side is connected, and another block is fixed with the end face of precast beam and is connected, and, described
The web of shearing-type steel plate damper is perpendicular to horizontal plane.
Node connecting structure described in the utility model, wherein, described prefabricated post side and the end of precast beam
Face is equipped with built-in fitting, the end plate at described shearing-type steel plate damper two and described prefabricated post and precast beam
On built-in fitting be separately fixed at together.
The further improvement project of node connecting structure described in the utility model is, described built-in fitting divides
It is not provided with one group of connecting bolt, the end plate at described shearing-type steel plate damper two and described prefabricated post and in advance
Built-in fitting on beam processed is separately fixed at together by described connecting bolt.
This utility model has the advantages that
1, use shearing-type steel plate damper as node connecting elements, eliminate connect at node intensive and join
Muscle, it is to avoid secondary is cast-in-place so that assembling construction is the easiest, and the connection of node is the most reliable.
2, under small earthquake or weak wind are bestirred oneself and used, structure stratified deformation is less, and shearing-type steel plate damper is in
In the elastic working stage, certain additional stiffness can be provided to structure, ensure the stability of building structure；Greatly
Earthquake or high wind are bestirred oneself under use, and structure stratified deformation is relatively big, and antivibrator enters elastoplasticity working stage, utilizes
The shearing lag return deformation of web and flange inflection deform the energy of the outside input that dissipates, and can be effectively reduced
The earthquake response of structure.
Accompanying drawing explanation
Fig. 1～3 is the structural representation of a detailed description of the invention of node connecting structure described in the utility model
Figure, wherein, Fig. 1 is front view, and Fig. 2 is top view, and Fig. 3 is the A-A sectional view of Fig. 1.
Fig. 4～5 is the structural representation of node connecting structure another embodiment described in the utility model
Figure, wherein, Fig. 4 is front view, and Fig. 5 is top view, and Fig. 6 is the B-B sectional view of Fig. 4.
Detailed description of the invention
Example 1
Seeing Fig. 1 and 3, the node connecting structure in this example includes prefabricated post 1, precast beam 2 and as node
The shearing-type steel plate damper 3 of connecting elements.
Seeing Fig. 1 and 2, described shearing-type steel plate damper 3 includes that two end plates 3-1 and vertical folder are located at
Web 3-2 between two end plates 3-1；The both sides of described web 3-2 are provided with and are perpendicular to web 3-2 and end plate
The edge of a wing 3-3 of 3-1, is respectively provided on two sides with the rib 3-4 of two square crossings.
Seeing Fig. 1～3, described prefabricated post 1 and precast beam 2 is reinforced concrete structure.During prefabrication,
The position of described prefabricated post 1 side corresponding connection node is provided with built-in fitting, and this built-in fitting has one group and connects spiral shell
Bolt 4, threaded one of this group of connecting bolt 4 vertically passes the side that prefabricated post 1 is connected with precast beam 2.
The end of described precast beam 2 is again provided with built-in fitting, and this built-in fitting has one group of connecting bolt 4, and this group even
Threaded one of connecting bolt 4 vertically passes the end face that precast beam 2 is connected with prefabricated post 1.Described shearing-type
The two end plates 3-1 of steel plate damper 3 respectively with the position of described prefabricated post 1 side corresponding connection node and pre-
The end face of beam 2 processed is fixed together by connecting bolt 4.
Example 2
See Fig. 4～6, respectively in prefabricated post 1 when prefabricated post 1 in this example and precast beam 2 are prefabricated in the factory
Arranging built-in fitting with on precast beam 2, this built-in fitting is by the end plate 3-1 with described shearing-type steel plate damper 3
Connecting plate 5 and the embedded bar 6 extended from connecting plate 5 one side of mating shapes form, and described two
The connecting plate 5 of built-in fitting is respectively provided at position and the end of precast beam 2 of prefabricated post 1 side corresponding connection node
Face, the embedded bar 6 of described two built-in fittings is embedded in prefabricated post 1 and precast beam 2 body the most in advance.Described
The two end plates 3-1 of shearing-type steel plate damper 3 connecting plate 5 with two built-in fittings respectively welds together.
Claims (3)
1. an assembly concrete connecting structure of beam column nodes, this node connecting structure includes precast beam, pre-
Post processed and node connecting elements, it is characterised in that
Described node connecting elements is shearing-type steel plate damper, the end plate at this shearing-type steel plate damper two,
One piece fixing with described prefabricated post side is connected, and another block is fixed with the end face of precast beam and is connected, and, described
The web of shearing-type steel plate damper is perpendicular to horizontal plane.
A kind of assembly concrete connecting structure of beam column nodes the most according to claim 1, its feature exists
In, described prefabricated post side and the end face of precast beam are equipped with built-in fitting, described shearing-type steel plate damper
Together with the end plate at two is separately fixed at the built-in fitting in described prefabricated post and precast beam.
A kind of assembly concrete connecting structure of beam column nodes the most according to claim 2, its feature exists
In, described built-in fitting is respectively equipped with one group of connecting bolt, the end at described shearing-type steel plate damper two
Together with plate and the built-in fitting in described prefabricated post and precast beam are separately fixed at by described connecting bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620442296.7U CN205776734U (en) | 2016-05-15 | 2016-05-15 | A kind of assembly concrete connecting structure of beam column nodes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620442296.7U CN205776734U (en) | 2016-05-15 | 2016-05-15 | A kind of assembly concrete connecting structure of beam column nodes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776734U true CN205776734U (en) | 2016-12-07 |
Family
ID=57409794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620442296.7U Expired - Fee Related CN205776734U (en) | 2016-05-15 | 2016-05-15 | A kind of assembly concrete connecting structure of beam column nodes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776734U (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869159A (en) * | 2017-03-24 | 2017-06-20 | 北京恒通创新赛木科技股份有限公司 | Beam and foundation structure of building |
| CN106978853A (en) * | 2017-05-05 | 2017-07-25 | 哈尔滨工业大学深圳研究生院 | A kind of controllable steel node of prefabricated assembled concrete structural plasticity |
| CN107143034A (en) * | 2017-07-11 | 2017-09-08 | 上海应用技术大学 | A kind of assembly concrete frame structure beam column rigid connection node |
| CN107893479A (en) * | 2017-11-27 | 2018-04-10 | 广州大学 | A kind of prefabricated assembled concrete framework |
| CN107905363A (en) * | 2017-11-13 | 2018-04-13 | 湖南大学 | A kind of full assembly concrete beam column connector and beam-to-column joint method based on energy consumption part and shearing-resistant member |
| CN108867862A (en) * | 2018-08-14 | 2018-11-23 | 大连理工大学 | Post-tensioned unbonded prestressed precast concrete recoverable beam-column joints |
| CN109914590A (en) * | 2019-04-01 | 2019-06-21 | 广州大学 | A kind of prefabricated beam-column connection and its construction method |
| CN110206183A (en) * | 2019-06-20 | 2019-09-06 | 海南大学 | A kind of assembled Self-resetting X-type metal damper |
| CN110318478A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting assembly concrete girder construction |
| CN110409612A (en) * | 2019-06-27 | 2019-11-05 | 中国矿业大学 | A beam-column joint of prefabricated RC frame with embedded section steel |
| CN110528777A (en) * | 2019-09-10 | 2019-12-03 | 东南大学 | Anti-seismic structure between a kind of assembled beam |
| CN110629878A (en) * | 2019-09-01 | 2019-12-31 | 桂林理工大学 | A replaceable energy-dissipating connection device and construction method for beam-column joints |
| CN113047334A (en) * | 2021-03-23 | 2021-06-29 | 中铁第四勘察设计院集团有限公司 | Concrete prefabricated part transverse connection node and assembled underground station |
| CN114960935A (en) * | 2022-01-13 | 2022-08-30 | 甘肃农业大学 | Post-earthquake function recoverable PC frame beam-column connecting node |
| CN115126320A (en) * | 2022-05-24 | 2022-09-30 | 福建工程学院 | Assembled replaceable beam-column connecting node structure |
| CN116927338A (en) * | 2023-09-06 | 2023-10-24 | 广东电网有限责任公司广州供电局 | Adjustable connection structure of assembled beam column node |
-
2016
- 2016-05-15 CN CN201620442296.7U patent/CN205776734U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869159A (en) * | 2017-03-24 | 2017-06-20 | 北京恒通创新赛木科技股份有限公司 | Beam and foundation structure of building |
| CN106978853A (en) * | 2017-05-05 | 2017-07-25 | 哈尔滨工业大学深圳研究生院 | A kind of controllable steel node of prefabricated assembled concrete structural plasticity |
| CN107143034A (en) * | 2017-07-11 | 2017-09-08 | 上海应用技术大学 | A kind of assembly concrete frame structure beam column rigid connection node |
| CN107905363A (en) * | 2017-11-13 | 2018-04-13 | 湖南大学 | A kind of full assembly concrete beam column connector and beam-to-column joint method based on energy consumption part and shearing-resistant member |
| CN107893479A (en) * | 2017-11-27 | 2018-04-10 | 广州大学 | A kind of prefabricated assembled concrete framework |
| CN108867862A (en) * | 2018-08-14 | 2018-11-23 | 大连理工大学 | Post-tensioned unbonded prestressed precast concrete recoverable beam-column joints |
| CN108867862B (en) * | 2018-08-14 | 2023-09-05 | 大连理工大学 | Post-tensioned unbonded prestressed precast concrete recoverable beam column node |
| CN109914590A (en) * | 2019-04-01 | 2019-06-21 | 广州大学 | A kind of prefabricated beam-column connection and its construction method |
| CN110318478A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting assembly concrete girder construction |
| CN110206183A (en) * | 2019-06-20 | 2019-09-06 | 海南大学 | A kind of assembled Self-resetting X-type metal damper |
| CN110409612A (en) * | 2019-06-27 | 2019-11-05 | 中国矿业大学 | A beam-column joint of prefabricated RC frame with embedded section steel |
| CN110629878A (en) * | 2019-09-01 | 2019-12-31 | 桂林理工大学 | A replaceable energy-dissipating connection device and construction method for beam-column joints |
| CN110528777A (en) * | 2019-09-10 | 2019-12-03 | 东南大学 | Anti-seismic structure between a kind of assembled beam |
| CN113047334A (en) * | 2021-03-23 | 2021-06-29 | 中铁第四勘察设计院集团有限公司 | Concrete prefabricated part transverse connection node and assembled underground station |
| CN114960935A (en) * | 2022-01-13 | 2022-08-30 | 甘肃农业大学 | Post-earthquake function recoverable PC frame beam-column connecting node |
| CN115126320A (en) * | 2022-05-24 | 2022-09-30 | 福建工程学院 | Assembled replaceable beam-column connecting node structure |
| CN116927338A (en) * | 2023-09-06 | 2023-10-24 | 广东电网有限责任公司广州供电局 | Adjustable connection structure of assembled beam column node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20161207 Termination date: 20170515 |