CN205688347U - A kind of Single column pier bridge Overthrow preventing device - Google Patents
A kind of Single column pier bridge Overthrow preventing device Download PDFInfo
- Publication number
- CN205688347U CN205688347U CN201620551813.4U CN201620551813U CN205688347U CN 205688347 U CN205688347 U CN 205688347U CN 201620551813 U CN201620551813 U CN 201620551813U CN 205688347 U CN205688347 U CN 205688347U
- Authority
- CN
- China
- Prior art keywords
- single column
- bridge
- column pier
- main beam
- crab
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of Single column pier bridge Overthrow preventing device, it is arranged on bridge main beam and Single column pier, bridge main beam is connected by anchor and strong guy cable with Single column pier, anchor includes pre-buried strength drag hook or is connected chemically crab-bolt, location-plate, high-strength nut and tension seat, pre-buried strength drag hook or be connected chemically one end of crab-bolt and be arranged in bridge main beam and/or Single column pier, pre-buried strength drag hook or be connected chemically the crab-bolt other end by location-plate and high-strength nut affixed with tension seat, connected by strong guy cable between the tension seat of bridge main beam and Single column pier the same side.This utility model simple in construction, easy to use, this bulking block size can be designed according to girder and pier stud actual conditions, meet and use requirement.Compared with prior art, Single column pier bridge Overthrow preventing device of the present utility model, can effectively prevent bridge main beam from toppling, it is ensured that the safe handling of bridge and the traffic safety of road under bridge face.
Description
Technical field
This utility model relates to the Overthrow preventing device of a kind of bridge pier column, particularly a kind of Single column pier bridge overturn-preventing dress
Put.
Background technology
Owing to urban transportation line is the busiest, under bridge, often there is auxiliary road, ground, therefore it is required that the pier stud of bridge to fall
Within the scope of limited, in order to save ground space, change conventional horizontal twin columns into Single column pier.Use only post cast-in-place continuously
Box-beam structure form, especially arranges in the majority with sharp radius curve shape.Solely post Cast-in-Situ Continuous Beam version advantage is, reduces
Land occupation, improve substructure layout, widen the vision, to increase bridge type attractive in appearance etc..But, in actual application, exist
Accidental unfavorable factor, the effect of the eccentric load that transfinites, causes Partial Bridges generation capsizing case, causes great person property to damage
Lose, give a lesson to the most deep.Single column pier entirety antidumping performance is the best, and existing more accident occurs, such as in recent years: Harbin pine
Flower river access bridge girder topples slump.So study a kind of prevent Single column pier bridge main beam toppling device with ensure bridge just
Often use necessary with the safety under bridge.
Summary of the invention
The purpose of this utility model is to provide for a kind of Single column pier bridge Overthrow preventing device, and this device can be effectively prevented
Toppling of bridge main beam, it is ensured that the normal of bridge uses and the safety of space under bridge.
For reaching above-mentioned purpose, this utility model is implemented according to techniques below scheme:
A kind of Single column pier bridge Overthrow preventing device, is arranged on bridge main beam and Single column pier, described bridge main beam and only post
Pier is connected by anchor and strong guy cable, and described anchor includes pre-buried strength drag hook or is connected chemically crab-bolt, location
Plate, high-strength nut and tension seat, described pre-buried strength drag hook or be connected chemically one end of crab-bolt and be arranged on bridge main beam and/or solely
In stub, pre-buried strength drag hook or be connected chemically the crab-bolt other end by location-plate and high-strength nut affixed with tension seat, described
Connected by strong guy cable between the tension seat of bridge main beam and Single column pier the same side, outside described strong guy cable includes from outside to inside
Layer protective layer, internal layer protective layer and steel wire, external protection and inner protective layer primarily serve the effect from corrosion of the protection steel wire.
Further, the hook end of described pre-buried strength drag hook is embedded in bridge main beam and/or Single column pier, and pre-buried strength is drawn
The neck of hook end of hook is provided with external screw thread, and the neck of hook end high-strength nut of described pre-buried strength drag hook is fixing with one end of tension seat even
Connecing, the other end of described tension seat is provided with the through hole for connecting strong guy cable.
Concrete, described in be connected chemically one end of crab-bolt and be embedded in bridge main beam and/or Single column pier, be connected chemically crab-bolt
The other end be provided with external screw thread, described in be connected chemically that one end of one end high-strength nut of crab-bolt and tension seat is fixing to be connected, institute
The other end stating tension seat is provided with the through hole for connecting strong guy cable.
Work process of the present utility model and operation principle be:
Bridge main beam is as the superstructure of bridge, and under Under Eccentric Loading, it may occur however that torsional displacement, this is for bridge
The normal use with the safety under bridge of beam is all disadvantageous.By a secondary strong guy cable, bridge main beam and Single column pier are transversely added
With constraint, girder can be prevented effectively from and topple.
Compared with prior art, the beneficial effects of the utility model are:
1, bridge main beam and Single column pier lateral displacement are used restraint by this utility model by strong guy cable and anchoring part, can
Topple being prevented effectively from bridge main beam, it is ensured that under the safe handling of bridge and bridge, traffic safety is unimpeded；
2, this utility model range is wide, for the version not requirement of bridge main beam and Single column pier, therefore, and should
Utility model is applicable to various Single column pier bridge structure, can effectively solve Single column pier bridge main beam and topple problem；
3, anchor is simple and effective, is effectively protected the service life that can increase this device.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of embodiment of this utility model；
Fig. 2 is this utility model enlarged drawing of A full-page proof at newly building bridge Fig. 1；
Fig. 3 is this utility model enlarged drawing of A full-page proof at existing bridge Fig. 1；
Fig. 4 is the sectional view of the strong guy cable of a kind of embodiment of this utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawings and this utility model is further described by specific embodiment, in the signal of this utility model
Property embodiment and explanation be used for explaining this utility model, but be not intended as restriction of the present utility model.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of Single column pier bridge Overthrow preventing device of the present embodiment, bridge main beam 1 with
Single column pier 2 is connected by anchor and strong guy cable 3, anchor include pre-buried strength drag hook 4 or be connected chemically crab-bolt 8,
Location-plate 5, high-strength nut 6 and tension seat 7, described pre-buried strength drag hook 4 or be connected chemically one end of crab-bolt 8 and be arranged on bridge main
In beam 1 and/or Single column pier 2, pre-buried strength drag hook 4 or be connected chemically crab-bolt 8 other end by location-plate 5 and high-strength nut 6 with
Tension seat 7 is affixed, is connected, such as Fig. 4 by strong guy cable 3 between the tension seat 7 of described bridge main beam 1 and Single column pier 2 the same side
Shown in, strong guy cable 3 includes outer protective layer 9, internal layer protective layer 10 and steel wire 11 from outside to inside, and wherein internal layer protective layer 10 can
Thinking corrosion resistant coating coating, outer protective layer 9 can be rubber cover, and outer protective layer 9, internal layer protective layer 10 primarily serve guarantor
Protect the steel wire 11 purpose from corrosion.
For newly building bridge, the anchoring part of anchor uses pre-buried mode, as in figure 2 it is shown, by pre-buried strength drag hook 4
Hook end is embedded in bridge main beam 1 and/or Single column pier 2, and the neck of hook end of pre-buried strength drag hook 4 is provided with external screw thread, and pre-buried strength is drawn
The neck of hook end of hook 4 is connected with high-strength nut 6 is fixing with one end of tension seat 7, and the other end of tension seat 7 is provided with for connecting strength
The through hole of drag-line 3.
For existing bridge, the anchoring part of anchor uses implantation, as it is shown on figure 3, crab-bolt 8 will be connected chemically
One end is embedded in bridge main beam 1 and/or Single column pier 2, and the other end being connected chemically crab-bolt 8 is provided with external screw thread, is connected chemically anchor
One end of bolt 8 is connected with one end of high-strength nut 6 and tension seat 7 is fixing, and the other end of tension seat 7 is provided with and strongly draws for connecting
The through hole of rope 3.
Use strong guy cable 3 to connect bridge main beam 1 and Single column pier 2, increase its stability in the large, effectively prevent bridge main beam
1 topples, and the concrete mode of constraint bridge main beam 1 displacement trend is:
Strengthening bridge main beam 1 and the connection of Single column pier 2 by strong guy cable 3, when bridge main beam 1, laterally or torsiversion moves past
Time big, bridge main beam 1 will be used restraint by strong guy cable 3 by anchor on beam.
The technical solution of the utility model is not limited to the restriction of above-mentioned specific embodiment, every according to skill of the present utility model
The technology deformation that art scheme is made, within each falling within protection domain of the present utility model.
Claims (3)
1. a Single column pier bridge Overthrow preventing device, is arranged on bridge main beam and Single column pier, it is characterised in that: described bridge main
Beam is connected by anchor and drag-line with Single column pier, and described anchor includes pre-buried drag hook or is connected chemically crab-bolt, location
Plate, high-strength nut and tension seat, described pre-buried drag hook or be connected chemically one end of crab-bolt and be arranged on bridge main beam and/or Single column pier
In, pre-buried drag hook or be connected chemically the crab-bolt other end by location-plate and high-strength nut affixed with tension seat, described bridge main beam
And connected by drag-line between the tension seat of Single column pier the same side, described drag-line includes that outer protective layer, internal layer are protected from outside to inside
Sheath and steel wire.
Single column pier bridge Overthrow preventing device the most according to claim 1, it is characterised in that: the hook end of described pre-buried drag hook is pre-
Being embedded in bridge main beam and/or Single column pier, the neck of hook end of pre-buried drag hook is provided with external screw thread, and the neck of hook end of described pre-buried drag hook is high
Strong nut is fixing with one end of tension seat to be connected, and the other end of described tension seat is provided with the through hole for connecting drag-line.
Single column pier bridge Overthrow preventing device the most according to claim 1, it is characterised in that be connected chemically the one of crab-bolt described in:
End be embedded in bridge main beam and/or Single column pier, the other end being connected chemically crab-bolt is provided with external screw thread, described in be connected chemically crab-bolt
One end of one end high-strength nut and tension seat fixing is connected, the other end of described tension seat is provided with for connecting leading to of drag-line
Hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620551813.4U CN205688347U (en) | 2016-06-10 | 2016-06-10 | A kind of Single column pier bridge Overthrow preventing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620551813.4U CN205688347U (en) | 2016-06-10 | 2016-06-10 | A kind of Single column pier bridge Overthrow preventing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205688347U true CN205688347U (en) | 2016-11-16 |
Family
ID=57260973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620551813.4U Expired - Fee Related CN205688347U (en) | 2016-06-10 | 2016-06-10 | A kind of Single column pier bridge Overthrow preventing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205688347U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235683A (en) * | 2018-09-07 | 2019-01-18 | 昆明理工大学 | A kind of tensile device and method of shock-insulation building |
| CN111424530A (en) * | 2020-03-25 | 2020-07-17 | 苏交科集团股份有限公司 | Oblique-pulling type single-column pier anti-overturning device |
| CN111424535A (en) * | 2020-03-18 | 2020-07-17 | 石家庄铁道大学 | Single-column type bridge antidumping reinforcing apparatus |
| CN113846548A (en) * | 2021-10-12 | 2021-12-28 | 李林峰 | Construction method for buffer insurance of viaduct |
-
2016
- 2016-06-10 CN CN201620551813.4U patent/CN205688347U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235683A (en) * | 2018-09-07 | 2019-01-18 | 昆明理工大学 | A kind of tensile device and method of shock-insulation building |
| CN111424535A (en) * | 2020-03-18 | 2020-07-17 | 石家庄铁道大学 | Single-column type bridge antidumping reinforcing apparatus |
| CN111424530A (en) * | 2020-03-25 | 2020-07-17 | 苏交科集团股份有限公司 | Oblique-pulling type single-column pier anti-overturning device |
| CN113846548A (en) * | 2021-10-12 | 2021-12-28 | 李林峰 | Construction method for buffer insurance of viaduct |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205688347U (en) | A kind of Single column pier bridge Overthrow preventing device | |
| CN105862571B (en) | A kind of bridge earthquake resistance and antidumping construction and method | |
| CN203230191U (en) | Reinforced structure for resisting progressive collapse of existing concrete structure | |
| CN103410101B (en) | Tower crane conversion method for construction of parabola-shaped ultrahigh pier | |
| CN105672523A (en) | Assembling type high-bearing buckling-resisting support | |
| CN103741583B (en) | The prefabricated case beam transverse prestress twisted wire mounting structure of plate girder bridge | |
| CN110331652B (en) | Three-way adjustable anti-seismic system for bridge crossing fracture zone | |
| CN206553924U (en) | A kind of many crossbeam combined bridge guardrails | |
| CN210621560U (en) | Road isolation system | |
| CN205839593U (en) | Many anisotropies drag-line stopping means | |
| CN111764268A (en) | Self-resetting support | |
| CN209066257U (en) | A kind of high pier bridge earthquake resistance system in high intensity Zone | |
| CN108385546B (en) | Winding cable anti-falling beam device for bridge reinforcement | |
| CN110144813A (en) | The omnidirection energy-absorbing anti-impact structure of bridge pier | |
| CN208455456U (en) | A kind of three straddle type environmental type bridges with Horizontal Seismic support construction | |
| CN205576761U (en) | Prestressing force carbon fiber plate consolidates bridge | |
| CN210140843U (en) | Half hinge structure suitable for reducing stress of pier, cushion cap and foundation under earthquake action | |
| CN212656108U (en) | Self-resetting support | |
| CN103758021B (en) | For the prefabricated case beam of stretch-draw transverse prestress | |
| CN208250889U (en) | A kind of arch bridge suspender structure | |
| CN205530775U (en) | Assembled height bears type buckling restrained brace | |
| CN215052043U (en) | A shear force support for small-span connecting bridge | |
| CN206267609U (en) | A kind of shock insulation protector spacing based on multiple tracks | |
| CN106088773A (en) | A kind of electric power facility preventer | |
| CN206457857U (en) | A kind of engineering pile static-loading test platform |
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: 20161116 Termination date: 20170610 |