CN109098281A - A kind of precast concrete beam column involvement binding structure and connection method - Google Patents
A kind of precast concrete beam column involvement binding structure and connection method Download PDFInfo
- Publication number
- CN109098281A CN109098281A CN201811153689.6A CN201811153689A CN109098281A CN 109098281 A CN109098281 A CN 109098281A CN 201811153689 A CN201811153689 A CN 201811153689A CN 109098281 A CN109098281 A CN 109098281A
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- capital
- column
- fitting
- sides
- involvement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of precast concrete beam column involvement binding structure and connection method, it includes beam side embedded part, pre embedded bolt, angle steel, rubber pad and the capital embedded part positioned at capital that the beam column, which does connection structure,；Wherein, the pre embedded bolt is fixedly connected with beam side embedded part, and pre embedded bolt is fixedly connected with beam side embedded part, and the pre embedded bolt positioned at beam two sides puts on and is welded to connect after rubber pad with nut and Bolted angle connection one, the angle steel and capital built-in fitting；It is provided with screw rod on the capital built-in fitting, beam-ends two sides is passed through and reserves perforated holes, be connected with anchoring.The present invention is connected by screw bolts and is welded to connect shared mode, beam column can be effectively and reliably linked as entirety without poured in place concrete, greatly improve construction efficiency and economic benefit, and meet engineering design requirements.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of precast concrete beam column involvement binding structure and connections
Method.
Background technique
Using dry connection type scene, only assembly does not pour assembled architecture, compares wet connection mode, dramatically mentions
Industrialization degree has been risen, has saved the construction time, and easy for construction, has saved manpower, while consuming in bearing capacity, ductility and energy
Dissipating performance etc. can achieve the cast-in-place effect of even more than node, can be widely applied to various assembled architecture constructions
Cast-in-place node is to carry out node concrete again at the scene after the component conveying to building site that is prefabricated in the factory and pour to be allowed to be linked as
It is whole.But cast-in-place node there is a problem of it is following: that there is on-site wet operation amounts in practical projects is big, worker's labour is strong
The inevitable disadvantages such as degree is big, complex procedures, noise disturb residents, long construction period.
Summary of the invention
In order to solve the problems in the prior art, the present invention provides a kind of precast concrete beam column involvement binding structure and companies
Method is connect, be connected by screw bolts and is welded to connect shared mode, it can beam column is effectively reliable without poured in place concrete
Ground is linked as entirety, greatly improves construction efficiency and economic benefit, and meet engineering design requirements.The present invention is especially by such as
Lower technical solution is realized:
A kind of beam column built from concrete processed does connection structure, including beam side embedded part, pre embedded bolt, angle steel, rubber pad and is located at capital
Capital embedded part；Wherein, the pre embedded bolt is fixedly connected with beam side embedded part, and the rubber pad, angle steel are covered on one side described
Pre embedded bolt is put on, and the rubber pad is clipped among one side of beam side embedded part and angle steel, is closely connect by nut with angle steel；Institute
The another side for stating angle steel is welded to connect by welding and the capital built-in fitting.
As a further improvement of the present invention, it is provided with screw rod on the capital built-in fitting, it is reserved passes through beam-ends two sides
Perforated holes are connected with anchoring.
As a further improvement of the present invention, the spiral shell for being bolted anchoring and specially being constructed with hassock plate and double nut
It tethers and connects anchoring.
On the other hand, the present invention also provides a kind of precast concrete beam column involvement connection methods, comprising: pre embedded bolt with
Beam side embedded part is fixedly connected, and the pre embedded bolt positioned at beam two sides is put on after rubber pad with nut and Bolted angle connection one, institute
It states angle steel and capital built-in fitting is welded to connect；It is provided with screw rod on the capital built-in fitting, reserves and runs through across beam-ends two sides
Hole is connected with anchoring.
As a further improvement of the present invention, when central sill and column involvement connect, beam two sides be respectively adopted 2 described in beam column
Dry connection structure, intermediate capital use and are provided with screw rod on the capital built-in fitting, reserve and run through across beam-ends two sides
Hole is connected with anchoring.
As a further improvement of the present invention, when side bar and column involvement connect, beam side uses 2 beam columns and does connection structure,
Intermediate capital uses and is provided with screw rod on the capital built-in fitting, passes through beam-ends two sides and reserves perforated holes, uses bolt
Connection anchoring.
As a further improvement of the present invention, when high-low bay central sill and column involvement connect, beam side uses 2 beam column involvements and connects
Structure, intermediate capital use and are provided with screw rod on the capital built-in fitting, pass through beam-ends two sides and reserve perforated holes, use
It is bolted anchoring.
As a further improvement of the present invention, single T beam sides involvement connects using inverted T-shaped.
As a further improvement of the present invention, the portion's involvement of single T back, which connects, does not have to consider that temperature is flexible.
The beneficial effects of the present invention are: precast concrete beam column involvement binding structure of the invention and connection method, have such as
Lower advantage: 1, can be avoided the inherent shortcoming of cast-in-place connection；2, the extensive application of dry type connection can be improved the industrialization of building
Degree is conducive to improve production efficiency and economy, is following developing direction；3, the invention is easy for construction, and working performance is good
It is good, it can large-scale application in practical projects.
Detailed description of the invention
Fig. 1 (a) is using central sill and column connection structure diagram of the invention；
Fig. 1 (b) is the sectional view of A-A in Fig. 1 (a)；
Fig. 2 (a) is using side bar and column connection structure diagram of the invention；
Fig. 2 (b) is the sectional view of B-B in Fig. 2 (a)；
Fig. 3 (a) is using high-low bay central sill and column connection structure diagram of the invention；
Fig. 3 (b) is the sectional view of C-C in Fig. 3 (a)；
Fig. 3 (c) is the sectional view of D-D in Fig. 3 (a)；
Wherein, 1 is precast concrete beam column involvement binding structure, and 2 be beam side embedded part, and 3 be bolt, and 4 be angle steel, and 5 be rubber pad, 6
It is double nut for capital embedded part, 7,8 be hassock plate.
Specific embodiment
The present invention is further described for explanation and specific embodiment with reference to the accompanying drawing.
The beam column that beam-to-column joint structure of the invention is connected is factory-made component, can be used for workshop, public building
Or civil buildings.
Beam column of the invention does connection structure (1), including beam side embedded part (2), pre embedded bolt (3), angle steel (4), rubber pad
(5) and the capital embedded part (6) positioned at capital；Wherein, pre embedded bolt (3) is fixedly connected with beam side embedded part (2), is located at beam two sides
The pre embedded bolt (3) put on rubber pad after (5) be integrally connected with nut and angle steel (4), the angle steel (4) and capital are pre-
Embedded part (6) is welded to connect.
As shown in Fig. 1 (a), central sill is done connection structure using beam column of the invention with column and is attached, and beam two sides are adopted respectively
Connection structure is done with 2 beam columns, intermediate capital uses and is provided with screw rod on the capital built-in fitting, passes through beam-ends two
Perforated holes are reserved in side, are connected with anchoring.Fig. 1 (b) is the sectional view of A-A in Fig. 1 (a), here it is apparent that the present invention
Beam column do connection structure (1) construction.
As shown in Figure 2 (a), side bar is done connection structure using beam column of the invention with column and is attached, and beam side uses 2
Beam column does connection structure, and intermediate capital uses and is provided with screw rod on the capital built-in fitting, and it is reserved to pass through beam-ends two sides
Perforated holes are connected with anchoring.Fig. 2 (b) is the sectional view of B-B in Fig. 2 (a), here it is apparent that beam column of the invention
The construction of dry connection structure (1).
As shown in Fig. 3 (a), high-low bay central sill is done connection structure using beam column of the invention with column and is attached, beam two sides
2 beam columns have been respectively adopted and have done connection structure.Fig. 3 (b) is the sectional view of C-C in Fig. 3 (a), and intermediate capital is used in institute
It states and is provided with screw rod on the built-in fitting of capital, pass through beam-ends two sides and reserve perforated holes, constructed with hassock plate (8) and double nut (7)
Bolt connection.Fig. 3 (c) is the sectional view of D-D in Fig. 3 (a), here it is apparent that beam column of the invention does connection structure
(1) construction.
Wherein, it is in order to play the role of preventing roll stable, and as T plate that single T beam sides involvement, which connects using inverted T-shaped,
Support.The portion's involvement of single T back, which connects, can not have to consider that temperature is flexible, because small variations adjusting can be carried out at any time.
Those skilled in the art of the present technique have been appreciated that in the present invention the various operations crossed by discussion, method, in process
Steps, measures, and schemes can be replaced, changed, combined or be deleted.Further, each with having been crossed by discussion in the present invention
Kind of operation, method, other steps, measures, and schemes in process may also be alternated, changed, rearranged, decomposed, combined or deleted.
Further, in the prior art to have and the step in various operations, method disclosed in the present invention, process, measure, scheme
It may also be alternated, changed, rearranged, decomposed, combined or deleted.
The above description is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all utilizations
Equivalent structure or equivalent flow shift made by description of the invention and accompanying drawing content is applied directly or indirectly in other correlations
Technical field, be included within the scope of the present invention.
For those skilled in the art, without departing from the inventive concept of the premise, several letters can also be made
Single deduction or replace, all shall be regarded as belonging to protection scope of the present invention.
Claims (9)
1. a kind of precast concrete beam column involvement binding structure, it is characterised in that: the beam column do connection structure include beam side embedded part,
Pre embedded bolt, angle steel, rubber pad and the capital embedded part positioned at capital；Wherein, the pre embedded bolt and the fixed company of beam side embedded part
Connect, the rubber pad, angle steel cover on one side the pre embedded bolt set on, the rubber pad is clipped in the one of beam side embedded part and angle steel
Among side, closely it is connect by nut with angle steel；The another side of the angle steel is connected by welding and capital built-in fitting welding
It connects.
2. beam column according to claim 1 does connection structure, it is characterised in that: be provided with spiral shell on the capital built-in fitting
Bar passes through beam-ends two sides and reserves perforated holes, is connected with anchoring.
3. beam column according to claim 2 does connection structure, it is characterised in that: described to be bolted anchoring specially with thick
Backing plate is connected with the bolt that double nut constructs.
4. a kind of precast concrete beam column involvement connection method, it is characterised in that: the method is used as claim 1-3 is any
Beam column described in does connection structure, which comprises pre embedded bolt is fixedly connected with beam side embedded part, the institute positioned at beam two sides
It states after pre embedded bolt puts on rubber pad and is welded to connect with nut and Bolted angle connection one, the angle steel and capital built-in fitting；Institute
It states and is provided with screw rod on the built-in fitting of capital, pass through beam-ends two sides and reserve perforated holes, be connected with anchoring.
5. according to the method described in claim 4, it is characterized by: beam two sides have been respectively adopted 2 when central sill and column involvement connect
The beam column does connection structure, and intermediate capital uses and is provided with screw rod on the capital built-in fitting, passes through beam-ends two
Perforated holes are reserved in side, are connected with anchoring.
6. according to the method described in claim 4, it is characterized by: it is dry that beam side uses 2 beam columns when side bar and column involvement connect
Connection structure, intermediate capital use and are provided with screw rod on the capital built-in fitting, pass through beam-ends two sides and reserve through hole
Hole is connected with anchoring.
7. according to the method described in claim 4, it is characterized by: beam side uses 2 when high-low bay central sill and column involvement connect
Beam column does connection structure, and intermediate capital uses and is provided with screw rod on the capital built-in fitting, and it is reserved to pass through beam-ends two sides
Perforated holes are connected with anchoring.
8. according to the method described in claim 4, it is characterized by: list T beam sides involvement connects using inverted T-shaped.
9. according to the method described in claim 4, it is characterized by: list T back portion's involvement, which connects, does not have to consider that temperature is flexible.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811153689.6A CN109098281A (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure and connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811153689.6A CN109098281A (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure and connection method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109098281A true CN109098281A (en) | 2018-12-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811153689.6A Pending CN109098281A (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure and connection method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723144A (en) * | 2019-01-09 | 2019-05-07 | 深汕特别合作区盛腾科技工业园有限公司 | A kind of precast concrete column does connection structure and method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203307937U (en) * | 2013-05-31 | 2013-11-27 | 上海嘉实（集团）有限公司 | Concrete column and steel beam rigidity node construction |
| CN206815520U (en) * | 2017-03-31 | 2017-12-29 | 中民筑友科技投资有限公司 | A kind of connecting node of prefabricated post and precast beam |
| CN108018944A (en) * | 2017-12-26 | 2018-05-11 | 沈阳建筑大学 | Assembled beam-column connecting node and its installation method |
| CN208934110U (en) * | 2018-09-30 | 2019-06-04 | 田间 | A kind of precast concrete beam column involvement binding structure |
-
2018
- 2018-09-30 CN CN201811153689.6A patent/CN109098281A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203307937U (en) * | 2013-05-31 | 2013-11-27 | 上海嘉实（集团）有限公司 | Concrete column and steel beam rigidity node construction |
| CN206815520U (en) * | 2017-03-31 | 2017-12-29 | 中民筑友科技投资有限公司 | A kind of connecting node of prefabricated post and precast beam |
| CN108018944A (en) * | 2017-12-26 | 2018-05-11 | 沈阳建筑大学 | Assembled beam-column connecting node and its installation method |
| CN208934110U (en) * | 2018-09-30 | 2019-06-04 | 田间 | A kind of precast concrete beam column involvement binding structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723144A (en) * | 2019-01-09 | 2019-05-07 | 深汕特别合作区盛腾科技工业园有限公司 | A kind of precast concrete column does connection structure and method |
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