CN202899022U - A bridge pier with embedded cross beams - Google Patents
A bridge pier with embedded cross beams Download PDFInfo
- Publication number
- CN202899022U CN202899022U CN2012205007198U CN201220500719U CN202899022U CN 202899022 U CN202899022 U CN 202899022U CN 2012205007198 U CN2012205007198 U CN 2012205007198U CN 201220500719 U CN201220500719 U CN 201220500719U CN 202899022 U CN202899022 U CN 202899022U
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- CN
- China
- Prior art keywords
- bridge pier
- anchoring
- crossbeam
- pier body
- cross beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a bridge pier with embedded cross beams. The bridge pier comprises a bridge pier body and two groups of anchoring cross beams used for fixing a lifting device. The two groups of anchoring cross beams are disposed on the two sides of the bridge pier body and are embedded in the bridge pier body. A plurality of reinforcing steel bars used for fixing the two groups of anchoring cross beams crosswise are embedded in the bridge pier body. The bridge pier has the following beneficial effect that: the connection strength between the anchoring cross beams and the bridge pier body is enhanced, so that the bridge pier body and the lifting device connected together through the anchoring cross beams are prevented from being separated from each other.
Description
Technical field
The utility model relates to a kind of bridge pier of pre-buried crossbeam.
Background technology
Bridge comprises bridge pier and bridge floor, in the bridge formation process, at first build bridge pier, lifting appliance is fixed on the bridge pier, make and form certain difference in height between the support of bridge pier and the ground, by lifting appliance with bridge floor sling after and bridge pier overlap, in the practical operation, fixedly be an important ring with bridge pier and lifting appliance, if lifting appliance can not be well and bridge pier fix because bridge floor is heavier, in the lifting process, cause easily lifting appliance and bridge pier to break away from, cause damage even security incident, need to be resolved hurrily.
The utility model content
Problem for the prior art existence, the purpose of this utility model is to propose a kind of bridge pier of pre-buried crossbeam, can strengthen the bonding strength between anchoring crossbeam and the bridge pier body, thereby prevent that the bridge pier body and the lifting appliance that link together via the anchoring crossbeam break away from.
For reaching this purpose, the utility model by the following technical solutions:
A kind of bridge pier of pre-buried crossbeam is proposed, comprise the bridge pier body, two groups of anchoring crossbeams that also comprise fixed hoisting equipment, two groups of anchoring crossbeams are distributed in respectively bridge pier body both sides, the anchoring header portion embeds the bridge pier body, many reinforcing bars laterally fixing two groups of anchoring crossbeams are embedded in the bridge pier body, all vertically run through the many reinforcing bars that are built in the bridge pier body in the anchoring crossbeam.The bridge pier body is reinforced concrete structure.Many reinforcing bars evenly distribute with respect to anchoring crossbeam cross section.Many reinforcing bars evenly distribute with respect to the anchoring crossbeam, and many reinforcing bars evenly distribute with respect to the anchoring crossbeam.
Based on disclosing of above technical scheme, the utility model possesses following beneficial effect:
Anchoring crossbeam in the utility model is used for connecting lifting appliance and bridge pier body, when the bridge pier body of casting reinforced concrete structure, the anchoring header portion is cast in the bridge pier body, thereby the anchoring crossbeam is fixed, just anchoring crossbeam and bridge pier body are fixed after with bridge pier body casting complete compared to prior art, this programme intensity is higher, make the reinforcing bar in the bridge pier body be fixedly connected with two groups of anchoring crossbeams, simultaneously, make the reinforcing bar in the bridge pier body run through the anchoring crossbeam, can further make the anchoring crossbeam be difficult for coming off from the bridge pier body, thereby make the lifting appliance of fixed abutment body be difficult for breaking away from the bridge pier body, increase security performance.
Description of drawings
Fig. 1 is the overall structure schematic diagram of the utility model embodiment 1:
Wherein: 1, bridge pier body; 21, anchoring crossbeam; 22, anchoring crossbeam; 3, reinforcing bar; 41, reinforcing bar; 42, reinforcing bar.
The specific embodiment
Further specify the technical solution of the utility model below in conjunction with accompanying drawing and by the specific embodiment:
A kind of bridge pier of pre-buried crossbeam is proposed, comprise bridge pier body 1, the two groups of anchoring crossbeams 21,22 that also comprise fixed hoisting equipment, two groups of anchoring crossbeams 21,22 are distributed in respectively bridge pier body 1 both sides, anchoring crossbeam 21,22 is partially submerged into bridge pier body 1, laterally fix two groups of anchoring crossbeams 21,22 many reinforcing bars 3 are embedded in the bridge pier body 1, anchoring crossbeam 21,22 interiorly all vertically runs through the many reinforcing bars 41,42 that are built in bridge pier body 1.Bridge pier body 1 is reinforced concrete structure.Many reinforcing bars 3 evenly distribute with respect to anchoring crossbeam 21,22 cross sections.Many reinforcing bars 41 evenly distribute with respect to anchoring crossbeam 21, and many reinforcing bars 42 evenly distribute with respect to anchoring crossbeam 22.
Anchoring crossbeam 21,22 are used for connecting lifting appliance and bridge pier body 1, when the bridge pier body 1 of casting reinforced concrete structure, with anchoring crossbeam 21,22 parts are cast in the bridge pier body 1, thereby with anchoring crossbeam 21,22 is fixing, compared to prior art with bridge pier body 1 casting complete after just with anchoring crossbeam 21,22 is fixing with bridge pier body 1, this programme intensity is higher, make the fixing anchoring crossbeam 21 of reinforcing bar 3 in the bridge pier body 1,22, simultaneously, make the reinforcing bar 41 in the bridge pier body 1,42 run through anchoring crossbeam 21,22, can further make anchoring crossbeam 21,22 are difficult for coming off from bridge pier body 1, thereby the lifting appliance that makes fixed abutment body 1 is difficult for breaking away from bridge pier body 1, increases security performance.
The above; it only is the better specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; be equal to replacement or change according to the technical solution of the utility model and utility model design thereof, all should be encompassed within the protection domain of the present utility model.
Claims (4)
1. the bridge pier of a pre-buried crossbeam, comprise bridge pier body (1), it is characterized in that, two groups of anchoring crossbeams (21 that also comprise fixed hoisting equipment, 22), two groups of described anchoring crossbeams (21,22) be distributed in respectively described bridge pier body (1) both sides, described anchoring crossbeam (21,22) be partially submerged into described bridge pier body (1), laterally fix two groups of described anchoring crossbeams (21,22) many reinforcing bars (3) are embedded in the described bridge pier body (1), described anchoring crossbeam (21,22) all vertically run through the many reinforcing bars (41 that are built in described bridge pier body (1) in, 42).
2. the bridge pier of a kind of pre-buried crossbeam according to claim 1 is characterized in that, described bridge pier body (1) is reinforced concrete structure.
3. the bridge pier of a kind of pre-buried crossbeam according to claim 1 is characterized in that, many described reinforcing bars (3) evenly distribute with respect to described anchoring crossbeam (21,22) cross section.
4. the bridge pier of the pre-buried crossbeam vertically fixed of band according to claim 1, it is characterized in that, many described reinforcing bars (41) are with respect to the even distribution of described anchoring crossbeam (21), and many described reinforcing bars (42) are with respect to the even distribution of described anchoring crossbeam (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012205007198U CN202899022U (en) | 2012-09-26 | 2012-09-26 | A bridge pier with embedded cross beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012205007198U CN202899022U (en) | 2012-09-26 | 2012-09-26 | A bridge pier with embedded cross beams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899022U true CN202899022U (en) | 2013-04-24 |
Family
ID=48119712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012205007198U Expired - Fee Related CN202899022U (en) | 2012-09-26 | 2012-09-26 | A bridge pier with embedded cross beams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202899022U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590325A (en) * | 2013-10-31 | 2014-02-19 | 芜湖合建路桥机械有限公司 | Reinforcing type pre-buried beam bridge pier |
-
2012
- 2012-09-26 CN CN2012205007198U patent/CN202899022U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590325A (en) * | 2013-10-31 | 2014-02-19 | 芜湖合建路桥机械有限公司 | Reinforcing type pre-buried beam bridge pier |
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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: 20130424 Termination date: 20170926 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |