CN207047681U - Bridge assembly - Google Patents
Bridge assembly Download PDFInfo
- Publication number
- CN207047681U CN207047681U CN201720789264.9U CN201720789264U CN207047681U CN 207047681 U CN207047681 U CN 207047681U CN 201720789264 U CN201720789264 U CN 201720789264U CN 207047681 U CN207047681 U CN 207047681U
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- CN
- China
- Prior art keywords
- bridge
- assembly
- ground
- bearing
- abutment
- 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 kind of bridge assembly, bridge body including the side of resting on the ground and positioned at abutment assembly below ground, it is fixedly connected between the top of the abutment assembly and the bottom of the bridge body by vertically stretching out in the bridge pier on ground, the inside of the abutment assembly is vertically placed with some horizontally extending interlayers successively, formed between adjacent two interlayer and be available for setting road or the bearing space of retail shop, the piping lane for being available for municipal pipeline to arrange is additionally provided with the abutment assembly.Which employs possess the synthesis structure formed with the Box-formed Bridge based structures of multilayer bearing space from the bridge structure of ground and underground, so as to be effectively saved the ground land resource needed for whole facility, Underground Space Resource is effectively utilized simultaneously, municipal land used resource is effectively saved while ensure that facility overall space bearing capacity.
Description
Technical field
It the utility model is related to large-scale road and bridge facility and build technical field of construction, more particularly to a kind of bridge assembly.
Background technology
With the continuous expansion of city size, requirement of the people to Municipal auxiliary facility also improves constantly.To solve
The demand of fast passing, be both needed at city expressway, trunk roads and its crossings on different level set overpass, but its Extended chemotherapy or
Pile foundation occupies more land resource, and this proposes higher requirement to bridge planning, design, construction etc..
Ground land resource needed for the road and bridge stereo facility such as existing overpass is larger, though it can meet that alleviating city passes through
The needs of pressure, but it has also seriously occupied limited municipal land used resource, to urban operating mechanisms such as related municipal pipeline or subways
Arrangement cause inconvenience
Therefore, how to provide a kind of less bridge assembly of the preferable and required land resource of space bearing capacity is ability
Field technique personnel need the important technological problems solved at present.
Utility model content
The purpose of this utility model is to provide a kind of bridge assembly, and the space bearing capacity of the bridge assembly is preferable and required
Land resource it is less.
In order to solve the above technical problems, the utility model provides a kind of bridge assembly, include the bridge for the side of resting on the ground
Body and positioned at abutment assembly below ground, by along perpendicular between the bottom of the top of the abutment assembly and the bridge body
Nogata is fixedly connected to the bridge pier for stretching out in ground, and the inside of the abutment assembly is vertically placed with some along water successively
Square to extension interlayer, formed between adjacent two interlayer and be available for setting road or the bearing space of retail shop, in the abutment assembly
It is additionally provided with the piping lane for being available for municipal pipeline to arrange.
Preferably, some load-bearing pillars, each vertical side in load-bearing pillar edge are vertically provided with the abutment assembly
To sequentially passing through each interlayer.
Preferably, each load-bearing pillar is coaxially disposed and corresponded with each bridge pier.
Preferably, some pedestals being adapted to bridge pier bottom contraposition are provided with the top of the abutment assembly, it is described
Bridge pier inserting is fixed in the pedestal.
Preferably, the bottom of the bridge body is provided with the bearing being adapted to the bridge pier top, the bridge pier inserting
It is fixed in the bearing.
Preferably, the bearing is laminated rubber bearing.
Preferably, the bridge pier is arranged in the axis two of the bridge body into two row successively in the horizontal direction respectively
Side, forms ground main road between the two row bridge pier, and the outside of the two row bridge pier forms ground bypass or pavement.
It is preferably located between the interlayer of bottommost and the bottom plate of the abutment assembly and forms the piping lane.
Preferably, it is coated with waterproof layer on the outer wall of the outer wall of the abutment assembly and each bridge pier.
Relatively above-mentioned background technology, bridge assembly provided by the utility model, which employs the bridge structure by ground
Coordinate the synthesis structure formed with the Box-formed Bridge based structures for possessing multilayer bearing space of underground, it is whole so as to be effectively saved
Ground land resource needed for facility, while Underground Space Resource is effectively utilized, it ensure that facility overall space bearing capacity
While be effectively saved municipal land used resource.
In another preferred scheme of the present utility model, some and bridge pier bottom is provided with the top of the abutment assembly
The pedestal of end contraposition adaptation, the bridge pier inserting are fixed in the pedestal.The pedestal can reliably be fixed with bridge pier, and be bridge
The bridge body part of pier and pier coping portion provides enough support force, ensure the bridge assembly overall construction intensity and can
By property, to meet that high intensity road and facility use needs.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
The structural perspective for the bridge assembly that Fig. 1 is provided by a kind of embodiment of the utility model.
Embodiment
Core of the present utility model is to provide a kind of bridge assembly, and the space bearing capacity of the bridge assembly is preferable and required
Land resource it is less.
In order that those skilled in the art more fully understand the utility model, below in conjunction with the accompanying drawings and it is embodied
The utility model is described in further detail for mode.
It refer to Fig. 1, the structure perspective for the bridge assembly that Fig. 1 is provided by a kind of embodiment of the utility model
Figure.
In a specific embodiment, bridge assembly provided by the utility model, including the bridge above ground 21
Body 11 and the abutment assembly 12 positioned at the lower section of ground 21, pass through edge between the top of abutment assembly 12 and the bottom of bridge body 11
The bridge pier 13 that vertical direction stretches out in ground 21 is fixedly connected, and the inside of abutment assembly 12 is vertically placed with some successively
Horizontally extending interlayer 121, formed between adjacent two interlayer 121 and be available for setting road or the bearing space 122 of retail shop, bridge
The piping lane 123 for being available for municipal pipeline to arrange is additionally provided with base assembly 12.
The bridge assembly is as a result of the bridge structure by ground and the case for possessing multilayer bearing space 122 of underground
The synthesis structure that formula abutment respective outer side edges are formed, so as to be effectively saved the ground land resource needed for whole facility, simultaneously
Underground Space Resource is effectively utilized, municipal land used money is effectively saved while ensure that facility overall space bearing capacity
Source.
It should be noted that specific in practical application, the quantity of above-mentioned bearing space is not limited to shown in figure, apply
Worker person can need that the quantity of bearing space is adjusted flexibly according to actual condition, and coordinate to set in each bearing space as needed
Put the road administration facility such as retail shop or road.
Further, some load-bearing pillars 124 are vertically provided with abutment assembly 12, each load-bearing pillar 124 is along vertical
Direction sequentially passes through each interlayer 121.Each load-bearing pillar 124 can be that abutment assembly 12 provides sufficient vertical structure support force, protect
The overall construction intensity and structural stability of abutment assembly 12 are demonstrate,proved, avoids that phenomena such as internal structure collapses or is broken occurs, so as to
Ensure the operating mode tolerance and fatigue strength of abutment assembly 12.
More specifically, each load-bearing pillar 124 is coaxially disposed and corresponded with each bridge pier 13.This kind of coaxial cooperation structure helps
The conduction of longitudinal stress inside the bridge assembly, ensure facility entirety weight capacity and structural strength.
On the other hand, the top of abutment assembly 12 is provided with some pedestals 131 being adapted to the contraposition of the bottom of bridge pier 13, bridge pier
13 insertings are fixed in pedestal 131.The pedestal 131 can reliably be fixed with bridge pier 13, and be bridge pier 13 and the top of bridge pier 13
The part of bridge body 11 provides enough support forces, ensures the overall construction intensity and reliability of bridge assembly, high-strength to meet
Spend road and facility and use needs.
In addition, the bottom of bridge body 11 is provided with the bearing 132 being adapted to the top of bridge pier 13, the inserting of bridge pier 13 is fixed on
In bearing 132.The bearing 132 can provide enough structural supports with the reliable assembling of bridge pier 13 and for bridge body 11, together
When avoid causing bridge body 11 to produce non-operating structure because bridge pier 13 directly contacts with the body assembly of bridge body 11
Damage, ensure the whole service life of the bridge assembly.
In addition, bearing 132 is laminated rubber bearing.This kind of laminated rubber bearing apparent availability is larger, and buying is convenient.When
So, staff can need flexibly to select the material of bearing 132 according to operating mode during actual job, in principle, as long as
Disclosure satisfy that the actual use of the bridge assembly needs.
Further, bridge pier 13 is arranged in the axis both sides of bridge body 11 into two row successively in the horizontal direction respectively,
Ground main road is formed between two row bridge piers 13, the outside of two row bridge piers 13 forms ground bypass or pavement.Two row bridge piers 13 are formed
Supporting construction can be further ensured that the longitudinal load-bearing ability and structural strength of the bridge assembly, while using into two row rows
The above ground portion of the lower section of bridge body 11 is divided into main road and bypass or the form of main road and pavement by the bridge pier 13 of cloth naturally, will
The vehicles of ground difference right of way shunt naturally with pedestrian, ensure traffic order and traffic efficiency.
More specifically, piping lane 123 is formed between the interlayer 121 of bottommost and the bottom plate of abutment assembly 12.By piping lane 123
Be arranged at the bottom of abutment assembly 12 can effectively avoid in piping lane 123 after pipeline breakage may caused by water body seepage phenomena such as
To adverse effect caused by other bearing spaces 122, ensure that each bearing space of the bridge assembly is independent of each other.
In addition, it is coated with waterproof layer on the outer wall of the outer wall of abutment assembly 12 and each bridge pier 13.The waterproof layer can show
The outer wall waterproof ability for improving abutment assembly 12 and bridge pier 13 is write, avoids water body in long-term use from corroding abutment assembly 12 and bridge pier
13 outer wall, ensure the volume fatigue strength of the bridge assembly and reduce its maintenance cost.
In summary, the bridge assembly provided in the utility model, including the bridge body for the side of resting on the ground and be located at
By vertically stretching out between the bottom of abutment assembly below ground, the top of the abutment assembly and the bridge body
Bridge pier in ground is fixedly connected, and the inside of the abutment assembly is vertically placed with some horizontally extending successively
Interlayer, formed between adjacent two interlayer and be available for setting road or the bearing space of retail shop, being additionally provided with the abutment assembly can
For the piping lane of municipal pipeline arrangement.Which employs the bridge structure by ground and the Box-formed Bridge for possessing multilayer bearing space of underground
Based structures coordinate the synthesis structure formed, so as to be effectively saved the ground land resource needed for whole facility, while effectively
Underground Space Resource is make use of, municipal land used resource is effectively saved while ensure that facility overall space bearing capacity.
Bridge assembly provided by the utility model is described in detail above.Specific case pair used herein
Principle and embodiment of the present utility model are set forth, and the explanation of above example is only intended to help and understands that this practicality is new
The method and its core concept of type.It should be pointed out that for those skilled in the art, this practicality is not being departed from
On the premise of new principle, some improvement and modification can also be carried out to the utility model, these are improved and modification also falls into this
In the protection domain of utility model right requirement.
Claims (9)
- A kind of 1. bridge assembly, it is characterised in that：Bridge body including the side of resting on the ground and positioned at abutment below ground Consolidated between the bottom of assembly, the top of the abutment assembly and the bridge body by vertically stretching out in the bridge pier on ground Fixed connection, the inside of the abutment assembly are vertically placed with some horizontally extending interlayers successively, and adjacent two Formed between interlayer and be available for setting road or the bearing space of retail shop, be additionally provided with the abutment assembly and be available for municipal pipeline to arrange Piping lane.
- 2. bridge assembly as claimed in claim 1, it is characterised in that：Vertically it is provided with the abutment assembly some Load-bearing pillar, each load-bearing pillar vertically sequentially pass through each interlayer.
- 3. bridge assembly as claimed in claim 2, it is characterised in that：Each load-bearing pillar is coaxially disposed simultaneously with each bridge pier Correspond.
- 4. bridge assembly as claimed in claim 1, it is characterised in that：Be provided with the top of the abutment assembly it is some with it is described The pedestal of bridge pier bottom contraposition adaptation, the bridge pier inserting are fixed in the pedestal.
- 5. bridge assembly as claimed in claim 1, it is characterised in that：The bottom of the bridge body is provided with and the bridge pier The bearing of top adaptation, the bridge pier inserting are fixed in the bearing.
- 6. bridge assembly as claimed in claim 5, it is characterised in that：The bearing is laminated rubber bearing.
- 7. bridge assembly as claimed in claim 1, it is characterised in that：The bridge pier is arranged successively in the horizontal direction respectively into two row The axis both sides of the bridge body are distributed in, ground main road, the outside of the two row bridge pier are formed between the two row bridge pier Form ground bypass or pavement.
- 8. bridge assembly as claimed in claim 1, it is characterised in that：The interlayer and the abutment assembly positioned at bottommost Bottom plate between form the piping lane.
- 9. bridge assembly as claimed in claim 1, it is characterised in that：The outer wall of the abutment assembly and each bridge pier it is outer Waterproof layer is coated with wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720789264.9U CN207047681U (en) | 2017-06-30 | 2017-06-30 | Bridge assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720789264.9U CN207047681U (en) | 2017-06-30 | 2017-06-30 | Bridge assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207047681U true CN207047681U (en) | 2018-02-27 |
Family
ID=61494666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720789264.9U Expired - Fee Related CN207047681U (en) | 2017-06-30 | 2017-06-30 | Bridge assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207047681U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184868A (en) * | 2019-05-31 | 2019-08-30 | 胡洋 | A kind of overpass and pipe gallery co-ordinative construction |
-
2017
- 2017-06-30 CN CN201720789264.9U patent/CN207047681U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184868A (en) * | 2019-05-31 | 2019-08-30 | 胡洋 | A kind of overpass and pipe gallery co-ordinative construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 Termination date: 20180630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |