CN212668345U - Simple pile supply platform equipment for shore-connected wharf pile foundation construction - Google Patents
Simple pile supply platform equipment for shore-connected wharf pile foundation construction Download PDFInfo
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- CN212668345U CN212668345U CN202021069233.4U CN202021069233U CN212668345U CN 212668345 U CN212668345 U CN 212668345U CN 202021069233 U CN202021069233 U CN 202021069233U CN 212668345 U CN212668345 U CN 212668345U
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Abstract
The utility model discloses a plain type supplies stake platform equipment for connecing bank formula pier pile foundation construction, include: a pair of steel beam tracks extending from a land area to a water area, the steel beam tracks having a land area and a sunk steel pipe pile as a track foundation; a traveling mechanism configured to travel along a length direction of the pair of steel beam rails; the length direction of the platform is arranged on the traveling mechanism along the width direction of the pair of steel beam tracks, the length direction of the steel pipe pile to be sunk is fixed on the platform along the length direction of the platform, the shortest length of the steel pipe pile to be sunk is larger than the length of the platform, and the length of the platform is larger than the distance between the pair of steel beam tracks. The utility model has the advantages of the construction process is simplified, and the wasting of resources reduces, and efficiency improves, cost reduction.
Description
Technical Field
The utility model relates to a pile foundation construction technical field on water. More specifically, the utility model relates to a plain type supplies stake platform equipment for connecing bank formula pier pile foundation construction.
Background
In the construction of high pile beam slab wharf pile foundations, generally, the steel pipe piles are transported to a barge through a wharf on land, then the steel pipe piles are transported to a construction area through the barge, and then the pile driving barge takes the piles to sink, so that the steel pipe piles are transported to water on land. The traditional construction mode of transportation has the defects of low construction efficiency, time and labor waste of transportation and the like, and a new construction mode and construction equipment are urgently needed to be developed to realize the rapid transportation of the steel pipe pile.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a plain type supplies a platform equipment for connecing bank formula pier pile foundation construction, its work progress is simplified, and the wasting of resources reduces, and efficiency improves, cost reduction.
In order to realize the basis the utility model discloses these objects and other advantages provide a plain type confession stake platform equipment for connecing bank formula pier pile foundation construction, include:
a pair of steel beam tracks extending from a land area to a water area, the steel beam tracks having a land area and a sunk steel pipe pile as a track foundation;
a traveling mechanism configured to travel along a length direction of the pair of steel beam rails;
the length direction of the platform is arranged on the traveling mechanism along the width direction of the pair of steel beam tracks, the length direction of the steel pipe pile to be sunk is fixed on the platform along the length direction of the platform, the shortest length of the steel pipe pile to be sunk is larger than the length of the platform, and the length of the platform is larger than the distance between the pair of steel beam tracks.
Preferably, running gear is including setting up a pair of walking spare on a pair of girder steel track relatively, the walking spare includes the action wheel, follows driving wheel, connecting piece and driving motor, the connecting piece will the action wheel is connected as a whole with following the driving wheel, driving motor sets up and is used for driving the action wheel rotation on the connecting piece, the platform is fixed to be set up on a pair of walking spare.
Preferably, the end of the steel beam rail located in the water area is provided with a stop.
Preferably, the steel beam track comprises profile steel, a track pressing plate and a steel rail, the steel beam track is fixed on a land area or a sunk steel pipe pile through the profile steel, the steel rail is fixed on the profile steel through the track pressing plate, and the driving wheel and the driven wheel are matched on the steel rail.
Preferably, a double-spliced channel steel is further arranged in a region between a land area and an adjacent sunk steel pipe pile below the section steel of the steel beam track.
Preferably, at least two pairs of limiting wedges are arranged on the platform at intervals along the width direction of the pair of steel beam tracks, each pair of limiting wedges are arranged oppositely, and the lower end of the steel pipe pile to be sunk is located between the pair of limiting wedges.
The utility model discloses at least, include following beneficial effect:
1. the utility model discloses an equipment design preparation is simple and easy, installation and simple process, safe and reliable, compare in the construction process cost greatly reduced, the efficiency of construction of current fortune greatly improves.
2. The utility model discloses a platform equipment adopts the steel construction, has sufficient rigidity and intensity, can satisfy the transport stake from land to the state requirement on water.
3. The utility model discloses an it does not have the influence to the wharf pile foundation stability that has sunk in platform equipment construction and the use.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic plan view of the present invention;
fig. 2 is a transverse sectional view of the present invention;
fig. 3 is a longitudinal sectional view of the present invention;
figure 4 is the utility model discloses a girder steel track segmentation schematic diagram.
Description of reference numerals:
1. the steel beam track comprises a steel beam track, 2 steel pipe piles which are already sunk, 3 steel pipe piles to be sunk, 4 a platform, 5a stop, 6 a driving wheel, 7 a driven wheel, 8 a connecting piece, 9 section steel, 10 a track pressing plate, 11 a steel rail, 12 double-spliced channel steel, 13 limiting wedge blocks.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It is to be noted that the experimental methods described in the following embodiments are all conventional methods unless otherwise specified, and the reagents and materials, if not otherwise specified, are commercially available; in the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1, the utility model provides a plain type supplies stake platform equipment for connecing bank formula pier pile foundation construction, include:
a pair of steel beam rails 1, the steel beam rails 1 extending from a land area to a water area, the steel beam rails 1 having a land area and a sunk steel pipe pile 2 as a rail foundation;
a traveling mechanism configured to travel along the longitudinal direction of the pair of steel beam rails 1;
the length direction of the platform 4 is arranged on the traveling mechanism along the width direction of the pair of steel beam tracks 1, the length direction of the steel pipe pile 3 to be sunk is fixed on the platform 4 along the length direction of the platform 4, the shortest length of the steel pipe pile 3 to be sunk is larger than the length of the platform 4, and the length of the platform 4 is larger than the distance between the pair of steel beam tracks 1.
In above-mentioned technical scheme, this application designs platform 4 of plain type, installs on shaped steel beam track 1 through running gear, and shaped steel beam track 1 is located on 2 pile foundations of sunk steel-pipe pile and extends to land, and the steel-pipe pile 3 that waits to sink that is used for the construction transports to the region on water from land through this platform 4 under running gear's drive, gets the stake by the pile driving boat again and carries out the pile foundation pile sinking construction.
In an embodiment of this application, platform equipment wholly takes plain type steel construction, and 2 points are simply supported, and the span is 3 × 6.8m, satisfies hoisting point requirement under each state of different pile lengths. The power supply system driven by the traveling mechanism to travel is an independent generator, and the cables are arranged by using safety grooves. The steel beam track 1 meets the installation requirement of the platform 4 and ensures the stability of the pile foundation of the sunk steel pipe pile 2.
When the steel pipe pile 3 to be sunk is transported to a set position in a water area, the platform 4 and the steel beam track 1 are temporarily fixed through the manual hoist, so that the unbalanced force of the hoisting pile is overcome, and the platform 4 is prevented from derailing and sliding. The steel pipe pile 3 to be sunk is generally fixed with the platform 4 through a rope.
In another technical scheme, as shown in fig. 2 and 3, the traveling mechanism includes a pair of traveling members that are oppositely disposed on a pair of steel beam tracks 1, the traveling members include a driving wheel 6, a driven wheel 7, a connecting member 8 and a driving motor, the connecting member 8 connects the driving wheel 6 and the driven wheel 7 into a whole, the driving motor is disposed on the connecting member 8 and used for driving the driving wheel 6 to rotate, and the platform 4 is fixedly disposed on the pair of traveling members. The driving motors of the pair of walking parts run synchronously to drive the two driving wheels 6 to rotate synchronously, so that the two driven wheels 7 are driven to rotate together, and the platform 4 walks along the pair of steel beam rails 1 through the synchronous walking of the pair of walking parts.
In another technical scheme, a stop 5 is arranged at the end of the steel beam track 1 in the water area and limits the end point of the platform 4 in walking.
In another technical solution, as shown in fig. 4, the steel beam track 1 includes section steel 9, a track pressing plate 10 and a steel rail 11, the steel beam track 1 is fixed on the land or the sunk steel pipe pile 2 through the section steel 9, the steel rail 11 is fixed on the section steel 9 through the track pressing plate 10, and the driving wheel 6 and the driven wheel 7 are fitted on the steel rail 11. And a double-spliced channel steel 12 is further arranged in the area between the land area and the adjacent sunk steel pipe pile 2 below the section steel 9 of the steel beam track 1.
In the technical scheme, the steel structure of the steel beam track 1 is designed into an A type and a B type, the A type design span is that the distance between the adjacent sunk steel pipe piles 2 and the sunk steel pipe piles 2 is 5.1m, and H350 x 175 type steel is adopted for double splicing. The design span B is that the clear distance between the land and the adjacent sunk steel pipe piles 2 is 8m, and the design span B is formed by splicing 4H 350-350 section steels. That is, each steel beam track 1 has two track foundations of type a and type B, and the spacing of the wharf piles is 5.1m, and the spacing from the wharf piles to the land is 8 m. The track base is checked against this span. According to different construction conditions.
In another technical scheme, at least two pairs of limiting wedges 13 are arranged on the platform 4 at intervals along the width direction of the pair of steel beam tracks 1, each pair of limiting wedges 13 is arranged oppositely, and the lower end of the steel pipe pile 3 to be sunk is located between the pair of limiting wedges 13. And performing primary limiting on the steel pipe pile 3 to be sunk through the limiting wedge block 13.
The equipment construction process of the application is as follows:
1. each structure of the equipment is processed in sections on a processing site, and is integrally hoisted and installed after being assembled on the site;
2. detecting systems such as power supply and the like after the installation is finished, and carrying out an empty vehicle operation and load operation test;
3. the platform 4 is driven to travel to a land area to fix the rail clamping device;
4. hoisting the steel pipe pile 3 to be sunk in place by a crawler crane, and fixing the pile and the platform 4;
5. unlocking the rail clamping device, and evacuating the personnel to a safe area;
6. the platform 4 drives the steel pipe pile 3 to be sunk to slowly move to an overwater area by a driving motor of the remote control driving travelling mechanism;
7. the platform 4 is safely and stably stopped, and the personnel lock the rail clamping device in the past, hang the buckle and tighten the hoist;
8. the piling ship is in place, a sling is laid down, a worker locks and locks a lifting appliance, and a rope for fixing the steel pipe pile 3 to be sunk and the platform 4 is unfastened;
9. personnel evacuate the platform 4 to a safe area, the piling boat lifts up a hook, the steel pipe pile 3 to be sunk is hoisted, and the boat is moved to sink the pile;
10. the personnel returns to the platform 4, and the rail clamping device and the tensioning hoist are unfastened;
11. people leave the platform 4 to a safe area, and the platform 4 is driven to the position of the pile on the land area in a remote control mode;
12. the process is continuously circulated, and piles are supplied safely and efficiently.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the appended claims, and all changes which come within the meaning and range of equivalency of the art are therefore intended to be embraced therein.
Claims (6)
1. A plain type supplies stake platform equipment for connecing bank formula pier pile foundation construction, its characterized in that includes:
a pair of steel beam tracks extending from a land area to a water area, the steel beam tracks having a land area and a sunk steel pipe pile as a track foundation;
a traveling mechanism configured to travel along a length direction of the pair of steel beam rails;
the length direction of the platform is arranged on the traveling mechanism along the width direction of the pair of steel beam tracks, the length direction of the steel pipe pile to be sunk is fixed on the platform along the length direction of the platform, the shortest length of the steel pipe pile to be sunk is larger than the length of the platform, and the length of the platform is larger than the distance between the pair of steel beam tracks.
2. The plain type pile supplying platform device for the shore-connecting type wharf pile foundation construction is characterized in that the traveling mechanism comprises a pair of traveling members oppositely arranged on a pair of steel beam rails, each traveling member comprises a driving wheel, a driven wheel, a connecting piece and a driving motor, the driving wheel and the driven wheel are connected into a whole through the connecting piece, the driving motor is arranged on the connecting piece and used for driving the driving wheel to rotate, and the platform is fixedly arranged on the pair of traveling members.
3. A plain pile feeding platform apparatus for use in shore-connected quay pile foundation construction as claimed in claim 1 wherein the ends of the steel beam tracks in the water are provided with stops.
4. A plain pile feeding platform apparatus for use in shore-joining wharf pile foundation construction as claimed in claim 2 wherein the steel beam track comprises section steel, track clamps and rails, the steel beam track being secured to the land or sunk steel pipe piles by the section steel, the rails being secured to the section steel by the track clamps, the driving wheels and driven wheels being engaged with the rails.
5. A plain pile feeding platform apparatus for shore-connected quay pile foundation construction according to claim 4 wherein a double channel is also provided beneath the steel beam track section between the land and the adjacent sunken steel pipe pile.
6. The plain pile-supplying platform equipment for the pile foundation construction of the shore-connecting wharf according to claim 1, wherein at least two pairs of limiting wedges are arranged on the platform at intervals along the width direction of a pair of steel beam rails, each pair of limiting wedges is arranged oppositely, and the lower end of the steel pipe pile to be sunk is positioned between the pair of limiting wedges.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021069233.4U CN212668345U (en) | 2020-06-11 | 2020-06-11 | Simple pile supply platform equipment for shore-connected wharf pile foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021069233.4U CN212668345U (en) | 2020-06-11 | 2020-06-11 | Simple pile supply platform equipment for shore-connected wharf pile foundation construction |
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| Publication Number | Publication Date |
|---|---|
| CN212668345U true CN212668345U (en) | 2021-03-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021069233.4U Active CN212668345U (en) | 2020-06-11 | 2020-06-11 | Simple pile supply platform equipment for shore-connected wharf pile foundation construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991072A (en) * | 2022-05-20 | 2022-09-02 | 中交第二航务工程局有限公司 | Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method |
-
2020
- 2020-06-11 CN CN202021069233.4U patent/CN212668345U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991072A (en) * | 2022-05-20 | 2022-09-02 | 中交第二航务工程局有限公司 | Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method |
| CN114991072B (en) * | 2022-05-20 | 2023-06-27 | 中交第二航务工程局有限公司 | Working platform and working method for dredging and stone throwing among piles of high-pile wharf |
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