CN206157553U - Public road bridge of perpendicular jacking activity - Google Patents
Public road bridge of perpendicular jacking activity Download PDFInfo
- Publication number
- CN206157553U CN206157553U CN201621153976.3U CN201621153976U CN206157553U CN 206157553 U CN206157553 U CN 206157553U CN 201621153976 U CN201621153976 U CN 201621153976U CN 206157553 U CN206157553 U CN 206157553U
- Authority
- CN
- China
- Prior art keywords
- jacking
- cylinder
- activity
- highway bridge
- crossstructure
- 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
Links
- 230000000694 effects Effects 0.000 title claims abstract description 20
- 230000009194 climbing Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000004873 anchoring Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 abstract 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 abstract 1
- 239000012530 fluid Substances 0.000 description 4
- 238000005086 pumping Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000010977 unit operation Methods 0.000 description 1
Abstract
The utility model provides a public road bridge of perpendicular jacking activity, includes the pontic structure, the left and right both sides of pontic structure lower part are equipped with hydraulic pressure climbing mechanism, are equipped with horizontal locking anchoring mechanism on the framed bent post of the left and right both sides of pontic structure. Hydraulic pressure climbing mechanism includes jacking cylinder, fixing support, and jacking cylinder's piston rod passes through the support with the pontic structure and is connected. Horizontal locking anchoring mechanism includes horizontal oil cylinder, locking beam, and horizontal oil cylinder's piston rod and locking beam pass through the support and be connected. The utility model relates to a public road bridge of perpendicular jacking activity, when solving present navigation structure and facing upward the public road bridge of open activity and open, the hydro -cylinder stretches out the problem that shi yiyu navigation boats and ships are interfered mutually, improves water conservancy navigation construction's such as ship lift, lock navigation efficiency.
Description
Technical field
This utility model is related to a kind of movable bridge, a kind of vertical jacking activity highway bridge that field of especially opening the navigation or air flight uses.
Background technology
Movable highway bridge is a kind of openable bridge, is the needs for meeting shipping, and it can be more than certain navigable water stage
Shi Kaiqi, made ship lift(Or ship lock)Ship pass through.After navigation is finished, or when below certain navigable water stage, no
Open, close bridge, bridge elevation is flushed with both sides concrete road surface, and vehicle, pedestrian can pass through.
Movable highway bridge of the prior art generally drives hoist engine using motor or hydraulic system, is pulled by hoist engine
Steel wire rope, by steel wire rope and cable drum power is transmitted, and rises or falls movable highway bridge, this kind of movable highway bridge
Often complex structure, and due to being driven chain length, gear ratio is big, and efficiency is low, so as to cause shipping efficiency low, and sets accordingly
Standby larger, quantities is larger.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of vertical jacking activity highway bridge, and solution is existing to cross ship
When building faces upward the unlatching of open type activity highway bridge, the problem easily interferenceed with navigation ship when oil cylinder stretches out improves ship lift, ship
The shipping efficiency in the water conservancy such as lock navigation structure.
The technical scheme that this utility model is taken is:
A kind of vertical jacking activity highway bridge, including crossstructure, the arranged on left and right sides of the crossstructure bottom is provided with liquid
Pressure lifting body, the bent columns of the arranged on left and right sides of crossstructure are provided with horizontal lock mechanism.The hydraulic climbing mechanism includes
Jacking cylinder, hold-down support, the piston rod of jacking cylinder is connected with crossstructure by bearing.The horizontal lock mechanism bag
Cross cylinder, locking beam are included, the piston rod of cross cylinder is connected with locking beam by bearing.
The jacking cylinder is four groups, is symmetrically distributed in the crossstructure bottom left and right sides.
The jacking cylinder is symmetrically distributed in ship lift or ship lock crosses ship land route both sides.
The cross cylinder is four groups, is arranged on the left and right sides of crossstructure.
The locking beam bottom of the horizontal lock mechanism is provided with stainless steel guide rail.
The hold-down support does the second stage of embedded part and is fixed using steel plate and foundation bolt.
Device for detecting distance of travel is provided with the jacking cylinder.
The cross cylinder is provided with limit switch.
A kind of vertical jacking activity highway bridge of this utility model, by arranging vertical hydraulic climbing mechanism and crossstructure
Horizontal lock mechanism on the bent columns of the left and right sides, and hydraulic climbing mechanism and horizontal lock mechanism adopt Driven by Hydraulic Cylinder,
Transmission is fast, efficiency high.
The mode of four groups of jacking cylinders vertical lift, it is to avoid easy when oil cylinder stretches out when facing upward open type activity highway bridge and opening
The problem interferenceed with navigation ship, it is ensured that enough navigational clearances so that ship can pass through ship lift or ship lock.
Description of the drawings
Fig. 1 is main structure diagram of the present utility model.
Fig. 2 is overlooking the structure diagram of the present utility model.
Fig. 3 is horizontal lock mechanism structure schematic diagram of the present utility model.
In figure:Crossstructure 1, jacking cylinder 2, cross cylinder 3 locks beam 4, hold-down support 5, fluid pressure line and pumping plant 6,
Bent columns 7, stainless steel guide rail 8.
Specific embodiment
As shown in Fig. 1 ~ Fig. 3, a kind of vertical jacking activity highway bridge, mainly by crossstructure 1, hydraulic climbing mechanism, water
Flat locking mechanism, fluid pressure line and pumping plant 6, electrical control equipment, equipment embedded part etc. are constituted.
The arranged on left and right sides of the bottom of the crossstructure 1 is provided with hydraulic climbing mechanism, the framed bent of the arranged on left and right sides of crossstructure 1
Post 7 is provided with horizontal lock mechanism, the elevation of the horizontal lock mechanism on the bent columns 7, determines according to highest navigable stage
Navigational clearance determine.
The hydraulic climbing mechanism includes jacking cylinder 2, hold-down support 5, and hold-down support 5 is done using steel plate and foundation bolt
The second stage of embedded part is fixed, so during integral jacking is carried out to crossstructure 1, it is ensured that on hold-down support 5
Jacking cylinder 2 reliability.
The jacking cylinder 2 is four groups, and four groups of jacking cylinders 2 are symmetrically distributed in the bottom arranged on left and right sides of crossstructure 1.Top
Asynchronous error of the oil-lifting jar 2 in the range of total travel cannot be greater than 5mm.
Device for detecting distance of travel should be provided with jacking cylinder 2.When pontic needs jack-up, by fluid pressure line and pumping plant 6
Fuel feeding and controller control, the actions simultaneously of four groups of jacking cylinders 2 realize that crossstructure 1 is overall and steady rise.Due to jacking
Oil cylinder 2 is symmetrically distributed in ship lift(Or ship lock)Ship land route both sides are crossed, is rolled up relative to being driven using motor or hydraulic system originally
Machine is raised, is pulled for the drive mechanism of steel wire rope by hoist engine, efficiency high, equipment are simple, and relatively safe.Due to pontic
Structure weight itself is larger, and in lifting process repeatedly, steel wire rope is inevitably present traction gravity gravitation and friction, is using
During the phenomenon of fracture of wire in advance occurs, find easily to cause security incident not in time.
Further, because jacking cylinder 2 is vertical jack-up, it is to avoid the problem that mechanism interferences with navigation ship.
The horizontal lock mechanism includes cross cylinder 3, locking beam 4, and cross cylinder 3, level oil are provided with locking beam 4
Cylinder 3 is four groups, is arranged on the bent columns 7 of the left and right sides of crossstructure 1.The cross cylinder 3 of horizontal lock mechanism and hydraulic pressure
Run when jacking cylinder 2 is different, the operation between cross cylinder 3 should be provided with level detecting apparatus without synchronous requirement(Limit
Bit switch).The piston rod of each cross cylinder 3 is connected with locking beam 4, and locking beam 4 bottom arranges stainless steel guide rail 8.Work as jacking
When crossstructure 1 is raised to correct position by oil cylinder 2, cross cylinder 3 will lock beam 4 and release along on stainless steel guide rail 8, and it is right to realize
The high-order support of crossstructure 1, it is ensured that ship is passed through.
Operation principle and process:As shown in figure 1, A is closed for movable highway bridge;B is in for movable highway bridge
Opening.When needing to open, 4 groups of jacking cylinders 2 rise crossstructure 1, when movable highway bridge jacking is to commitment positions
Locking beam 4 released by cross cylinder 3, it is to be checked measure locking beam 4 release in place after, by movable highway bridge be shelved on locking beam 4 on;
After ship is current to be finished, cross cylinder 3, jacking cylinder 2 are return successively, and movable highway bridge recovers land and passes through.Entirely rising
During drop, jacking cylinder 2, cross cylinder 3 are by hydraulic power unit operation, fluid pressure line and pumping plant 6, electrical control equipment equipment
In machine room disposed below.
Claims (8)
1. a kind of vertical jacking activity highway bridge, including crossstructure(1), it is characterised in that:The crossstructure(1)Bottom
Arranged on left and right sides is provided with hydraulic climbing mechanism, crossstructure(1)Arranged on left and right sides bent columns(7)It is provided with horizontal lock machine
Structure;The hydraulic climbing mechanism includes jacking cylinder(2), hold-down support(5), jacking cylinder(2)Piston rod and crossstructure
(1)Connected by bearing;The horizontal lock mechanism includes cross cylinder(3), locking beam(4), cross cylinder(3)Piston rod
With locking beam(4)Connected by bearing.
2. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The jacking cylinder(2)For four
Group, is symmetrically distributed in crossstructure(1)The bottom left and right sides.
3. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The jacking cylinder(2)Symmetrically
It is distributed in ship lift or ship lock crosses ship land route both sides.
4. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The cross cylinder(3)For four
Group, is arranged on crossstructure(1)The left and right sides.
5. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The lock of the horizontal lock mechanism
Determine beam(4)Bottom is provided with stainless steel guide rail(8).
6. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The hold-down support(5)Using
Steel plate and foundation bolt do the second stage of embedded part and are fixed.
7. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The jacking cylinder(2)On set
It is equipped with device for detecting distance of travel.
8. a kind of vertical jacking activity highway bridge according to claim 1, it is characterised in that:The cross cylinder(3)It is provided with
Limit switch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621153976.3U CN206157553U (en) | 2016-10-31 | 2016-10-31 | Public road bridge of perpendicular jacking activity |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621153976.3U CN206157553U (en) | 2016-10-31 | 2016-10-31 | Public road bridge of perpendicular jacking activity |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206157553U true CN206157553U (en) | 2017-05-10 |
Family
ID=58654571
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621153976.3U Expired - Fee Related CN206157553U (en) | 2016-10-31 | 2016-10-31 | Public road bridge of perpendicular jacking activity |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206157553U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106567321A (en) * | 2016-10-31 | 2017-04-19 | 中国葛洲坝集团三峡建设工程有限公司 | Vertical lifting mobile highway bridge |
-
2016
- 2016-10-31 CN CN201621153976.3U patent/CN206157553U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106567321A (en) * | 2016-10-31 | 2017-04-19 | 中国葛洲坝集团三峡建设工程有限公司 | Vertical lifting mobile highway bridge |
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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: 20170510 |
|
CF01 | Termination of patent right due to non-payment of annual fee |