CN207419233U - The bridge pier of Rail Transit System and with its Rail Transit System - Google Patents
The bridge pier of Rail Transit System and with its Rail Transit System Download PDFInfo
- Publication number
- CN207419233U CN207419233U CN201721346892.6U CN201721346892U CN207419233U CN 207419233 U CN207419233 U CN 207419233U CN 201721346892 U CN201721346892 U CN 201721346892U CN 207419233 U CN207419233 U CN 207419233U
- Authority
- CN
- China
- Prior art keywords
- rail transit
- transit system
- pier
- bridge pier
- sub
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of bridge pier of Rail Transit System and with its Rail Transit System, the bridge pier of the Rail Transit System includes：Pile foundation；Cushion cap, the cushion cap are located above the pile foundation；Pier stud, the pier stud are located at the spaced sub- pier stud of extending direction of the track girder above the cushion cap and including two along the Rail Transit System；Bent cap, the bent cap include the spaced sub- bent cap of extending direction of two track girders along the Rail Transit System, and two sub- bent caps are respectively provided above two sub- pier studs.Have many advantages, such as that anti-seismic performance is good, at low cost, production efficiency is high according to the bridge pier of the Rail Transit System of the utility model embodiment.
Description
Technical field
The utility model is related to technical field of rail traffic, in particular to a kind of bridge pier of Rail Transit System and
The Rail Transit System of bridge pier with the Rail Transit System.
Background technology
Rail Transit System in correlation technique, bridge pier are arranged to separate type in order to increase shock resistance, by pier stud, but
The volume of pier stud increases, it is necessary to increase great amount of work and construction cost.
Utility model content
The utility model is intended at least solve one of technical problem in the prior art.For this purpose, the utility model carries
Go out a kind of bridge pier of Rail Transit System, the bridge pier of the Rail Transit System is with anti-seismic performance is good, at low cost, production efficiency is high
The advantages that.
To achieve the above object, the embodiment of first aspect according to the present utility model proposes a kind of Rail Transit System
Bridge pier, the bridge pier of the Rail Transit System include：Pile foundation；Cushion cap, the cushion cap are located above the pile foundation；Pier stud, it is described
The extending direction that pier stud is located at the track girder above the cushion cap and including two along the Rail Transit System is spaced
Sub- pier stud；Bent cap, the bent cap include the spaced son of extending direction of two track girders along the Rail Transit System
Bent cap, two sub- bent caps are respectively provided above two sub- pier studs.
According to the bridge pier of the Rail Transit System of the utility model embodiment, have that anti-seismic performance is good, at low cost, production effect
The advantages that rate is high.
In addition, can also be had according to the bridge pier of the Rail Transit System of the utility model above-described embodiment following additional
Technical characteristic：
One embodiment according to the present utility model, the upper end of two sub- bent caps are connected by shear connector.
One embodiment according to the present utility model, each sub- pier stud and the sub- bent cap formed by integrally casting above it into
Type.
One embodiment according to the present utility model, structure between two sub- bent caps and between two sub- pier studs
Into Separation, the Separation is perpendicular to the extending direction of the track girder.
One embodiment according to the present utility model, the width of the Separation are less than or equal to 3 centimetres.
One embodiment according to the present utility model, the cross-sectional area of the lower end of the bent cap are less than the cross section of upper end
Product.
One embodiment according to the present utility model, the vertical extension side with the track girder of the length direction of the bent cap
To the bent cap is equipped with the bearing for being used to support the track girder, and the bearing is located at respectively in the horizontal direction for two
The both sides of the pier stud.
One embodiment according to the present utility model is equipped with evacuation platform between two bearings.
One embodiment according to the present utility model, the length direction of the cushion cap in the horizontal direction is perpendicular to the rail
The extending direction of road beam, the pile foundation is for two and in the horizontal direction respectively positioned at the both sides of the pier stud.
The embodiment of second aspect according to the present utility model proposes a kind of Rail Transit System, the Rail Transit System
The bridge pier of Rail Transit System described in embodiment including first aspect according to the present utility model.
According to the Rail Transit System of the utility model embodiment, by using first aspect according to the present utility model
The bridge pier of Rail Transit System described in embodiment has many advantages, such as highly reliable, at low cost.
The additional aspect and advantage of the utility model will be set forth in part in the description, partly will be from following description
In become apparent or recognized by the practice of the utility model.
Description of the drawings
The above-mentioned and/or additional aspect and advantage of the utility model will in the description from combination accompanying drawings below to embodiment
Become apparent and be readily appreciated that, wherein：
Fig. 1 is the structure diagram according to the bridge pier of the Rail Transit System of the utility model embodiment.
Fig. 2 is the structure diagram according to the bridge pier of the Rail Transit System of the utility model embodiment.
Fig. 3 is the structure diagram according to the bridge pier of the Rail Transit System of the utility model embodiment.
Reference numeral：Bridge pier 1, pile foundation 100, cushion cap 200, pier stud 300, sub- pier stud 310, the bent cap of Rail Transit System
400th, sub- bent cap 410, Separation 500, bearing 600.
Specific embodiment
The embodiment of the utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning
Same or similar element is represented to same or similar label eventually or there is same or like element.Below by ginseng
The embodiment for examining attached drawing description is exemplary, and is only used for explaining the utility model, and it is not intended that the utility model
Limitation.
In the description of the utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable
The orientation or position relationship of the instructions such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " are based on orientation shown in the drawings
Or position relationship, be for only for ease of description the utility model and simplify description rather than instruction or imply signified device or
Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that limit to the utility model
System.In addition, define " first ", one or more this feature can be expressed or be implicitly included to the feature of " second ".
In the description of the utility model, unless otherwise indicated, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in the description of the utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integrally
Connection；Can be mechanical connection or electrical connection；It can be directly connected, can also be indirectly connected by intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, can above-mentioned art be understood with concrete condition
Concrete meaning of the language in the utility model.
Below with reference to the accompanying drawings bridge pier 1 according to the Rail Transit System of the utility model embodiment is described.
As shown in Figure 1-Figure 3, pile foundation 100 included according to the bridge pier 1 of the Rail Transit System of the utility model embodiment, held
Platform 200, pier stud 300 and bent cap 400.
Cushion cap 200 is located at 100 top of pile foundation.Pier stud 300 is located at the top of cushion cap 200 and including two along the track traffic
The spaced sub- pier stud 310 of extending direction of the track girder of system.Bent cap 400 includes two along the Rail Transit System
The spaced sub- bent cap 410 of extending direction of track girder, two sub- bent caps 410 are respectively provided at two sub- 310 tops of pier stud.
According to the bridge pier 1 of the Rail Transit System of the utility model embodiment, by setting two spaced sub- piers
Column 310 and two spaced sub- bent caps 410 can realize the separation design of bridge pier 1, so as to enhance the antidetonation of bridge pier 1
Function ensures 1 reliability of structure of bridge pier.
Also, the separate type bridge pier in correlation technique, two sub- pier stud is along perpendicular to the extending direction interval of track girder
It sets, its volume is caused to increase, building materials and cost is added, increases quantities.The bridge pier 1 of Rail Transit System passes through
Two sub- pier studs 310 and two sub- bent caps 410 is made to be arranged at intervals along the extending direction of track girder, with the separate type in correlation technique
Bridge pier is compared, and the longitudinal direction that bridge pier 1 can be reduced in the case where ensureing shock resistance refers to, so as to save the construction material of bridge pier 1
Material and cost reduce the quantities of bridge pier 1, reduce the construction period of bridge pier 1.
In addition, by setting the sub- bent cap 410 being separated from each other in the top of sub- pier stud 310, with the separation in correlation technique
Formula bridge pier is compared, and the bridge pier 1 of Rail Transit System can more flexibly set line alignment, is conducive to the linear essence of control circuit
Degree extends the longitudinally extending property of bridge.
Therefore, according to the bridge pier 1 of the Rail Transit System of the utility model embodiment have anti-seismic performance it is good, it is at low cost,
The advantages that production efficiency is high.
Below with reference to the accompanying drawings bridge pier 1 according to the Rail Transit System of the utility model specific embodiment is described.
In some specific embodiments of the utility model, as shown in Figure 1-Figure 3, according to the rail of the utility model embodiment
The bridge pier 1 of pipeline transportation system includes pile foundation 100, cushion cap 200, pier stud 300 and bent cap 400.
Specifically, the upper end of two sub- bent caps 410 is connected by shear connector.It so can not only utilize the shearing
Connector fastens bridge pier 1, to further improve the reliability of bridge pier 1, and can ensure the anti-seismic performance of bridge pier 1.
Optionally, as shown in Figure 1, every sub- pier stud 310 is molded with 410 formed by integrally casting of sub- bent cap above it.It is specific and
Speech, sub- pier stud 310 and sub- bent cap 410 can be transported to construction site after pouring molding and installed again in advance.So not only may be used
To further improve the structural strength of bridge pier 1, the reliability and anti-seismic performance of bridge pier 1 are improved, and bridge can be further improved
The production efficiency of pier 1.
Fig. 1-Fig. 3 shows the bridge pier 1 of the Rail Transit System according to one specific example of the utility model.Such as Fig. 1-figure
Shown in 3, form Separation 500 between two sub- bent caps 410 and between two sub- pier studs 310, Separation 500 perpendicular to
The extending direction of the track girder.It so can be in order to form uniform gap between sub- pier stud 310 and sub- bent cap 410, just
In the construction of bridge pier 1.
Specifically, the width of Separation 500 is less than or equal to 3 centimetres.It so can be further convenient for the body of control bridge pier 1
Product size further saves the cost of bridge pier 1, improves the efficiency of construction of bridge pier 1.
Advantageously, as shown in Figure 1, the cross-sectional area of the lower end of bent cap 400 is less than the cross-sectional area of upper end.Specifically,
Bent cap 400 is being trapezoidal perpendicular to the section of its length direction, and the trapezoidal bottom is less than the length at upper bottom.It so can be so as to
It is transferred in the power on track girder on cushion cap 200 and pile foundation 100, further improves the reliability of bridge pier 1, ensure that bridge to base
The requirement for bearing capacity of plinth.
More specifically, as shown in Fig. 2, the vertical extending direction with the track girder of the length direction of bent cap 400, bent cap
400 are equipped with the bearing 600 for being used to support the track girder, and bearing 600 is located at pier stud 300 respectively in the horizontal direction for two
Both sides.So can be in order to the setting of track girder, the structure for making bridge pier 1 is more reasonable.
More advantageously, evacuation platform is equipped between two bearings 600.Specifically, it is also provided between bearing 600
Fire escape, line channel or access path etc..So can lead to the passenger on the vehicle of the Rail Transit System
It crosses evacuation platform to take refuge, can not only improve the security of passenger, but also can make full use of between two bearings 600
Space.
Further, as shown in figure 3, the length direction of cushion cap 200 in the horizontal direction prolonging perpendicular to the track girder
Direction is stretched, pile foundation 100 is for two and in the horizontal direction respectively positioned at the both sides of pier stud 300.So can further it protect
The bearing capacity of bridge pier 1 is demonstrate,proved, the structure for making bridge pier 1 is more reasonable.
Rail Transit System according to the utility model embodiment is described below.According to the track of the utility model embodiment
Traffic system includes the bridge pier 1 of the Rail Transit System according to the utility model above-described embodiment.
According to the Rail Transit System of the utility model embodiment, by using according to the utility model above-described embodiment
The bridge pier 1 of Rail Transit System has many advantages, such as highly reliable, at low cost.
Specifically, the Rail Transit System is sit-astride Rail Transit System.
According to other compositions of the Rail Transit System of the utility model embodiment and operate for the common skill in this field
All it is known for art personnel, is not detailed herein.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " illustrative examples ",
The description of " example ", " specific example " or " some examples " etc. means to combine specific features, the knot that the embodiment or example describe
Structure, material or feature are contained at least one embodiment or example of the utility model.In the present specification, to above-mentioned art
The schematic representation of language may not refer to the same embodiment or example.Moreover, description specific features, structure, material or
Person's feature can in an appropriate manner combine in any one or more embodiments or example.
While there has been shown and described that the embodiment of the utility model, it will be understood by those skilled in the art that：
In the case where not departing from the principle and objective of the utility model can these embodiments be carried out with a variety of variations, modification, replaced
And modification, the scope of the utility model are limited by claim and its equivalent.
Claims (10)
1. a kind of bridge pier of Rail Transit System, which is characterized in that including：
Pile foundation；
Cushion cap, the cushion cap are located above the pile foundation；
Pier stud, the pier stud are located at the extension side of the track girder above the cushion cap and including two along the Rail Transit System
To spaced sub- pier stud；
Bent cap, the bent cap include the spaced sub- lid of extending direction of two track girders along the Rail Transit System
Beam, two sub- bent caps are respectively provided above two sub- pier studs.
2. the bridge pier of Rail Transit System according to claim 1, which is characterized in that the upper end of two sub- bent caps is by cutting
Power connector is connected.
3. the bridge pier of Rail Transit System according to claim 1, which is characterized in that each sub- pier stud and its top
Sub- bent cap formed by integrally casting shaping.
4. the bridge pier of Rail Transit System according to claim 1, which is characterized in that between two sub- bent caps and
Separation is formed between two sub- pier studs, the Separation is perpendicular to the extending direction of the track girder.
5. the bridge pier of Rail Transit System according to claim 4, which is characterized in that the width of the Separation is less than
Equal to 3 centimetres.
6. the bridge pier of Rail Transit System according to claim 1, which is characterized in that the cross section of the lower end of the bent cap
Product is less than the cross-sectional area of upper end.
7. the bridge pier of Rail Transit System according to claim 1, which is characterized in that the length direction of the bent cap is vertical
With the extending direction of the track girder, the bent cap is equipped with the bearing for being used to support the track girder, and the bearing is two
It is located at the both sides of the pier stud respectively in the horizontal direction.
8. the bridge pier of Rail Transit System according to claim 7, which is characterized in that be equipped with and dredge between two bearings
Dissipate platform.
9. the bridge pier of Rail Transit System according to claim 1, which is characterized in that the cushion cap is in the horizontal direction
Length direction is perpendicular to the extending direction of the track girder, and the pile foundation is for two and in the horizontal direction respectively positioned at the pier
The both sides of column.
10. a kind of Rail Transit System, which is characterized in that the Rail Transit System is included according to any in claim 1-9
Described in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721346892.6U CN207419233U (en) | 2017-10-17 | 2017-10-17 | The bridge pier of Rail Transit System and with its Rail Transit System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721346892.6U CN207419233U (en) | 2017-10-17 | 2017-10-17 | The bridge pier of Rail Transit System and with its Rail Transit System |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419233U true CN207419233U (en) | 2018-05-29 |
Family
ID=62311949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721346892.6U Active CN207419233U (en) | 2017-10-17 | 2017-10-17 | The bridge pier of Rail Transit System and with its Rail Transit System |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419233U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894106A (en) * | 2018-06-28 | 2018-11-27 | 安徽东方钢结构有限公司 | A kind of track girder long range overhead device |
-
2017
- 2017-10-17 CN CN201721346892.6U patent/CN207419233U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894106A (en) * | 2018-06-28 | 2018-11-27 | 安徽东方钢结构有限公司 | A kind of track girder long range overhead device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205063127U (en) | Precast reinforced concrete is dull and stereotyped | |
| CN201296907Y (en) | Framework-type anti-collision movable guardrail | |
| CN206736770U (en) | Intelligent early-warning height-limiting frame | |
| CN207958993U (en) | A kind of section steel beam pillar Bridge guardrail structure | |
| CN207419233U (en) | The bridge pier of Rail Transit System and with its Rail Transit System | |
| CN205636485U (en) | Bridge telescoping device of making an uproar falls in damping | |
| CN206815165U (en) | Track traffic steel reinforced concrete combines trough girder | |
| CN103556590A (en) | Movable motor way isolation barrier | |
| CN207210983U (en) | A kind of cantilever flexible hangar tunnel | |
| CN102904194A (en) | Insulation folding arm arch-bridge type docking spanning vehicle | |
| CN204644878U (en) | A kind of transom pier steel truss girder lifting construction device | |
| CN201785715U (en) | Anti-collision movable guardrail | |
| CN207892037U (en) | A kind of large-span steel-reinforced concrete is without column subway station | |
| CN204260223U (en) | Trackless compact shelving | |
| CN103088951B (en) | A kind of roof system supports and i iron purlin is connected constructs and assembled connecting method | |
| CN208469609U (en) | A kind of contact network termination ending fitting | |
| CN209307915U (en) | A kind of highway barrier | |
| CN209759998U (en) | Rigid frame groove type beam bridge crossing shallow buried tunnel | |
| CN105648947A (en) | Enveloped type combined guardrail | |
| CN205894482U (en) | U shaped steel roof beam | |
| CN204982626U (en) | Highway layering steel case roof beam | |
| CN205524177U (en) | Device of construction vehicle tune in tunnel | |
| CN203374067U (en) | Shear force fence pile foundation for civil engineering | |
| CN209384048U (en) | A kind of aerocycle road structure being arranged in pier stud two sides under overpass | |
| CN203834348U (en) | Shock-resistant noise-reduction single-slit-type telescopic device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |