CN214423195U - Self-anchored jacking jack device - Google Patents
Self-anchored jacking jack device Download PDFInfo
- Publication number
- CN214423195U CN214423195U CN202120235492.8U CN202120235492U CN214423195U CN 214423195 U CN214423195 U CN 214423195U CN 202120235492 U CN202120235492 U CN 202120235492U CN 214423195 U CN214423195 U CN 214423195U
- Authority
- CN
- China
- Prior art keywords
- jack
- jacking
- self
- anchored
- fixedly connected
- 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
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a push away jack device from anchor formula for push away the bridge roof beam body, jack and track to setting up including the level, the one end of jack is fixed with reaction frame fixed connection, the other end with fixing the supporting shoe fixed connection of bridge roof beam body afterbody, reaction frame fixed mounting be in on the track. The utility model has the advantages that: the self-anchored jacking jack device not only enables the track of the bridge to roll smoothly and has small impact force in the jacking process, but also has simple device structure and good effect of realizing quick and continuous jacking.
Description
Technical Field
The utility model relates to a bridge thrustor, concretely relates to from anchor type top and push away jack device.
Background
At present, the well-known bridge mainly relates to construction working conditions such as crossing roads, riverways, railways and the like, and mainly adopts a dragging or walking type pushing erection construction process.
Wherein, the dragging construction speed is fast, but the impact force is generated and the stability is not stable. The walking type pushing construction cost is high, the equipment is more and complex, and the speed is slow.
Disclosure of Invention
The utility model aims at providing a from anchor top pushing jack device according to the weak point of above-mentioned prior art, the device sets up jack and reaction frame through the bridge girder body afterbody on the track to realize the gentle roll of bridge girder body on the track and push away in succession.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
a self-anchored jacking jack device is used for jacking a bridge body and is characterized by comprising jacks and a track, wherein the jacks are horizontally arranged, one end of each jack is fixedly connected with a reaction frame, the other end of each jack is fixedly connected with a supporting block fixed at the tail of the bridge body, and the reaction frames are fixedly arranged on the track.
The bridge beam body is erected on a sliding frame, and the sliding frame is installed on the track in a matched mode.
The reaction frame is fixedly connected with the track through steel pins, and a plurality of pin holes for the steel pins to be inserted are preset on the track at intervals.
The top head of the jack is fixedly connected with the reaction frame, and the base of the jack is fixedly connected with the supporting block.
The top head of the jack is fixedly connected with the supporting block, and the base of the jack is fixedly connected with the reaction frame.
The reaction frame is triangle-shaped, is in including bottom plate and riser and the setting that mutually perpendicular set up the bottom plate with a plurality of vertical stiffening rib of saying between the riser.
The utility model has the advantages that: the self-anchored jacking jack device not only enables the track of the bridge to roll smoothly and has small impact force in the jacking process, but also has simple device structure and good effect of realizing quick and continuous jacking.
Drawings
Fig. 1 is a schematic structural view of a self-anchored jacking jack device in an initial state of the present invention;
fig. 2 is a schematic view of the self-anchored jacking jack device for jacking up the middle part to the maximum stroke of the present invention;
fig. 3 is a schematic view of the jack driving the reaction frame to retract after the middle pushing of the utility model is completed.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example with reference to the accompanying drawings, for the understanding of those skilled in the art:
referring to fig. 1-3, the symbols in the figures are: the bridge comprises a bridge body 1, supporting blocks 2, a sliding frame 3, a jack 4, a reaction frame 5, a steel pin 6 and a track 7.
Example (b): as shown in fig. 1, 2, and 3, the present embodiment specifically relates to a self-anchored jacking jack device, which is used for jacking and pushing a bridge beam body 1 on a track 7, and mainly includes a jack 4 and a reaction frame 5, where the jack 4 is horizontally erected (i.e., arranged parallel to the track 7), a head of the jack 4 is fixedly connected to the reaction frame 5, a base of the jack 4 is fixedly connected to a support block 2 at a tail end of the bridge beam body 1, the bridge beam body 1 is erected on a sliding frame 3, and the sliding frame 3 is specifically a roller device, and can form rolling friction on the track 7 to reduce jacking resistance of the bridge beam body 1, and under the jacking drive of the jack 4, the bridge beam body 1 can roll forward along with the sliding frame 3, so as to realize continuous and smooth jacking of the bridge beam body 1.
As shown in fig. 1, 2 and 3, the reaction frame 5 in this embodiment is in a triangular shape, and includes a bottom plate, a vertical plate and a longitudinal stiffening rib, the bottom plate is horizontally disposed close to the track 7, the vertical plate is welded and fixed to the bottom plate, and a plurality of longitudinal stiffening ribs are disposed between the bottom plate and the vertical plate. It should be noted that a plurality of pin holes are preset at intervals on the rail 7, and the reaction frame 5 is inserted into the pin holes on the rail 7 through a plurality of steel pins 6, so as to realize the fixed connection with the rail 7, and provide a horizontal reaction force for the pushing of the jack 4.
As shown in fig. 1, 2 and 3, before the pushing operation, the steel pin 6 is inserted into the pin holes on the reaction frame 5 and the rail 7, so that the reaction frame 5 and the rail 7 are connected into a whole to provide a reaction point for the jack 4 to push, and the bridge body 1 is driven to move forwards by the jacking of the jack 4; and after the jack 4 is jacked to reach the maximum stroke, pulling out the steel pin 6 on the reaction frame 5, retracting the jack 4 to drive the reaction frame 5 to contract and move along with the jack 4 until the jack 4 contracts in place, fixing the reaction frame 5 and the track 7 through the steel pin 6 again, and continuing the next jacking process of the jack 4.
The beneficial effect of this embodiment lies in: the impact force in the bridge dragging construction process is reduced, the stability is enhanced, and the problems of low walking type pushing speed, more equipment and complexity are solved, so that the device has a simple structure, and the rapid and continuous pushing is realized.
Claims (6)
1. A self-anchored jacking jack device is used for jacking a bridge body and is characterized by comprising jacks and a track, wherein the jacks are horizontally arranged, one end of each jack is fixedly connected with a reaction frame, the other end of each jack is fixedly connected with a supporting block fixed at the tail of the bridge body, and the reaction frames are fixedly arranged on the track.
2. A self-anchored jacking jack apparatus as claimed in claim 1, wherein said bridge girder is mounted on a skid carriage, said skid carriage being mounted in said tracks.
3. A self-anchored jacking jack apparatus as claimed in claim 1, wherein said reaction frame is fixedly connected to said rail by steel pins, and said rail is pre-installed with a plurality of pin holes for said steel pins to be inserted into at intervals.
4. A self-anchored jacking jack assembly as claimed in claim 1, wherein said jack head is fixedly connected to said reaction frame and said jack base is fixedly connected to said support block.
5. A self-anchored jacking jack assembly as claimed in claim 1, wherein said jacking head of said jack is fixedly connected to said support block and said base of said jack is fixedly connected to said reaction frame.
6. A self-anchoring jacking jack apparatus as claimed in claim 1, wherein said reaction frame is triangular in shape and includes a base plate and a riser disposed perpendicular to each other and a plurality of longitudinal stiffening ribs disposed between said base plate and said riser.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120235492.8U CN214423195U (en) | 2021-01-28 | 2021-01-28 | Self-anchored jacking jack device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120235492.8U CN214423195U (en) | 2021-01-28 | 2021-01-28 | Self-anchored jacking jack device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214423195U true CN214423195U (en) | 2021-10-19 |
Family
ID=78057601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120235492.8U Active CN214423195U (en) | 2021-01-28 | 2021-01-28 | Self-anchored jacking jack device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214423195U (en) |
-
2021
- 2021-01-28 CN CN202120235492.8U patent/CN214423195U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106368129B (en) | A kind of push construction method of single-track railway steel truss bridge using nose girder | |
| CN109441497B (en) | Complete equipment for advanced support and transportation without repeated support and transportation method | |
| CN103696372B (en) | A kind of erection method of steel tube arch bridge arch center | |
| CN109853355B (en) | Vehicle-mounted emergency mechanized bridge with front guide beam and erection method thereof | |
| CN214423195U (en) | Self-anchored jacking jack device | |
| CN110722275A (en) | Jacking mechanism of lithium battery laser welding fixture | |
| CN110565983B (en) | Building jacking and shifting method | |
| CN116556169A (en) | Construction method of movable temporary steel temporary bridge with adjustable length | |
| CN109930496A (en) | The segment Cantilever Construction Method of Wavelike steel webplate prestressed concrete combined box beam bridge | |
| CN214883015U (en) | Descending movable formwork suitable for door-shaped pier structure bridge | |
| CN212835020U (en) | Traction type pushing and sliding device for steel box girder | |
| CN212561104U (en) | Telescopic nose girder mechanism of adjustable angle | |
| CN210454829U (en) | Quick jacking resetting device for derailed vehicle | |
| CN110645035B (en) | Sliding top beam forepoling | |
| CN110080121B (en) | Hanging basket uplink system and construction method | |
| CN208619112U (en) | A kind of tunnel inverted arch trestle | |
| CN112096440A (en) | Mounting platform of mining hydraulic support and self-walking method | |
| CN211813333U (en) | Self-moving system of super-large mining height equipment train | |
| CN219280493U (en) | Lifting-free construction pushing device for steel box girder | |
| CN221320678U (en) | Bridge girder erection machine for high-speed railway erection | |
| CN205012232U (en) | Double -line cantilever type frame bridge crane | |
| CN220336909U (en) | Self-track-laying traveling device and tunnel lining trolley | |
| CN220748301U (en) | Advanced support hydraulic support capable of transversely moving automatically | |
| CN213475307U (en) | Automatic synchronous device for jacking and positioning of T-shaped beam shifting flat car | |
| CN111749712B (en) | Tunnel construction equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |