CN201538944U - Bridge maintaining device - Google Patents

Bridge maintaining device Download PDF

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Publication number
CN201538944U
CN201538944U CN2009202588648U CN200920258864U CN201538944U CN 201538944 U CN201538944 U CN 201538944U CN 2009202588648 U CN2009202588648 U CN 2009202588648U CN 200920258864 U CN200920258864 U CN 200920258864U CN 201538944 U CN201538944 U CN 201538944U
Authority
CN
China
Prior art keywords
jacking
bridge
pillar
lift
tubular steel
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
Application number
CN2009202588648U
Other languages
Chinese (zh)
Inventor
姬国明
卢九章
张书运
赵晓光
李建军
赵济平
王天辉
李福安
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING MUNICIPAL ENGINEERING ADMINISTRATION DEPARTMENT
Original Assignee
BEIJING MUNICIPAL ENGINEERING ADMINISTRATION DEPARTMENT
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING MUNICIPAL ENGINEERING ADMINISTRATION DEPARTMENT filed Critical BEIJING MUNICIPAL ENGINEERING ADMINISTRATION DEPARTMENT
Priority to CN2009202588648U priority Critical patent/CN201538944U/en
Application granted granted Critical
Publication of CN201538944U publication Critical patent/CN201538944U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a bridge maintaining device, particularly to a bridge climbing system, which comprises a climbing device and a climbing support, wherein the climbing support is arranged below the bridge to be lifted, and the climbing device is arranged between the climbing support and the bridge to be lifted. The utility model has the advantages of simple structure, convenient use and extensive application.

Description

The bridge jacking system
Technical field
The utility model relates to a kind of bridge inspection and maintenance device.
Background technology
The replacing of bridge pad must be striden bridge superstructure integral elevating one or several striding, and need not interrupt or as far as possible shorten the time that suspends traffic.Traditional equipment is two classes, and a class is to rely on the manually-operated jack, with one stride or and stride in unified lifting of beam, the unified action of one people's number of crying out, shortcoming is to need manpower many, unified operation easier is big, performance accuracy is limited, generally can only be used for less bridge.Second class is the improvement on first kind basis: with hydraulic circuit each oil cylinder is together in parallel, reaches the purpose of synchronous lifting by the operating terminal hydraulic valve.This method personnel selection is few, and synchronism is than the first kind, but the oil cylinder number of each control valve control is limited, and a plurality of fulcrum jackings need be used a plurality of control valves, and the simultaneously operating between each valve is difficult to control.
Summary of the invention
The objective of the invention is to avoid the deficiencies in the prior art that bridge jacking system a kind of simple in structure, easy to operate is provided.
For achieving the above object, the technical scheme that the present invention takes is: a kind of bridge jacking system, include lift-up device, and also include the jacking pillar, the jacking pillar is arranged on by jacking bridge below, is provided with lift-up device at the jacking pillar and between by the jacking bridge.
Further, described jacking pillar includes at least one jacking pillar, and described jacking pillar is made up of at least one tubular steel post.
Further, described jacking pillar is provided with two at least, and described jacking pillar is made up of at least two tubular steel posts, connects by flange between the tubular steel post.
Further, described at least two jacking pillars are mutually permanently connected by flat link rod.
Further, described flat link rod is connected with tubular steel post by the otic placode that described tubular steel post is provided with.
Further, be connected by anchor ear or bar planting between described jacking pillar and bridge pier column and the abutment.
Further, described lift-up device includes at least one oil cylinder, and described oil cylinder is arranged on jacking pillar top.
Further, be provided with pressure sensor on described lift-up device, pressure sensor is connected with computer radio or is electrically connected.
Further, also include lifting appliance, described lifting appliance includes and the suitable scaffold of described jacking pillar height, and lifter is established in the scaffold lower end, and lifter is connected by rope with the driven rotation Kun that the scaffold upper end is provided with.
Further, described lifter includes hollow lift shaft, and the lift shaft two ends are provided with the hollow cylinder projection, is provided with spacer pin on hollow cylinder, also is provided with the unidirectional locking wheel on the lift shaft of at least one hollow cylinder projection one side; In hollow lift shaft, be provided with the lifting joystick; On the end face at hollow lift shaft two ends, be provided with at least one handle socket and at least one lifting rope fixing hole.
The beneficial effects of the utility model are: all points that need to promote, land all must be synchronously; Lifting, landing process are steadily carried out, and the height that can be maintained fixed for a long time, do not need to suspend traffic just can operate.Because tubular steel post, the application of the special-purpose lifting appliance of anti-slip oil cylinder have enlarged the range of application of this cover Lifting Equipment.Except that simply supported girder bridge, at continuous bridge, pedestrian overcrossing can be changed operations such as bearing, structure correction, elevation adjustment, emergency repair.It is practical, can be according to clear height independent assortment under the beam, and easy to operate, do not need large-scale hanging device.Operating efficiency, safe coefficient, construction precision all are that traditional handicraft can't be compared.Guaranteed all lift points synchronization liftings, lifting process is steady, controlled, and the duration is controlled.The needs of satisfy the bearing maintenance fully, changing.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model lifting appliance;
Fig. 3 is the structural representation of the utility model lifter;
Fig. 4 looks schematic diagram for the right side of the utility model lifter;
Fig. 5 is the structural representation of the utility model unidirectional locking wheel.
The specific embodiment
Below in conjunction with accompanying drawing principle of the present utility model and feature are described, institute gives an actual example and only is used to explain the utility model, is not to be used to limit scope of the present utility model.
Embodiment 1: as shown in Figure 1, for achieving the above object, the technical scheme that the present invention takes is: a kind of bridge jacking system, include lift-up device 1, also include jacking pillar 2, jacking pillar 2 is arranged on by jacking bridge 3 belows, is provided with lift-up device 1 at jacking pillar 2 and between by jacking bridge 3.Described jacking pillar 2 is provided with two at least, and described jacking pillar 2 is made up of three tubular steel posts 21, connects 22 by flange between the tubular steel post 21 in twos.Described at least two jacking pillars 2 are mutually permanently connected by flat link rod 4.Described flat link rod 4 is connected with tubular steel post 21 by the otic placode 23 that described tubular steel post 21 is provided with.Described lift-up device 1 includes at least one oil cylinder 11, and described oil cylinder 11 is arranged on jacking pillar 2 tops.Be provided with pressure sensor on described lift-up device 1, pressure sensor is connected with computer radio.
Also include lifting appliance 5, described lifting appliance 5 includes and the highly suitable scaffold 51 of described jacking pillar 2, and lifter 52 is established in scaffold 51 lower ends, and driven rotation Kun that lifter 52 and scaffold 51 upper ends are provided with 53 is connected by rope.
Described lifter 52 includes hollow lift shaft 521, lift shaft 521 two ends are provided with hollow cylinder projection 522, on hollow cylinder, be provided with spacer pin 523, on the lift shaft 521 of at least one hollow cylinder projection 522 1 side, also be provided with unidirectional locking wheel 524; In lift shaft 521, be provided with lifting joystick 525; On the end face at lift shaft 521 two ends, be provided with three handle sockets 526 and three lifting rope fixing holes 527.
Lifting appliance 5 is arranged on a side of jacking pillar in use.
Be connected by anchor ear between described jacking pillar 2 and bridge pier column and the abutment.
The above only is preferred embodiment of the present utility model, and is in order to restriction the utility model, not all within spirit of the present utility model and principle, any modification of being done, is equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.

Claims (10)

1. a bridge jacking system includes lift-up device, it is characterized in that, also includes the jacking pillar, and the jacking pillar is arranged on by jacking bridge below, is provided with lift-up device at the jacking pillar and between by the jacking bridge.
2. bridge jacking as claimed in claim 1 system is characterized in that described jacking pillar is provided with one at least, and described jacking pillar is made up of at least one tubular steel post, and tubular steel post is provided with otic placode.
3. bridge jacking as claimed in claim 1 system is characterized in that described jacking pillar is provided with two at least, and described jacking pillar is made up of at least two tubular steel posts, connects by flange between the tubular steel post.
4. bridge jacking as claimed in claim 3 system is characterized in that described at least two jacking pillars are mutually permanently connected by flat link rod.
5. bridge jacking as claimed in claim 4 system is characterized in that described flat link rod is connected with tubular steel post by the otic placode that described tubular steel post is provided with.
6. as the arbitrary described bridge jacking of claim 1 to 5 system, it is characterized in that, be connected by anchor ear or bar planting between described jacking pillar and bridge pier column and the abutment.
7. as the described bridge jacking of claim 1 to 5 system, it is characterized in that described lift-up device includes at least one oil cylinder, described oil cylinder is arranged on jacking pillar top.
8. bridge jacking as claimed in claim 7 system is characterized in that be provided with pressure sensor on described lift-up device, pressure sensor is connected with computer radio or is electrically connected.
9. as the arbitrary described bridge jacking of claim 1 to 5 system, it is characterized in that, also include lifting appliance, described lifting appliance includes and the suitable scaffold of described jacking pillar height, lifter is established in the scaffold lower end, and lifter is connected by rope with the driven rotation Kun that the scaffold upper end is provided with.
10. bridge jacking as claimed in claim 9 system, it is characterized in that, described lifter includes hollow lift shaft, the lift shaft two ends are provided with the hollow cylinder projection, on hollow cylinder, be provided with spacer pin, on the lift shaft of at least one hollow cylinder projection one side, also be provided with the unidirectional locking wheel; In hollow lift shaft, be provided with the lifting joystick; On the end face at hollow lift shaft two ends, be provided with at least one handle socket and at least one lifting rope fixing hole.
CN2009202588648U 2009-11-20 2009-11-20 Bridge maintaining device Expired - Fee Related CN201538944U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202588648U CN201538944U (en) 2009-11-20 2009-11-20 Bridge maintaining device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202588648U CN201538944U (en) 2009-11-20 2009-11-20 Bridge maintaining device

Publications (1)

Publication Number Publication Date
CN201538944U true CN201538944U (en) 2010-08-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009202588648U Expired - Fee Related CN201538944U (en) 2009-11-20 2009-11-20 Bridge maintaining device

Country Status (1)

Country Link
CN (1) CN201538944U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704415A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Method for jacking bridges
CN102704413A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Construction method for jacking arch bridge
CN102704414A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Construction method for jacking arched bridges
CN104278644A (en) * 2014-09-22 2015-01-14 北京百善重工有限公司 Self-propelled maintenance vehicle

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704415A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Method for jacking bridges
CN102704413A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Construction method for jacking arch bridge
CN102704414A (en) * 2012-06-25 2012-10-03 上海同罡建筑工程有限公司 Construction method for jacking arched bridges
CN102704414B (en) * 2012-06-25 2014-05-14 上海同罡建筑工程有限公司 Construction method for jacking arched bridges
CN104278644A (en) * 2014-09-22 2015-01-14 北京百善重工有限公司 Self-propelled maintenance vehicle

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100804

Termination date: 20111120