CN109267468A - A kind of overpass access bridge building for having overturning-preventing and reducing wound - Google Patents
A kind of overpass access bridge building for having overturning-preventing and reducing wound Download PDFInfo
- Publication number
- CN109267468A CN109267468A CN201710584676.3A CN201710584676A CN109267468A CN 109267468 A CN109267468 A CN 109267468A CN 201710584676 A CN201710584676 A CN 201710584676A CN 109267468 A CN109267468 A CN 109267468A
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- CN
- China
- Prior art keywords
- bridge
- checking bollard
- cable
- pier
- stake
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
Abstract
A kind of overpass access bridge building for having overturning-preventing and reducing wound, including abutment, bridge pier, bent cap, bridge floor beam body, bridge floor, abutment is arranged in the bridge pier bottom, bent cap is laterally set at the top of abutment, bridge floor beam body is arranged in bent cap top braces, the covering of bridge floor beam body surface face or lid close installation bridge floor, the abutment includes horizontal pier, bottom stake, bridge seat, if dry bottom stake is arranged in horizontal pier bottom portion, bridge seat is arranged in horizontal pier top portion, bridge seat is vertically arranged bridge pier, it is arranged inside the bridge pier and stablizes inner core, the stable inner core includes top fixing seat, stabiliser bar stablizes cable, bottom fixing seat, it is attached between top fixing seat and bottom fixing seat by stabiliser bar or stable cable, the top fixing seat includes upper junction plate, lower connecting plate, connecting rod, elastic force stake, upper junction plate, vertically arranged elastic force stake on the center of lower connecting plate.
Description
Technical field
The present invention relates to building field, especially a kind of overpass access bridge building for having overturning-preventing and reducing wound.
Background technique
Overpass, i.e. overbridge refer to and rest on a series of narrow armored concrete or bricklaying arch, have high support tower or
Pillar, across the bridge of mountain valley, river, road or other lower barriers.After urban development, congested in traffic, building is intensive,
And street is difficult to widen, and uses this bridge that can improve conevying efficiency with relief of traffic density.In addition, in intercity high speed
Highway or railway, to avoid and All other routes level-crossing, saving land used, a large amount of buildings of overpass, and the position built
Usually densely populated and high traffic place, a large amount of construction will cause a large amount of problems, especially collapsing problem, China
Load-carrying vehicle generally generally overload is serious, the construction of overpass is relatively good, but the access bridge of overpass is because of burden and construction
The problem of sharing, run-of-the-mill are poorer than main bridge, are pressed down the case where splitting and collapsing, such as Hangzhou three so often there is access bridge
Bridge access bridge delivers truck be collapsed accident by overload steel plate, causes Hangzhou San Qiao at least to stop using nearly 1 year, economic loss is tight
Weight.
Summary of the invention
The present invention be in order to invent it is a kind of have overturning-preventing and reduce fall wound overpass access bridge building, he have bottom it is anti-settling and
The ground and supporting beam anti-resonance of Anti-inclining tilt and improve the inner core of stability, and have protection bridge pier and limitation bridge pier
It collapses in the cable handler of safe range.
The present invention is achieved through the following technical solutions: a kind of to have overturning-preventing to build with the overpass access bridge for reducing wound
It builds, including abutment, bridge pier, bent cap, bridge floor beam body, bridge floor, abutment is arranged in the bridge pier bottom, and lid is laterally arranged at the top of abutment
Bridge floor beam body is arranged in beam, bent cap top braces, and the covering of bridge floor beam body surface face or lid close installation bridge floor, in which: the abutment includes
Heng Dun, bottom stake, bridge seat, if dry bottom stake is arranged in horizontal pier bottom portion, bridge seat is arranged in horizontal pier top portion, and bridge seat is vertically arranged bridge pier,
It is arranged inside the bridge pier and stablizes inner core, the stable inner core includes top fixing seat, stabiliser bar or stablizes cable, bottom fixing seat, top
It is attached between fixing seat and bottom fixing seat by stabiliser bar or stable cable, the top fixing seat includes upper junction plate, lower connection
Plate, connecting rod, elastic force stake, upper junction plate are fixed on bridge floor beam body bottom, and lower connecting plate symmetrical upper junction plate setting position is fixed
It is vertical in the distance at the top of bent cap between bridge floor beam body bottom that upper junction plate at the top of the bent cap of bridge pier, lower connecting plate are set
Connection is arranged several connecting rods, upper junction plate, lower connecting plate center on vertically arranged elastic force stake, elastic force stake is hydraulic bullet
Power axis or the resetting shaft for being sheathed with elastic spring；The bridge pier and bent cap matching elastic force stake setting position are provided with vertically arranged core
Hole, the interior setting stabiliser bar of core bore or stable cable, stabiliser bar or stable cable top are connected on lower connecting plate, and bottom is fixedly connected on
In the stake of bottom；
Described bent cap bottom or so also be provided with it is left it is anti-collapse checking bollard and it is right it is anti-collapse checking bollard, the anti-cable traction setting position that collapses of matching exists
Abutment is connected with left bottom checking bollard and right bottom checking bollard, the anti-anti- cable that collapses for collapsing checking bollard in the right side has been wholely set with left bottom checking bollard, and a left side is anti-to collapse cable
The anti-cable that collapses of stake is connected with right bottom checking bollard.
As the overpass access bridge building of preferably few wound, it is characterized in that: being additionally provided with several pairs of limits inside the core bore
Position stake.
As the overpass access bridge building of preferably few wound, prevent it is characterized in that: being provided with left time on the cant beam of the bent cap
Collapse checking bollard and right time it is anti-collapse checking bollard, left time anti-collapse checking bollard and right time it is anti-collapse the time anti-of traction setting on checking bollard and collapse cable, left time anti-to collapse
The anti-of checking bollard collapses cable traction and is fixed on left bottom checking bollard, and right time anti-to collapse the anti-of checking bollard and collapse cable traction and be fixed on right bottom checking bollard.
It is additionally provided with as between the preferred bent cap and bridge floor beam body across hole, pushes up fixing seat, stabiliser bar or stablizes cable, bottom
Fixing seat is arranged in across hole.
As the overpass access bridge building of preferably few wound, it is characterized in that: the left anti-length for collapsing checking bollard is equal to right bottom
For checking bollard to the right anti-length for collapsing checking bollard, the right side prevents that the length for collapsing checking bollard is equal to left bottom checking bollard to the right anti-length for collapsing checking bollard.
As the overpass access bridge building of preferably few wound, it is characterized in that: side cable is additionally provided on the bridge pier, side cable
Stake is stayed in bottom setting, and head end is bundled in the head of bridge pier, and side cable is bundled in stake, and the length of side cable is longer than bridge pier in stake
Length.
Compared with the background technology, the present invention, what is had has the advantages that: he has bottom anti-settling and the ground of Anti-inclining, with
And the inner core of supporting beam anti-resonance inclination and raising stability, and there is protection bridge pier and limitation bridge pier to collapse in safe range
Cable handler so that protect two edge portions of fragile bridge pier and bent cap and bridge floor beam body to the full extent, by
To irresistible strength damage when, can actively be maintained at original place as far as possible and be fractureed and collapsed, not occur side and decay to collapse,
The intensive civil buildings of two sides, object etc. can be avoided as far as possible because these fragile civil buildings of be collapsed are fallen in side；It can share each
Kind laterally carrys out power, and accepting for left side can also be shared to right side, stress unification can be distributed to abutment, so that access bridge is whole more
Add sturdy and durable.
Detailed description of the invention
Fig. 1 overall structure figure.
Fig. 2 stablizes core arrangement figure.
Fig. 3 stablizes inner core top structure figure.
2 figure of Fig. 4 embodiment.
3 figure of Fig. 5 embodiment.
Fig. 6 implementation principle figure.
Specific embodiment
Below by embodiment, in conjunction with attached drawing, the technical solutions of the present invention will be further described:
Embodiment, as shown in Figure 1-3, a kind of overpass access bridge building for having overturning-preventing and reducing wound, including abutment (1), bridge
Pier (2), bent cap (3), bridge floor beam body (4), bridge floor (5), the bridge pier bottom are arranged abutment, bent cap are laterally arranged at the top of abutment,
Bridge floor beam body is arranged in bent cap top braces, and the covering of bridge floor beam body surface face or lid close installation bridge floor, in which: the abutment includes horizontal pier
(6), bottom stake (7), bridge seat (8), if dry bottom stake is arranged in horizontal pier bottom portion, bridge seat is arranged in horizontal pier top portion, and bridge seat is vertically arranged
Bridge pier, the bridge pier inside, which is arranged, stablizes inner core (9), and the stable inner core includes top fixing seat (10), stabiliser bar or stable cable
(11), bottom fixing seat (12) are pushed up and are attached between fixing seat and bottom fixing seat by stabiliser bar or stable cable (101), the top
Fixing seat includes upper junction plate (13), lower connecting plate (14), connecting rod (15), elastic force stake (16), and upper junction plate is fixed on bridge floor
Beam body bottom, lower connecting plate symmetrical upper junction plate setting position are fixed at upper junction plate, lower connection at the top of the bent cap of bridge pier
Vertically several connecting rods, upper junction plate, lower connection is arranged in connection to plate in distance at the top of bent cap between bridge floor beam body bottom
Vertically arranged elastic force stake on the center of plate, elastic force stake are hydraulic elastic axis or the resetting shaft for being sheathed with elastic spring；It is described
Bridge pier and bent cap matching elastic force stake setting position are provided with vertically arranged core bore (17), setting stabiliser bar or stable cable in core bore,
Stabiliser bar or stable cable top are connected on lower connecting plate, and bottom is fixedly connected in the stake of bottom；
Described bent cap bottom or so goes back a left side that is provided with and prevents that collapsing checking bollard (18) and the right side prevents collapsing checking bollard (19), matches and prevents that collapsing cable (20) leads
Draw setting position in abutment and be wholely set left bottom checking bollard (20) and right bottom checking bollard (21), the right side prevents that collapsing the anti-of checking bollard collapses cable and a left side
The connection of bottom checking bollard, the anti-anti- cable that collapses for collapsing checking bollard in a left side are connected with right bottom checking bollard.
As being additionally provided with several pairs of position limiting piles (22) inside the preferred core bore.
As shown in figure 4, being provided with left time on cant beam (23) as the preferred bent cap anti-collapses checking bollard (231) and right time is prevented
Collapse checking bollard (232), left time anti-collapse checking bollard and right time it is anti-collapse the time anti-of traction setting on checking bollard and collapse cable (24), left time anti-to collapse checking bollard
Anti- to collapse cable traction and be fixed on left bottom checking bollard, right time anti-to collapse the anti-of checking bollard and collapses cable traction and be fixed on right bottom checking bollard.
It is additionally provided with as between the preferred bent cap and bridge floor beam body across hole (25), pushes up fixing seat, stabiliser bar or stabilization
Cable, bottom fixing seat are arranged in across hole.
It is equal to right bottom checking bollard to the right anti-length for collapsing checking bollard as the preferably described left anti-length for collapsing checking bollard, the right side is anti-to collapse checking bollard
Length be equal to left bottom checking bollard to the right anti-length for collapsing checking bollard.
As shown in figure 5, stake (27) are stayed in the bottom setting of side cable as being additionally provided with side cable (26) on the preferred bridge pier,
Head end is bundled in the head of bridge pier, and side cable is bundled in stake, and the length of side cable is longer than bridge pier to the length for staying stake.
Implementation principle and mode as shown in Figure 1, the design original bent cap lower end be staggered two it is tight anti-
Cable is collapsed, for balancing the stress of left and right bridge floor beam body and bridge floor, it is ensured that a part can be eliminated, for example left side stress is excessive, then
The anti-cable that collapses in the right will do it the correction of a part, and the stress of bridge floor is allowed to get a promotion；Or excessive situation is accepted in bridge floor
Under, crossed such as the left side stress of bridge floor beam body (4), bridge floor (5) and often have the case where avalanche, have it is anti-collapse cable in the case where, it is anti-to collapse
Cable falls on the side of bridge pier rather than avalanche outward under pullling bridge floor beam body (4), bridge floor (5) directly, fall under bridge
Local-style dwelling houses or road on；
Secondary injury caused by the damage of pontic or bridge pier can also be taken precautions against, the active of actual principle of the invention and automobile damages former
Manage it is relevant, automobile in the 80-90 age in order to focus on constantly increasing oneself weight and protection dynamics safely, as a result, it has been found that
Driver can be protected really under the accident of automobile and car collision, but due to technical staff and data after 20th century of entrance
The accident overwhelming majority of analyst's discovery, automobile is found between automobile and pedestrian, under the refitting protection of automobile, is caused to pedestrian
Mortal injury reduces the automobile refitting energy-absorbing equipment of light protection equipment so producing, these energy-absorbing equipment can increase
" self-destruction " probability, for protecting pedestrian, so starting point of the invention is also, in the case where contingency, what the present invention was built
Bridge pier can stablize inner core in the stress for haling bridge pier always as in Figure 3-5, when stress is to the limit, because
Bridge pier, which is that affirmative is strong plus the stress for stablizing inner core, crosses the individual stress of bridge pier, falls so will appear bridge pier and be individually broken original place
Collapse, along with the anti-presence for collapsing cable, what is control is pullled, can guarantee entirely self-destructed component all original places collapse and
Will not be poured by our common meetings one it is rectangular go, pressing against neighbouring local-style dwelling houses, the mankind or other facilities.
Specific embodiment described herein is only an example for the spirit of the invention.The neck of technology belonging to the present invention
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Claims (6)
1. a kind of overpass access bridge building for having overturning-preventing and reducing wound, including abutment (1), bridge pier (2), bent cap (3), bridge floor
Beam body (4), bridge floor (5), the bridge pier bottom are arranged abutment, bent cap are laterally arranged at the top of abutment, and bridge is arranged in bent cap top braces
Face beam body, the covering of bridge floor beam body surface face or lid close installation bridge floor, it is characterized in that: the abutment includes horizontal pier (6), bottom stake (7), bridge
Beam seat (8), if horizontal pier bottom portion is arranged dry bottom stake, horizontal pier top portion is arranged bridge seat, and bridge seat is vertically arranged bridge pier, in the bridge pier
Portion, which is arranged, stablizes inner core (9), and the stable inner core includes top fixing seat (10), stabiliser bar or stable cable (11), bottom fixing seat
(12), it pushes up between fixing seat and bottom fixing seat and is attached by stabiliser bar or stable cable (101), the top fixing seat includes upper company
Fishplate bar (13), lower connecting plate (14), connecting rod (15), elastic force stake (16), upper junction plate are fixed on bridge floor beam body bottom, lower connection
Plate symmetrical upper junction plate setting position is fixed at the top of the bent cap of bridge pier upper junction plate, lower connecting plate at the top of bent cap and bridge
The upper vertical connection in the distance between face beam body bottom is arranged several connecting rods, upper junction plate, lower connecting plate center on erect
To setting elastic force stake, elastic force stake is hydraulic elastic axis or the resetting shaft for being sheathed with elastic spring；The bridge pier and bent cap match bullet
Power stake setting position is provided with vertically arranged core bore (17), setting stabiliser bar or stable cable in core bore, stabiliser bar or stable cable top
End is connected on lower connecting plate, and bottom is fixedly connected in the stake of bottom；
Described bent cap bottom or so goes back a left side that is provided with and prevents that collapsing checking bollard (18) and the right side prevents collapsing checking bollard (19), matches and prevents that collapsing cable (20) leads
Draw setting position in abutment and be wholely set left bottom checking bollard (20) and right bottom checking bollard (21), the right side prevents that collapsing the anti-of checking bollard collapses cable and a left side
The connection of bottom checking bollard, the anti-anti- cable that collapses for collapsing checking bollard in a left side are connected with right bottom checking bollard.
2. a kind of overpass access bridge building for having overturning-preventing and reducing wound according to claim 1, it is characterized in that: described
Several pairs of position limiting piles (22) are additionally provided with inside core bore.
3. a kind of overpass access bridge building for having overturning-preventing and reducing wound according to claim 1, it is characterized in that: described
Be provided on the cant beam (23) of bent cap left time it is anti-collapse checking bollard and right time it is anti-collapse checking bollard, left time anti-to collapse checking bollard (231) and right time is prevented collapsing
The time anti-of traction setting is collapsed cable (24) on checking bollard (232), and left time anti-to collapse the anti-of checking bollard and collapse cable traction and be fixed on left bottom checking bollard, right
It is secondary anti-to collapse the anti-of checking bollard and collapse cable traction and be fixed on right bottom checking bollard.
4. a kind of overpass access bridge building for having overturning-preventing and reducing wound according to claim 1 or 3, it is characterized in that:
It is additionally provided between the bent cap and bridge floor beam body across hole (25), pushes up fixing seat, stabiliser bar or stablize cable, fixing seat setting in bottom exists
Across in hole.
5. a kind of overpass access bridge building for having overturning-preventing and reducing wound according to claim 1, it is characterized in that: described
The anti-length for collapsing checking bollard in a left side is equal to right bottom checking bollard to the right anti-length for collapsing checking bollard, and the anti-length for collapsing checking bollard in the right side is equal to left bottom checking bollard and arrives
The anti-length for collapsing checking bollard in the right side.
6. a kind of overpass access bridge building for having overturning-preventing and reducing wound according to claim 1, it is characterized in that: described
It is additionally provided on bridge pier side cable (26), stake (27) are stayed in the bottom setting of side cable, and head end is bundled in the head of bridge pier, and side cable is bundled in
In stake, the length of side cable is longer than bridge pier to the length for staying stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710584676.3A CN109267468A (en) | 2017-07-18 | 2017-07-18 | A kind of overpass access bridge building for having overturning-preventing and reducing wound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710584676.3A CN109267468A (en) | 2017-07-18 | 2017-07-18 | A kind of overpass access bridge building for having overturning-preventing and reducing wound |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109267468A true CN109267468A (en) | 2019-01-25 |
Family
ID=65147925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710584676.3A Pending CN109267468A (en) | 2017-07-18 | 2017-07-18 | A kind of overpass access bridge building for having overturning-preventing and reducing wound |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109267468A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593681A (en) * | 2020-06-12 | 2020-08-28 | 安徽省公路桥梁工程有限公司 | Pier stud retaining cast-in-place box girder ecological dismantling system and construction method |
-
2017
- 2017-07-18 CN CN201710584676.3A patent/CN109267468A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593681A (en) * | 2020-06-12 | 2020-08-28 | 安徽省公路桥梁工程有限公司 | Pier stud retaining cast-in-place box girder ecological dismantling system and construction method |
| CN111593681B (en) * | 2020-06-12 | 2021-11-30 | 安徽省公路桥梁工程有限公司 | Pier stud retaining cast-in-place box girder ecological dismantling system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190125 |