CN203603035U - Reinforced bridge pier with embedded transverse beams - Google Patents
Reinforced bridge pier with embedded transverse beams Download PDFInfo
- Publication number
- CN203603035U CN203603035U CN201320686675.7U CN201320686675U CN203603035U CN 203603035 U CN203603035 U CN 203603035U CN 201320686675 U CN201320686675 U CN 201320686675U CN 203603035 U CN203603035 U CN 203603035U
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- bridge pier
- main body
- crossbeam
- annular steel
- anchoring
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Abstract
The utility model discloses a reinforced bridge pier with embedded transverse beams. The reinforced bridge pier with the embedded transverse beams comprises a bridge pier body, wherein the anchoring transverse beams are arranged on the two sides of the bridge pier body respectively, the bridge pier body can be fixed to a hoisting device through the anchoring transverse beams, the anchoring transverse beams are embedded into the bridge pier body, each anchoring transverse beam comprises an insertion portion and a fixing portion, the insertion portions are arranged inside the bridge pier body, and the fixing portions are arranged outside the bridge pier body; according to the bridge pier body, a first annular steel ring set comprising a plurality of annular steel rings is arranged at the periphery of the insertion portion of each anchoring transverse beam, and the annular steel rings are perpendicular to the anchoring transverse beams. According to the reinforced bridge pier with the embedded transverse beams, fixation between the hoisting device and the bridge pier is achieved, the structure of the reinforced bridge pier is simple, strength of connection between the anchoring transverse beams and the bridge pier body is high, and the phenomenon that the hoisting device and the bridge pier are separated can be prevented.
Description
Technical field
The utility model relates to technical field of buildings, relates in particular to the bridge pier of the pre-buried crossbeam of a kind of reinforcement type.
Background technology
Bridge comprises bridge pier and bridge floor, in bridge formation process, first builds bridge pier, lifting appliance is fixed on bridge pier, make to form certain difference in height between the support of bridge pier and ground, after by lifting appliance, bridge floor being sling, overlap with bridge pier, in practical operation, fixedly a crucial ring by bridge pier and lifting appliance, if lifting appliance can not be fixed with bridge pier well, because bridge floor is heavier, in lifting process, easily cause lifting appliance and bridge pier to depart from, even security incident causes damage.
Utility model content
In order to solve the technical problem existing in background technology, the utility model proposes the bridge pier of the pre-buried crossbeam of a kind of reinforcement type, realized the fixing of lifting appliance and bridge pier, it is simple in structure, bonding strength between anchoring crossbeam and bridge pier main body is high, can prevent that lifting appliance from separating with bridge pier.
The bridge pier of the pre-buried crossbeam of a kind of reinforcement type the utility model proposes, comprise bridge pier main body, described bridge pier main body both sides are provided with the anchoring crossbeam being fixed for lifting appliance, described anchoring crossbeam embeds in described bridge pier main body, and described anchoring crossbeam comprises the insertion section that is positioned at bridge pier body interior and the fixed part that is positioned at bridge pier main body outside; In described bridge pier main body, be provided with the first annular steel ring group that comprises multiple annular steel rings perpendicular to described anchoring crossbeam at the insertion section of described anchoring crossbeam periphery.
Preferably, in described bridge pier main body, be provided with the second annular steel ring group that comprises multiple annular steel rings that are parallel to described anchoring crossbeam in the above and below, insertion section of described anchoring crossbeam.
Preferably, in described the first annular steel ring group, annular steel ring is equally spaced.
Preferably, in described the second annular steel ring group, annular steel ring is equally spaced.
Preferably, described bridge pier main body is reinforced concrete structure.
In the utility model, the anchoring crossbeam arranging in bridge pier main body both sides can be fixed lifting appliance and bridge pier easily, and wherein, anchoring crossbeam can together be poured into a mould with bridge pier main body, and anchoring crossbeam is fixed in bridge pier main body by its insertion section; Meanwhile, by the first annular steel ring group is set, can strengthen the intensity of anchoring crossbeam and bridge pier main body joint portion, thereby improve the fastness between anchoring crossbeam and bridge pier main body, anchoring crossbeam can not come off from bridge pier main body, therefore, can guarantee that lifting appliance can not be separated with bridge pier.
Accompanying drawing explanation
Fig. 1 is the structural representation of the bridge pier of the pre-buried crossbeam of a kind of reinforcement type that the utility model proposes.
The specific embodiment
As shown in Figure 1, Fig. 1 is the structural representation of the bridge pier of the pre-buried crossbeam of a kind of reinforcement type that the utility model proposes.
With reference to Fig. 1, the bridge pier of the pre-buried crossbeam of a kind of reinforcement type the utility model proposes, comprise bridge pier main body 1, bridge pier main body 1 both sides are provided with the anchoring crossbeam 2 being fixed for lifting appliance, anchoring crossbeam 2 embeds in bridge pier main body 1, and anchoring crossbeam 2 comprises the insertion section that is positioned at bridge pier main body 1 inside and the fixed part that is positioned at bridge pier main body 1 outside; In bridge pier main body 1, be provided with the first annular steel ring group 3 that comprises multiple annular steel rings perpendicular to anchoring crossbeam 2 at the insertion section of anchoring crossbeam 2 periphery.
In specific design process, in bridge pier main body 1, be provided with the second annular steel ring group 4 that comprises multiple annular steel rings that are parallel to anchoring crossbeam 2 in the above and below, insertion section of anchoring crossbeam 2; Thereby further improve the bonding strength between anchoring crossbeam 2 and bridge pier main body 1.
In specific design process, in the first annular steel ring group 3 and the second annular steel ring group 4, annular steel ring is all equally spaced, and is equally spaced and can makes annular steel ring stressed more even, improves the bonding strength between anchoring crossbeam 2 and bridge pier main body 1.
In the present embodiment, bridge pier main body 1 is reinforced concrete structure.
In the utility model, the anchoring crossbeam 2 arranging in bridge pier main body 1 both sides can be fixed lifting appliance and bridge pier easily, and wherein, anchoring crossbeam 2 can together be poured into a mould with bridge pier main body 1, and anchoring crossbeam 2 is fixed in bridge pier main body 1 by its insertion section; Simultaneously, by the first annular steel ring group 3 is set, can strengthen the intensity of anchoring crossbeam 2 and bridge pier main body 1 joint portion, thereby improve the fastness between anchoring crossbeam 2 and bridge pier main body 1, anchoring crossbeam 2 can not come off from bridge pier main body 1, therefore, can guarantee that lifting appliance can not be separated with bridge pier.
The above; it is only the preferably specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; any be familiar with those skilled in the art the utility model disclose technical scope in; be equal to replacement or changed according to the technical solution of the utility model and utility model design thereof, within all should being encompassed in protection domain of the present utility model.
Claims (5)
1. the bridge pier of the pre-buried crossbeam of reinforcement type, it is characterized in that, comprise bridge pier main body (1), described bridge pier main body (1) both sides are provided with the anchoring crossbeam (2) being fixed for lifting appliance, described anchoring crossbeam (2) embeds in described bridge pier main body (1), and described anchoring crossbeam (2) comprises the fixed part that is positioned at the inner insertion section of bridge pier main body (1) and is positioned at bridge pier main body (1) outside; In described bridge pier main body (1), be provided with the first annular steel ring group (3) that comprises multiple annular steel rings perpendicular to described anchoring crossbeam (2) at the insertion section periphery of described anchoring crossbeam (2).
2. the bridge pier of the pre-buried crossbeam of reinforcement type according to claim 1, it is characterized in that, in described bridge pier main body (1), be provided with the second annular steel ring group (4) that comprises multiple annular steel rings that are parallel to described anchoring crossbeam (2) in the above and below, insertion section of described anchoring crossbeam (2).
3. the bridge pier of the pre-buried crossbeam of reinforcement type according to claim 1, is characterized in that, in described the first annular steel ring group (3), annular steel ring is equally spaced.
4. the bridge pier of the pre-buried crossbeam of reinforcement type according to claim 2, is characterized in that, in described the second annular steel ring group (4), annular steel ring is equally spaced.
5. according to the bridge pier of the pre-buried crossbeam of reinforcement type described in any one in claim 1-4, it is characterized in that, described bridge pier main body (1) is reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320686675.7U CN203603035U (en) | 2013-10-31 | 2013-10-31 | Reinforced bridge pier with embedded transverse beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320686675.7U CN203603035U (en) | 2013-10-31 | 2013-10-31 | Reinforced bridge pier with embedded transverse beams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603035U true CN203603035U (en) | 2014-05-21 |
Family
ID=50715717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320686675.7U Expired - Fee Related CN203603035U (en) | 2013-10-31 | 2013-10-31 | Reinforced bridge pier with embedded transverse beams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603035U (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 |
-
2013
- 2013-10-31 CN CN201320686675.7U patent/CN203603035U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140521 Termination date: 20171031 |