CN204728477U - A kind of steel concrete girder connection applying shaped steel anchoring piece - Google Patents
A kind of steel concrete girder connection applying shaped steel anchoring piece Download PDFInfo
- Publication number
- CN204728477U CN204728477U CN201520276467.9U CN201520276467U CN204728477U CN 204728477 U CN204728477 U CN 204728477U CN 201520276467 U CN201520276467 U CN 201520276467U CN 204728477 U CN204728477 U CN 204728477U
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- Prior art keywords
- anchoring piece
- shaped steel
- embedded part
- stirrup
- steel anchoring
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Abstract
The utility model discloses a kind of steel concrete girder connection applying shaped steel anchoring piece, comprise embedded part on beam, beam is provided with stirrup and shaped steel anchoring piece in beam in embedded part, stirrup horizontally set in beam, shaped steel anchoring piece to be longitudinally arranged on beam in embedded part; This steel concrete girder connection uses shaped steel anchoring piece to substitute embedded part dowel, and then jointly resist this region component shearing by stirrup in shaped steel anchoring piece and beam, effectively reduce the limb number of stirrup in reinforced concrete beam, on the shaped steel anchoring piece of this node and beam, embedded part can complete in factory process in addition, not only effectively solve the overstocked problem of node local reinforcing bar, and substantially reduce difficulty of construction, ensure that construction quality, accelerate construction speed.
Description
Technical field
The utility model relates to reinforced concrete member field, specifically a kind of steel concrete girder connection applying shaped steel anchoring piece.
Background technology
Reinforced concrete beam is the beam made by Reinforced Concrete Materials.Reinforced concrete beam both can be made isolated beam, also can form overall beam-board-like superstructure with armored concrete slab, or form overall single or multiple lift framework with reinforced concrete post.Reinforced concrete beam form is varied, and be supporting member the most basic in the engineering structures such as building construction, bridge construction, range of application is extremely wide.The dowel that existing steel concrete supports embedded part in bracing members node area is overstocked, not only badly influence the casting pounding quality of reinforced concrete beam inner concrete, and cause stirrup in beam basic without space colligation, have a strong impact on the construction quality of reinforced concrete post, even cannot complete construction when situation is serious, impact difficult to the appraisal is caused on the safety of total.
Utility model content
The purpose of this utility model is to provide a kind of steel concrete girder connection applying shaped steel anchoring piece, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model provides following technical scheme:
Apply a steel concrete girder connection for shaped steel anchoring piece, comprise embedded part on beam, beam is provided with stirrup and shaped steel anchoring piece in beam in embedded part, stirrup horizontally set in beam, shaped steel anchoring piece to be longitudinally arranged on beam in embedded part.
As further program of the utility model: in described beam, stirrup is altogether multiple, and to be longitudinally disposed on beam in embedded part.
Compared with prior art, the beneficial effects of the utility model are: 1, this steel concrete girder connection uses shaped steel anchoring piece to substitute embedded part dowel, and then jointly resist this region component shearing by stirrup in shaped steel anchoring piece and beam, effectively reduce the limb number of stirrup in reinforced concrete beam; 2, on the shaped steel anchoring piece of this this node and beam, embedded part can complete in factory process, not only effectively solves the problem that node local reinforcing bar is overstocked, and substantially reduces difficulty of construction, ensure that construction quality, accelerates construction speed; 3, this steel concrete girder connection is especially applicable to the bracing members bonding pad in large-sized reinforced concrete frame construction, can be widely used in the multiple industry such as electric power, Coal Chemical Industry, have good promotional value.
Accompanying drawing explanation
Fig. 1 is the structural representation of the steel concrete girder connection of application shaped steel anchoring piece.
In figure: stirrup, 3-shaped steel anchoring piece in embedded part, 2-beam on 1-beam.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1, in the utility model embodiment, a kind of steel concrete girder connection applying shaped steel anchoring piece, comprise embedded part 1 on beam, beam is provided with stirrup 2 and shaped steel anchoring piece 3 in beam in embedded part 1, stirrup 2 horizontally set in beam, in beam, stirrup 2 is multiple altogether, and being longitudinally disposed on beam in embedded part 1, shaped steel anchoring piece 3 to be longitudinally arranged on beam in embedded part 1.
This steel concrete girder connection uses shaped steel anchoring piece 3 to substitute embedded part dowel, and then by this region component shearing of opposing jointly of stirrup 2 in shaped steel anchoring piece 3 and beam, effectively reduces the limb number of stirrup in reinforced concrete beam.On the shaped steel anchoring piece of this node and beam, embedded part can complete in factory process in addition, not only effectively solves the problem that node local reinforcing bar is overstocked, and substantially reduces difficulty of construction, ensure that construction quality, accelerates construction speed; This steel concrete girder connection is especially applicable to the bracing members bonding pad in large-sized reinforced concrete frame construction, can be widely used in the multiple industry such as electric power, Coal Chemical Industry, have good promotional value.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (2)
1. apply the steel concrete girder connection of shaped steel anchoring piece for one kind, comprise embedded part on beam (1), it is characterized in that, beam is provided with stirrup in beam (2) and shaped steel anchoring piece (3) in embedded part (1), stirrup (2) horizontally set in beam, shaped steel anchoring piece (3) is longitudinally arranged in embedded part on beam (1).
2. the steel concrete girder connection of application shaped steel anchoring piece according to claim 1, is characterized in that, in described beam, stirrup (2) is multiple altogether, and is longitudinally disposed in embedded part on beam (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520276467.9U CN204728477U (en) | 2015-04-30 | 2015-04-30 | A kind of steel concrete girder connection applying shaped steel anchoring piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520276467.9U CN204728477U (en) | 2015-04-30 | 2015-04-30 | A kind of steel concrete girder connection applying shaped steel anchoring piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728477U true CN204728477U (en) | 2015-10-28 |
Family
ID=54386838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520276467.9U Expired - Fee Related CN204728477U (en) | 2015-04-30 | 2015-04-30 | A kind of steel concrete girder connection applying shaped steel anchoring piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728477U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385835A (en) * | 2018-03-14 | 2018-08-10 | 青岛理工大学 | Shaped steel runs through the novel beam-to-column joint structure of cast-type concrete frame |
-
2015
- 2015-04-30 CN CN201520276467.9U patent/CN204728477U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385835A (en) * | 2018-03-14 | 2018-08-10 | 青岛理工大学 | Shaped steel runs through the novel beam-to-column joint structure of cast-type concrete frame |
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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 |
Granted publication date: 20151028 Termination date: 20170430 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |