CN208934110U - A kind of precast concrete beam column involvement binding structure - Google Patents
A kind of precast concrete beam column involvement binding structure Download PDFInfo
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- CN208934110U CN208934110U CN201821607508.8U CN201821607508U CN208934110U CN 208934110 U CN208934110 U CN 208934110U CN 201821607508 U CN201821607508 U CN 201821607508U CN 208934110 U CN208934110 U CN 208934110U
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- angle steel
- embedded part
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Abstract
The utility model provides a kind of precast concrete beam column involvement binding structure, and 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 utility model 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 utility model relates to technical field of building construction more particularly to a kind of precast concrete beam column involvement binding structures.
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
It is linked as entirety.But cast-in-place node there is a problem of it is following: there is on-site wet operation amounts in practical projects big, Gong Renlao
The inevitable disadvantages such as fatigue resistance is big, complex procedures, noise disturb residents, long construction period.
Utility model content
In order to solve the problems in the prior art, the utility model provides a kind of precast concrete beam column involvement binding
Structure is connected by screw bolts and is welded to connect shared mode, beam column can be effectively and reliably connected without poured in place concrete
For entirety, construction efficiency and economic benefit are greatly improved, and meets engineering design requirements.The utility model 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
The capital embedded part of capital；Wherein, the pre embedded bolt is fixedly connected with beam side embedded part, and the rubber pad, angle steel cover on one side
The 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 connected by nut with angle steel
It connects；The another side of the angle steel is welded to connect by welding and the capital built-in fitting.
It is provided with screw rod on the capital built-in fitting as a further improvement of the utility model, passes through beam-ends two sides
Reserved perforated holes, are connected with anchoring.
It is described as a further improvement of the utility model, to be bolted anchoring specially with hassock plate and double nut construction
Bolt connection.
List T beam sides involvement as a further improvement of the utility model, connects using inverted T-shaped.
List T back portion's involvement, which connects, as a further improvement of the utility model, does not have to consider that temperature is flexible.
The beneficial effects of the utility model are: the precast concrete beam column involvement binding structure of the utility model and connection side
Method has the advantages that 1, can be avoided the inherent shortcoming of cast-in-place connection；2, the extensive application of dry type connection can be improved building
Industrialization degree, be conducive to improve production efficiency and economy, be following developing direction；3, the utility model construction party
Just, working performance is good, can large-scale application in practical projects.
Detailed description of the invention
Fig. 1 (a) is the central sill and column connection structure diagram using the utility model；
Fig. 1 (b) is the sectional view of A-A in Fig. 1 (a)；
Fig. 2 (a) is the side bar and column connection structure diagram using the utility model；
Fig. 2 (b) is the sectional view of B-B in Fig. 2 (a)；
Fig. 3 (a) is the high-low bay central sill and column connection structure diagram using the utility model；
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 be capital embedded part, and 7 be double nut, and 8 be hassock plate.
Specific embodiment
The present invention will be further described for explanation and specific embodiment with reference to the accompanying drawing.
The beam column that the beam-to-column joint structure of the utility model is connected is factory-made component, can be used for workshop, public
Building or civil buildings.
The beam column of the utility model does connection structure (1), including beam side embedded part (2), pre embedded bolt (3), angle steel (4), rubber
Rubber mat (5) and 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
(5) are integrally connected with nut and angle steel (4) after the pre embedded bolt (3) of two sides puts on rubber pad, the angle steel (4) and column
Built-in fitting (6) are pushed up to be welded to connect.
As shown in Fig. 1 (a), central sill is done connection structure using the beam column of the utility model with column and is attached, beam two sides point
Not Cai Yongliao 2 beam columns do connection structure, intermediate capital uses and is provided with screw rod on the capital built-in fitting, passes through beam
It holds two sides to reserve perforated holes, is connected with anchoring.Fig. 1 (b) is the sectional view of A-A in Fig. 1 (a), here it is apparent that this
The beam column of utility model does the construction of connection structure (1).
As shown in Fig. 2 (a), side bar is done connection structure using the beam column of the utility model with column and is attached, and beam side uses
2 beam columns do connection structures, and intermediate capital uses and on the capital built-in fitting is provided with screw rod, pass through beam-ends two sides
Reserved 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 this is practical new
The beam column of type does the construction of connection structure (1).
As shown in Fig. 3 (a), high-low bay central sill is done connection structure using the beam column of the utility model with column and is attached, beam
Two sides have been respectively adopted 2 beam columns and have done connection structure.Fig. 3 (b) is the sectional view of C-C in Fig. 3 (a), and intermediate capital uses
It is provided with screw rod on the capital built-in fitting, beam-ends two sides is passed through and reserves perforated holes, with hassock plate (8) and double nut (7)
The bolt of construction connects.Fig. 3 (c) is the sectional view of D-D in Fig. 3 (a), here it is apparent that the beam column of the utility model is dry
The construction of connection structure (1).
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 are appreciated that the various operations crossed by discussion in the utility model, method, process
In step, measure, scheme can be replaced, changed, combined or be deleted.Further, have in the utility model and begged for
It can also be replaced by other steps, measures, and schemes in various operations excessively, method, process, changed, reset, be decomposed, group
It closes or deletes.Further, it is in the prior art have in various operations, method disclosed in the utility model, process
Steps, measures, and schemes may also be alternated, changed, rearranged, decomposed, combined or deleted.
The above is only the preferred embodiment of the present invention, and therefore it does not limit the scope of the patent of the utility model,
Equivalent structure or equivalent flow shift made by using the description of the utility model and the drawings, is directly or indirectly transported
Used in other related technical areas, it is also included in the patent protection scope of the utility model.
For those skilled in the art, without departing from the concept of the premise utility, if can also make
Simple deduction or replace are done, all shall be regarded as belonging to the protection scope of the utility model.
Claims (5)
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. beam column according to claim 1 does connection structure, it is characterised in that: single T beam sides involvement connects using inverted T-shaped.
5. beam column according to claim 1 does connection structure, it is characterised in that: the portion's involvement of single T back, which connects, not to be had to consider temperature
Degree is flexible.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821607508.8U CN208934110U (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821607508.8U CN208934110U (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure |
Publications (1)
| Publication Number | Publication Date |
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| CN208934110U true CN208934110U (en) | 2019-06-04 |
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| CN201821607508.8U Active CN208934110U (en) | 2018-09-30 | 2018-09-30 | A kind of precast concrete beam column involvement binding structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098281A (en) * | 2018-09-30 | 2018-12-28 | 田间 | A kind of precast concrete beam column involvement binding structure and connection method |
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2018
- 2018-09-30 CN CN201821607508.8U patent/CN208934110U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098281A (en) * | 2018-09-30 | 2018-12-28 | 田间 | A kind of precast concrete beam column involvement binding structure and connection method |
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