CN205259052U - Bridge - Google Patents
Bridge Download PDFInfo
- Publication number
- CN205259052U CN205259052U CN201521135608.1U CN201521135608U CN205259052U CN 205259052 U CN205259052 U CN 205259052U CN 201521135608 U CN201521135608 U CN 201521135608U CN 205259052 U CN205259052 U CN 205259052U
- Authority
- CN
- China
- Prior art keywords
- bridge
- abutment
- sarasota
- bridge floor
- upright post
- 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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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a bridge, including pier, abutment, cable support tower, suspension cable, the pier top is the abutment, the design of abutment top has the shock mounting, the shock mounting top is the bridge floor, bridge floor both sides installation top stand, top stand mid -mounting has top beam, top stand upper surface is the top railing, top railing upper surface middle part design has the cable support tower, the installation of cable support tower both sides the suspension cable. Beneficial effect lies in: can effectively cushion vibration or buried vibration on the bridge floor, effectively prevent to collapse because of the bridge floor that large -scale vibration leads to.
Description
Technical field
The utility model belongs to Bridge Design field, is specifically related to a kind of bridge.
Background technology
Bridge, refers to be erected in rivers,lakes and seas, makes the building that traffic etc. can be current smoothly, is called bridge.Bridge is generally made up of superstructure, substructure, bearing and attached structure, and superstructure claims again spanningStructure is the primary structure of leaping over obstacles; Substructure comprises abutment, bridge pier and basis; Bearing is spanningThe load transfer device that the supporting place of structure and bridge pier or abutment arranges; Attached structure refers to transition slab at bridge head, coneShape bank protection, shore protection, training works etc. The shockproof properties of bridge is wanted most very much, particularly many in earthquakeSend out district, but many bridges also do not meet this requirement.
Utility model content
The purpose of this utility model is just to provide in order to address the above problem a kind of bridge.
The utility model is achieved through the following technical solutions above-mentioned purpose:
A kind of bridge, comprises bridge pier, abutment, Sarasota, suspension cable, and described bridge pier top is described abutment,Described abutment top is designed with vibration abatement, and described vibration abatement top is bridge floor, and install described bridge floor both sidesTop upright post, described top upright post middle part is provided with top cross beam, and described top upright post upper surface is hurdle, topBar, described top rail upper surface middle part is designed with described Sarasota, and described suspension cable is installed in described Sarasota both sides.
In said structure, in the time that described bridge floor is received vibration pressure, described bridge pier supports described abutment, instituteState the pressure of vibration abatement buffering top, described in the described suspension cable that is fixed on described Sarasota both sides can cushionTop rail is out of shape the pulling force causing.
In order further to improve the security of bridge, described bridge pier connects described abutment by inner reinforcing bar, instituteStating vibration abatement is arranged between described abutment and described bridge floor by the reinforced concrete footing of top and bottom.
In order further to improve the security of bridge, described top upright post is inserted in the inside concrete of described bridge floor,Described top cross beam runs through all described top upright post middle parts, and connects described top by spherical linkageRailing by bolted on described top upright post.
In order further to improve the security of bridge, described Sarasota is fixed on described bridge floor through described top railUpper, the end of described suspension cable is embedded in described Sarasota inside.
Beneficial effect is: can effectively cushion vibration on bridge floor or underground vibration, effectively prevent because ofThe bridge floor that large-scale vibrating causes caves in.
Brief description of the drawings
Fig. 1 is the three-dimensional view of a kind of bridge described in the utility model;
Fig. 2 is the front view of a kind of bridge described in the utility model.
1, bridge pier; 2, abutment; 3, bridge floor; 4, top rail; 5, Sarasota; 6, suspension cable; 7, topPortion's column; 8, vibration abatement; 9, top cross beam.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail:
As Figure 1-Figure 2, a kind of bridge, comprises bridge pier 1, abutment 2, Sarasota 5, suspension cable 6, bridgePier 1 top is abutment 2, and abutment 2 tops are designed with vibration abatement 8, and vibration abatement 8 tops are bridge floors 3,Top upright post 7 is installed in bridge floor 3 both sides, supports top rail 4, and top upright post 7 middle parts are provided with top horizontal strokeBeam 9, in order to improve the stability of top upright post 7, top upright post 7 upper surfaces are top rail 4, for pedestrianHand steered, top rail 4 upper surface middle part are designed with Sarasota 5, and suspension cable 6 is installed in Sarasota 5 both sides.
In said structure, in the time that bridge floor 3 is received vibration pressure, bridge pier 1 supports abutment 2, vibration abatement 8The pressure of buffering top, the suspension cable 6 that is fixed on Sarasota 5 both sides can cushion top rail 4 distortion to be causedPulling force.
In order further to improve the security of bridge, bridge pier 1 connects abutment 2, vibration abatement by inner reinforcing bar8 are arranged between abutment 2 and bridge floor 3 by the reinforced concrete footing of top and bottom, and top upright post 7 is inserted in bridgeThe inside concrete of face 3, top cross beam 9 runs through all top upright post 7 middle parts, and passes through spherical linkageConnect, top rail 4 is by bolted on top upright post 7, and Sarasota 5 is fixing through top rail 4On bridge floor 3, the end of suspension cable 6 is embedded in Sarasota 5 inside.
More than show and described general principle of the present utility model, principal character and advantage. The skill of the industryArt personnel should understand, and the utility model is not restricted to the described embodiments, in above-described embodiment and descriptionThat describes just illustrates principle of the present utility model, do not departing under the prerequisite of the utility model spirit and scope,The utility model also has various changes and modifications, and these changes and improvements all fall into this claimed practicalityIn novel scope. The claimed scope of the utility model is defined by appending claims and effect thing thereof.
Claims (4)
1. a bridge, is characterized in that: comprise bridge pier, abutment, Sarasota, suspension cable, described bridge pier topPortion is described abutment, and described abutment top is designed with vibration abatement, and described vibration abatement top is bridge floor, instituteState bridge floor both sides top upright post is installed, described top upright post middle part is provided with top cross beam, described top upright postUpper surface is top rail, and described top rail upper surface middle part is designed with described Sarasota, described Sarasota both sidesDescribed suspension cable is installed.
2. a kind of bridge according to claim 1, is characterized in that: described bridge pier is by inner steelMuscle connects described abutment, and described vibration abatement is arranged on described abutment by the reinforced concrete footing of top and bottomAnd between described bridge floor.
3. a kind of bridge according to claim 1, is characterized in that: described in described top upright post is inserted inThe inside concrete of bridge floor, described top cross beam runs through all described top upright post middle parts, and by sphericalChain connection, described top rail by bolted on described top upright post.
4. a kind of bridge according to claim 1, is characterized in that: described Sarasota is through described topRailing is fixed on described bridge floor, and the end of described suspension cable is embedded in described Sarasota inside.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521135608.1U CN205259052U (en) | 2015-12-31 | 2015-12-31 | Bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521135608.1U CN205259052U (en) | 2015-12-31 | 2015-12-31 | Bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205259052U true CN205259052U (en) | 2016-05-25 |
Family
ID=56000590
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201521135608.1U Expired - Fee Related CN205259052U (en) | 2015-12-31 | 2015-12-31 | Bridge |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205259052U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107022946A (en) * | 2017-04-08 | 2017-08-08 | 郑华 | A kind of good bridge of partial pressure effect |
-
2015
- 2015-12-31 CN CN201521135608.1U patent/CN205259052U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107022946A (en) * | 2017-04-08 | 2017-08-08 | 郑华 | A kind of good bridge of partial pressure effect |
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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: 20160525 Termination date: 20161231 |