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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- China
- Prior art keywords
- node
- precast
- 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
- 240000005158 Phaseolus vulgaris Species 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 210000003205 Muscles Anatomy 0.000 description 3
- 230000000875 corresponding Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 280000398338 Seismic companies 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 210000001503 Joints Anatomy 0.000 description 1
- 230000023298 conjugation with cellular fusion Effects 0.000 description 1
- 239000004035 construction materials Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000011257 shell materials Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000021037 unidirectional conjugation Effects 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
Abstract
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)
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 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620442296.7U CN205776734U (en) | 2016-05-15 | 2016-05-15 | A kind of assembly concrete connecting structure of beam column nodes |
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| Country | Link |
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| CN (1) | CN205776734U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 kind of prefabricated assembled RC concrete frame joint of pre-buried fashioned iron |
-
2016
- 2016-05-15 CN CN201620442296.7U patent/CN205776734U/en not_active IP Right Cessation
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 kind of prefabricated assembled RC concrete frame joint of pre-buried fashioned iron |
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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 |