CN209099363U - Harbour buoyancy tank stealth stake location structure - Google Patents
Harbour buoyancy tank stealth stake location structure Download PDFInfo
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- CN209099363U CN209099363U CN201821368008.3U CN201821368008U CN209099363U CN 209099363 U CN209099363 U CN 209099363U CN 201821368008 U CN201821368008 U CN 201821368008U CN 209099363 U CN209099363 U CN 209099363U
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- sleeve
- guide pile
- buoyancy tank
- stealth
- location structure
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Abstract
The utility model relates to floating dock field of engineering technology, provide a kind of harbour buoyancy tank stealth stake location structure.The location structure includes longitudinal sleeve for being extended on harbour buoyancy tank side and longitudinal guide pile for being plugged in the bottom, the guide pile and the sleeve activity are mating, sleeve includes the multiple tube couplings being successively socketed from the inside to the outside, have first axis limit secondary between two adjacent tube couplings, the tube coupling to prevent stop bit in internal layer is deviate from from the tube coupling for being located at outer layer；There is the second axial limiting pair between the tube coupling and guide pile of innermost layer, the tube coupling to prevent stop bit in innermost layer is deviate from from guide pile.When the height of harbour buoyancy tank changes with SEA LEVEL VARIATION, sleeve is slided up and down relative to guide pile, activity by sleeve and guide pile is mating, it can effectively realize the positioning of harbour buoyancy tank, both it solved the problems, such as guide pile block vision, influenced landscape effect, the tension spring product that current valuableness can be substituted again, substantially reduces project cost.
Description
Technical field
The utility model relates to floating dock field of engineering technology, and in particular to a kind of harbour buoyancy tank stealth stake positioning knot
Structure, for fixing the piers such as floating dock.
Background technique
The fixation of floating dock at present is generallyd use pile foundation anchoring or is fixed using high resiliency tension spring.
Pile foundation anchoring is the anchorage style by conventional guide pile by floating wharf positioning in water, as shown in Fig. 2, guide pile
3 are plugged in the bottom, and the top of guide pile 3 is higher by the water surface, the lantern ring 4 that setting is slidably socketed with guide pile 3 on harbour buoyancy tank 1.When
When water level changes, floating wharf is floated up and down along guide pile 3, but since the top of guide pile 3 is exposed the surface certain altitude, especially
Guide pile 3 exposes the surface higher when its low water level, forms view obstruction to passenger, and influence landscape effect.
The tension spring that the fixed floating wharf technology of high resiliency tension spring uses multiple groups to anchor in water-bed different direction, it is jointly floating to harbour
Case is pulled, and realizes the positioning to floating wharf.Its sharpest edges is that positioning device is hidden in the water surface hereinafter, will not make to landscape
At influence；But in the biggish waters of water-head, more demanding to tension spring deformability, use is restricted, and tension spring product
More demanding to material, manufacturing process, cost is relatively high.
Utility model content
The purpose of the utility model is to provide it is a kind of not to above buoyancy tank harbour sight and walking have an impact, and produce
Harbour buoyancy tank stealth stake location structure at low cost.
To achieve the above object, the utility model provides a kind of harbour buoyancy tank stealth stake location structure, including longitudinal direction is prolonged
The sleeve that harbour buoyancy tank side is set and longitudinal guide pile for being plugged in the bottom are stretched, the guide pile and the sleeve activity are inserted
Connect cooperation.
Optionally, the inside of the sleeve is axially intervally distributed with multiple groups idler wheel mechanism, and every group of idler wheel mechanism includes multiple
Circumferentially distributed idler wheel, the idler wheel and the guide pile, which roll, to be cooperated.
Optionally, linear bearing is equipped in the sleeve, the linear bearing and the guide pile, which roll, to be cooperated.
Optionally, the sleeve includes the multiple tube couplings being successively socketed from the inside to the outside, between two adjacent tube couplings
Pair is limited with first axis, the tube coupling to prevent stop bit in internal layer is deviate from from the tube coupling for being located at outer layer；Positioned at most
Between the tube coupling and the guide pile of internal layer have the second axial limiting pair, to prevent stop bit in innermost layer the tube coupling from
Deviate from the guide pile.
Optionally, the top of the sleeve is not higher than the top surface of harbour buoyancy tank.
A kind of harbour buoyancy tank stealth stake location structure that another embodiment of the utility model provides, including it is longitudinal extended
Guide pile and longitudinal sleeve for being plugged in the bottom, the guide pile in harbour buoyancy tank side are matched with the sleeve activity grafting
It closes.
Optionally, the inside of the sleeve is axially intervally distributed with multiple groups idler wheel mechanism, and every group of idler wheel mechanism includes multiple
Circumferentially distributed idler wheel, the idler wheel and the guide pile, which roll, to be cooperated.
Optionally, linear bearing is equipped in the sleeve, the linear bearing and the guide pile, which roll, to be cooperated.
Optionally, the sleeve includes the multiple tube couplings being successively socketed from the inside to the outside, between two adjacent tube couplings
With third axial limiting pair, the tube coupling to prevent stop bit in internal layer is deviate from from the tube coupling for being located at outer layer；Positioned at most
Between the tube coupling and the guide pile of internal layer have the 4th axial limiting pair, to prevent stop bit in innermost layer the tube coupling from
Deviate from the guide pile.
Optionally, the top of the sleeve is not higher than the top surface of harbour buoyancy tank.
When the height of harbour buoyancy tank changes with SEA LEVEL VARIATION, sleeve is slided up and down relative to guide pile, passes through sleeve
It is mating with the activity of guide pile, it can effectively realize the positioning of harbour buoyancy tank, both solve guide pile block vision, shadow
The problem of ringing landscape effect, and the tension spring product of current valuableness can be substituted, substantially reduce project cost.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of harbour buoyancy tank stealth stake location structure provided by the embodiment of the utility model；
Fig. 2 is a kind of schematic diagram of harbour buoyancy tank stealth stake location structure in the prior art.
Appended drawing reference:
1, harbour buoyancy tank；2, sleeve；3, guide pile；4, lantern ring.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is a part of the embodiment of the utility model, instead of all the embodiments.Based on the reality in the utility model
Apply example, those of ordinary skill in the art's every other embodiment obtained without making creative work, all
Belong to the range of the utility model protection.
Embodiment one
As shown in Figure 1, a kind of harbour buoyancy tank stealth stake location structure provided by the embodiment of the utility model, the location structure
Including longitudinal sleeve 2 for being extended on 1 side of harbour buoyancy tank and it is longitudinal be plugged in water-bed guide pile 3, harbour buoyancy tank 1 can be with
It is steel buoyancy tank, thin wall concrete buoyancy tank or plastics buoyancy tank etc., shape can be rectangle；Sleeve 2 can be metal tube, can lead to
The mode for crossing bolt or welding is connect with harbour buoyancy tank 1；Guide pile 3 be and the matched concrete reinforced pipe of 2 internal diameter of sleeve
Stake or metal tube pile, the elevation at 3 top of guide pile are lowest water level, and guide pile 3 and 2 activity of sleeve are mating.When harbour is floating
With SEA LEVEL VARIATION and when changing, sleeve slides up and down the height of case 1 relative to guide pile 3, passes through the activity of sleeve and guide pile 3
It is mating, it can effectively realize the positioning of harbour buoyancy tank 1, both solve 3 block vision of guide pile, influenced landscape effect
Problem, and the tension spring product of current valuableness can be substituted, substantially reduce project cost.
In some embodiments, the inside of sleeve 2 is axially intervally distributed with multiple groups idler wheel mechanism, and every group of idler wheel mechanism includes
Multiple circumferentially distributed idler wheels, multiple idler wheels in every group of idler wheel mechanism are preferably circumferential to be uniformly distributed, and idler wheel and guide pile 3 roll
Dynamic cooperation, substitutes the sliding contact between sleeve and guide pile 3 with this, avoids generating abrasion.
In further embodiments, linear bearing is equipped in sleeve 2, linear bearing and guide pile 3, which roll, to be cooperated, with this
The sliding contact between sleeve and guide pile 3 is substituted, avoids generating abrasion.
In some embodiments, sleeve 2 includes multiple tube couplings for being successively socketed from the inside to the outside, between two adjacent tube couplings
Pair is limited with first axis, the tube coupling to prevent stop bit in internal layer is deviate from from the tube coupling for being located at outer layer, is similar to telescopic
Antenna structure；There is the second axial limiting pair between the tube coupling and guide pile 3 of innermost layer, to prevent stop bit in the pipe of innermost layer
Section is deviate from from guide pile 3.By the telescopic design of multiple set shell rings, it is adapted to large range of SEA LEVEL VARIATION.
Further, it can also be cooperatively connected by idler wheel or linear bearing between two adjacent tube couplings, it is each to eliminate
Abrasion between tube coupling.
In some embodiments, the top of sleeve is preferably no greater than the top surface of harbour buoyancy tank 1, and the bottom of sleeve to prolonging under water
It stretches, does not thus influence the walking of pedestrian on harbour buoyancy tank 1.
Embodiment two
A kind of harbour buoyancy tank stealth stake location structure that the utility model embodiment two provides, including longitudinal direction are extended on
The guide pile of harbour buoyancy tank side and longitudinal sleeve for being plugged in the bottom, guide pile and sleeve activity are mating.When harbour is floating
With SEA LEVEL VARIATION and when changing, sleeve slides up and down the height of case relative to guide pile, is inserted by the activity of sleeve and guide pile
Cooperation is connect, can effectively realize the positioning of harbour buoyancy tank, guide pile block vision had both been solved, has influenced asking for landscape effect
Topic, and the tension spring product of current valuableness can be substituted, substantially reduce project cost.
In some embodiments, the inside of sleeve is axially intervally distributed with multiple groups idler wheel mechanism, and every group of idler wheel mechanism includes
Multiple circumferentially distributed idler wheels, multiple idler wheels in every group of idler wheel mechanism are preferably circumferential to be uniformly distributed, and idler wheel and guide pile roll
Dynamic cooperation, substitutes the sliding contact between sleeve and guide pile with this, avoids generating abrasion.
In further embodiments, linear bearing is equipped in sleeve, linear bearing and guide pile, which roll, to be cooperated, and is substituted with this
Sliding contact between sleeve and guide pile avoids generating abrasion.
In some embodiments, sleeve includes the multiple tube couplings being successively socketed from the inside to the outside, between two adjacent tube couplings
With third axial limiting pair, the tube coupling to prevent stop bit in internal layer is deviate from from the tube coupling for being located at outer layer, is similar to telescopic
Antenna structure；There is the 4th axial limiting pair between the tube coupling and guide pile of innermost layer, to prevent stop bit in the pipe of innermost layer
Section is deviate from from guide pile.By the telescopic design of multiple set shell rings, it is adapted to large range of SEA LEVEL VARIATION.
Further, it can also be cooperatively connected by idler wheel or linear bearing between two adjacent tube couplings, it is each to eliminate
Abrasion between tube coupling.
In some embodiments, the top of sleeve is preferably no greater than the top surface of harbour buoyancy tank, and the bottom of sleeve to prolonging under water
It stretches, does not thus influence the walking of pedestrian on harbour buoyancy tank.
The harbour buoyancy tank stealth stake location structure of the utility model embodiment has the advantage that
1) it is matched by sleeve and guide pile, so that guide pile is hidden in the water surface hereinafter, guide pile exposure is avoided to influence
Harbour landscape effect and tourist's sight, improve customer experience；
2) this programme maintains the small advantage of fixed the reliable and stable of floating wharf of guide pile, lateral displacement, while guide pile
For a long time under water, frequent dry and wet environmental change is avoided, the corrosion resistance and durability of guide pile are improved；
3) project cost is lower, reduces positioning pile length, using simple, maintenance cost is low.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that:
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement；And these are modified or replaceed, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution
The spirit and scope of scheme.
Claims (8)
1. a kind of harbour buoyancy tank stealth stake location structure, which is characterized in that be extended on harbour buoyancy tank side including longitudinal
Sleeve and longitudinal guide pile for being plugged in the bottom, the guide pile and the sleeve activity are mating；The sleeve include by
It is interior to have first axis limit secondary to the multiple tube couplings being successively socketed outside, between two adjacent tube couplings, to prevent stop bit in
The tube coupling of internal layer is deviate from from the tube coupling for being located at outer layer；Between the tube coupling and the guide pile of innermost layer
With the second axial limiting pair, the tube coupling to prevent stop bit in innermost layer is deviate from from the guide pile.
2. harbour buoyancy tank stealth stake location structure according to claim 1, which is characterized in that the inside of the sleeve is axial
It is intervally distributed with multiple groups idler wheel mechanism, every group of idler wheel mechanism includes multiple circumferentially distributed idler wheels, the idler wheel and the positioning
Stake rolls cooperation.
3. harbour buoyancy tank stealth stake location structure according to claim 1, which is characterized in that be equipped with straight line in the sleeve
Bearing, the linear bearing and the guide pile, which roll, to be cooperated.
4. harbour buoyancy tank stealth stake location structure according to claim 1, which is characterized in that the top of the sleeve is not high
In the top surface of harbour buoyancy tank.
5. a kind of harbour buoyancy tank stealth stake location structure, which is characterized in that be extended on harbour buoyancy tank side including longitudinal
Guide pile and longitudinal sleeve for being plugged in the bottom, the guide pile and the sleeve activity are mating；The sleeve include by
It is interior to there is third axial limiting pair to the multiple tube couplings being successively socketed outside between two adjacent tube couplings, to prevent stop bit in
The tube coupling of internal layer is deviate from from the tube coupling for being located at outer layer；Between the tube coupling and the guide pile of innermost layer
With the 4th axial limiting pair, the tube coupling to prevent stop bit in innermost layer is deviate from from the guide pile.
6. harbour buoyancy tank stealth stake location structure according to claim 5, which is characterized in that the inside of the sleeve is axial
It is intervally distributed with multiple groups idler wheel mechanism, every group of idler wheel mechanism includes multiple circumferentially distributed idler wheels, the idler wheel and the positioning
Stake rolls cooperation.
7. harbour buoyancy tank stealth stake location structure according to claim 5, which is characterized in that be equipped with straight line in the sleeve
Bearing, the linear bearing and the guide pile, which roll, to be cooperated.
8. harbour buoyancy tank stealth stake location structure according to claim 5, which is characterized in that the top of the sleeve is not high
In the top surface of harbour buoyancy tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368008.3U CN209099363U (en) | 2018-08-23 | 2018-08-23 | Harbour buoyancy tank stealth stake location structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368008.3U CN209099363U (en) | 2018-08-23 | 2018-08-23 | Harbour buoyancy tank stealth stake location structure |
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| CN209099363U true CN209099363U (en) | 2019-07-12 |
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| CN201821368008.3U Active CN209099363U (en) | 2018-08-23 | 2018-08-23 | Harbour buoyancy tank stealth stake location structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111316946A (en) * | 2020-03-31 | 2020-06-23 | 天津海太科技有限公司 | Water injection rotating net horizontal floating type net cage and application and catching and lifting tool thereof |
-
2018
- 2018-08-23 CN CN201821368008.3U patent/CN209099363U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111316946A (en) * | 2020-03-31 | 2020-06-23 | 天津海太科技有限公司 | Water injection rotating net horizontal floating type net cage and application and catching and lifting tool thereof |
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