CN204626266U - Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device - Google Patents
Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device Download PDFInfo
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- CN204626266U CN204626266U CN201520172704.7U CN201520172704U CN204626266U CN 204626266 U CN204626266 U CN 204626266U CN 201520172704 U CN201520172704 U CN 201520172704U CN 204626266 U CN204626266 U CN 204626266U
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- single column
- column pier
- monomer
- hydraulic nut
- overturning
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Abstract
The utility model belongs to Technology Bridge Strengthening field, particularly relates to a kind of Single column pier bridge and exempts to build overturning or slip resistance analysis steel structure reinforcing device.Comprise the vertical bolster stake that two are arranged on Single column pier both sides, and be fixed on the linkage for Single column pier and two vertical bolster stakes being linked into an integrated entity on Single column pier; Described vertical bolster stake comprises lower supporting plate, support column monomer, monomer junction plate, supporting studs, hydraulic nut a, upper backup pad, described supporting studs is arranged on the top of vertical bolster stake, and is provided with hydraulic nut a thereon, between bridge bottom surface and hydraulic nut a, be provided with upper backup pad; Described linkage comprises fixed head, pre-stressed bolt, hydraulic nut b, junction plate, and described fixed head is connected on Single column pier by chemical anchor bolts.This patent can improve bearing capacity and the overturning or slip resistance analysis performance of bridge simultaneously, and each assembly is modularized design, constructs fast and convenient, without the need to building and Site Welding.
Description
Technical field
The utility model belongs to Technology Bridge Strengthening field, particularly relates to a kind of Single column pier bridge and exempts to build overturning or slip resistance analysis steel structure reinforcing device.
Background technology
Single column pier bridge is little to occupy under-clearance, is widely used in interchange place, but due to structure overturning or slip resistance analysis performance own bad, overload Under Eccentric Loading under, overall Cross deformation may be there is thus cause beam body to topple in Single column pier bridge.Increasing the weight of simultaneously along with urban traffic burden, the supporting capacity of bridge also has to be hoisted.
In order to ensure the structural safety of existing Single column pier bridge, the method that prior art is commonly used widens bridge pier in the direction perpendicular to bridge, or increase support column.These methods can improve supporting capacity and the overturning or slip resistance analysis performance of bridge simultaneously, but complicated construction technique, what have also needs concreting of driving piles, and construction also can cause the traffic control of long period, and the road occupying time is long.And urban interchange heavy traffic, require convenient and quick construction, job site floor space is little.In prior art, Chinese patent Single column pier bridge adds steel structure support overturning or slip resistance analysis bracing means 201420603900.0 and gives one conveniently reinforcing technique, can improve the overturning or slip resistance analysis performance of bridge preferably, but can not improve the bearing capacity of bridge.This reinforcing technique still needs concreting, and after building, concrete be waited to reach predetermined strength and just can install bridge pad, the engineering time is long; And according to current prestressing force means of testing, the prestressed loss change in structure cannot Measurement accuracy, and once loss of prestress, cannot reach ideal effect, also add deadweight.
Therefore the rapidly and efficiently Technology Bridge Strengthening developing the busy urban traffic of a kind of energy reply is extremely urgent.
Summary of the invention
The utility model provides a kind of Single column pier bridge to exempt to build overturning or slip resistance analysis steel structure reinforcing device, to solve the deficiency that in above-mentioned background technology, current Single column pier Technology Bridge Strengthening exists.The technical problem that the utility model solves realizes by the following technical solutions: provide a kind of Single column pier bridge to exempt to build overturning or slip resistance analysis steel structure reinforcing device, it is characterized in that: comprise the vertical bolster stake that two are arranged on Single column pier both sides, and be fixed on the linkage for Single column pier and two vertical bolster stakes being linked into an integrated entity on Single column pier; Described vertical bolster stake comprises lower supporting plate, support column monomer, monomer junction plate, supporting studs, hydraulic nut a, upper backup pad, described lower supporting plate is fixed on Single column pier base by chemical anchor bolts, some support column monomers are fixed into an entirety by monomer junction plate by bolt, and are fastened on lower supporting plate by bolt; Described supporting studs is arranged on the top of vertical bolster stake, and is provided with hydraulic nut a thereon, between bridge bottom surface and hydraulic nut a, be provided with upper backup pad; Described linkage comprises fixed head, pre-stressed bolt, hydraulic nut b, junction plate, and described fixed head is connected on Single column pier by chemical anchor bolts; Described pre-stressed bolt matches with hydraulic nut b, is arranged on two relative fixed heads; Described junction plate is for connecting vertical bolster stake and linkage.
Described support column monomer is welded steel structure, and the support column amount of monomer comprised in a vertical supporting post is 1-4.
Centre-height position and the two support column monomer seams of described fixed head installation are contour.
Described junction plate is bolted and fixed head and vertical bolster stake is connected, and junction plate strides across support column monomer seam, is connected with two support column monomers simultaneously.
The beneficial effects of the utility model are:
1. this reinforcing technique adopts modularized design, and each several part assembly all can be prefabricated, only needs overlap joint to assemble at the construction field (site), install very convenient, and each assembly has versatility simultaneously, can adapt to different bearing heights by simply combining from adjustment.
2. this reinforcing technique can improve bearing capacity and the overturning or slip resistance analysis performance of bridge simultaneously, more can adapt to the comprehensive requirement of current bridge strengthening.
3. this reinforcing technique easy construction is quick, and without the need to limiting traffic on bridge during construction, building-site floor space is little, without the need to concreting without the need to Site Welding steel work, has assembled and has got final product onset, and under bridge, the road occupying time is short, can carry out rush repair.
4. braced structures introduces hydraulic nut a, after installation is complete, rotating hydraulic nut a makes upper backup pad contact with bridge bottom surface, connect fluid pressure line to afterwards hydraulic nut a, the prestress application of braced structures is realized by hydraulic coupling, this technology can control the prestressing force in braced structures conveniently by hydraulic control pressure, make stress distribution more reasonable.Hydraulic nut b on fixed head then plays the prestressing force balanced action of fixed head.
Accompanying drawing explanation
Fig. 1 is structure chart of the present utility model;
Fig. 2 is fixed head and Single column pier connection layout.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further:
In figure: 1-lower supporting plate, 2-support column monomer, 3-monomer junction plate, 4-supporting studs, upper of 5-hydraulic nut a, 6-
Fagging, 7-fixed head, 8-pre-stressed bolt, 9-hydraulic nut b, 10-junction plate.
Embodiment:
The present embodiment comprises: two vertical bolster stakes being arranged on Single column pier both sides, and is fixed on the linkage for Single column pier and two vertical bolster stakes being linked into an integrated entity on Single column pier; Vertical bolster stake comprises lower supporting plate 1, support column monomer 2, monomer junction plate 3, supporting studs 4, hydraulic nut a5, upper backup pad 6, lower supporting plate 1 is fixed on Single column pier base by chemical anchor bolts, three support column monomers 2 are fixed into an entirety by monomer junction plate 3 by bolt, and are fastened on lower supporting plate 1 by bolt; Supporting studs 4 is arranged on the top of vertical bolster stake, and is provided with hydraulic nut a5 thereon, is provided with upper backup pad 6 between bridge bottom surface and hydraulic nut a5; Linkage comprises fixed head 7, pre-stressed bolt 8, hydraulic nut b9, junction plate 10, and fixed head 7 is connected on Single column pier by chemical anchor bolts; Pre-stressed bolt 8 matches with hydraulic nut b9, is arranged on two relative fixed heads 7; Junction plate 10 is for connecting vertical bolster stake and linkage.
Support column monomer 2 is welded steel structure, and the support column amount of monomer comprised in a vertical supporting post is 3.
Centre-height position and the support column monomer seam of fixed head 7 installation are contour.
Junction plate 10 is bolted and fixed head 7 and vertical bolster stake is connected, and junction plate 10 strides across support column monomer seam, is connected with two support column monomers simultaneously.
The construction method of this patent is 1. prefabrication support column monomers, and each coupling assembling; 2. hole in scene on Single column pier and base, fixed head and lower supporting plate is connected; 3. construct simultaneously and overlap support column monomer in both sides; 4. with junction plate, fixed head is connected with support column monomer; 5. install supporting studs and hydraulic nut a, rotated by hydraulic nut and connect with bridge bottom surface to upper backup pad, connecting fluid pressure line is that hydraulic nut a loads; 6. load to hydraulic nut b.
Utilize technical scheme described in the utility model, or those skilled in the art being under the inspiration of technical solutions of the utility model, designing similar technical scheme, and reach above-mentioned technique effect, is all fall into protection domain of the present utility model.
Claims (4)
1. Single column pier bridge exempts to build an overturning or slip resistance analysis steel structure reinforcing device, it is characterized in that: comprise the vertical bolster stake that two are arranged on Single column pier both sides, and be fixed on the linkage for Single column pier and two vertical bolster stakes being linked into an integrated entity on Single column pier; Described vertical bolster stake comprises lower supporting plate, support column monomer, monomer junction plate, supporting studs, hydraulic nut a, upper backup pad, described lower supporting plate is fixed on Single column pier base by chemical anchor bolts, some support column monomers are fixed into an entirety by monomer junction plate by bolt, and are fastened on lower supporting plate by bolt; Described supporting studs is arranged on the top of vertical bolster stake, and is provided with hydraulic nut a thereon, between bridge bottom surface and hydraulic nut a, be provided with upper backup pad; Described linkage comprises fixed head, pre-stressed bolt, hydraulic nut b, junction plate, and described fixed head is connected on Single column pier by chemical anchor bolts; Described pre-stressed bolt matches with hydraulic nut b, is arranged on two relative fixed heads; Described junction plate is for connecting vertical bolster stake and linkage.
2. a kind of Single column pier bridge according to claim 1 exempts to build overturning or slip resistance analysis steel structure reinforcing device, it is characterized in that: described support column monomer is welded steel structure, and the support column amount of monomer comprised in a vertical supporting post is 1-4.
3. a kind of Single column pier bridge according to claim 1 exempts to build overturning or slip resistance analysis steel structure reinforcing device, it is characterized in that: centre-height position and the two support column monomer seams of described fixed head installation are contour.
4. a kind of Single column pier bridge according to claim 1 exempts to build overturning or slip resistance analysis steel structure reinforcing device, it is characterized in that: described junction plate is bolted and fixed head and vertical bolster stake is connected, junction plate strides across support column monomer seam, is connected with two support column monomers simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520172704.7U CN204626266U (en) | 2015-03-20 | 2015-03-20 | Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520172704.7U CN204626266U (en) | 2015-03-20 | 2015-03-20 | Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626266U true CN204626266U (en) | 2015-09-09 |
Family
ID=54045311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520172704.7U Expired - Fee Related CN204626266U (en) | 2015-03-20 | 2015-03-20 | Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device |
Country Status (1)
| Country | Link |
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| CN (1) | CN204626266U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926467A (en) * | 2016-04-28 | 2016-09-07 | 河海大学 | Construction method for transforming single-column pier into vase pier |
| CN106436557A (en) * | 2016-10-26 | 2017-02-22 | 上海市政工程设计研究总院（集团）有限公司 | Method for improving overturning resistance of single-column pier bridge |
| CN106677077A (en) * | 2016-12-01 | 2017-05-17 | 浙江海洋大学 | Bridge strengthening device |
| CN111910535A (en) * | 2020-07-21 | 2020-11-10 | 北京国道通公路设计研究院股份有限公司 | Nondestructive reinforcement supporting system for single-column pier bridge and construction method |
-
2015
- 2015-03-20 CN CN201520172704.7U patent/CN204626266U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926467A (en) * | 2016-04-28 | 2016-09-07 | 河海大学 | Construction method for transforming single-column pier into vase pier |
| CN106436557A (en) * | 2016-10-26 | 2017-02-22 | 上海市政工程设计研究总院（集团）有限公司 | Method for improving overturning resistance of single-column pier bridge |
| CN106436557B (en) * | 2016-10-26 | 2023-12-01 | 上海市政工程设计研究总院（集团）有限公司 | Method for improving anti-overturning performance of single-pier bridge |
| CN106677077A (en) * | 2016-12-01 | 2017-05-17 | 浙江海洋大学 | Bridge strengthening device |
| CN106677077B (en) * | 2016-12-01 | 2018-10-16 | 浙江海洋大学 | Bridge strengthening device |
| CN111910535A (en) * | 2020-07-21 | 2020-11-10 | 北京国道通公路设计研究院股份有限公司 | Nondestructive reinforcement supporting system for single-column pier bridge and construction method |
| CN111910535B (en) * | 2020-07-21 | 2022-04-15 | 北京国道通公路设计研究院股份有限公司 | Nondestructive reinforcement supporting system for single-column pier bridge and construction method |
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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: 20150909 Termination date: 20160320 |