CN203270513U - Vertical-pile positioning floating pier - Google Patents
Vertical-pile positioning floating pier Download PDFInfo
- Publication number
- CN203270513U CN203270513U CN2013201538050U CN201320153805U CN203270513U CN 203270513 U CN203270513 U CN 203270513U CN 2013201538050 U CN2013201538050 U CN 2013201538050U CN 201320153805 U CN201320153805 U CN 201320153805U CN 203270513 U CN203270513 U CN 203270513U
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- staking out
- pulley
- pontic
- buffering wheel
- skeleton body
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
A vertical-pile positioning floating pier comprises vertical piles, auxiliary vertical piles and a bridge framework body, wherein a bridge is mounted on the bridge framework body, and a channel is arranged between a coast and the bridge framework body. The vertical-pile positioning floating pier is characterized in that the channel comprises fixed sections and movable sections; the fixed sections are erected between the coast and the auxiliary vertical piles; the upper ends of the movable sections are hinged with the fixed sections; the lower ends of the movable sections are arranged on the bridge deck and slide synchronously along with the up-and-down motion of the bridge framework body; positioning rings are mounted on the bridge framework body and arranged on the peripheries of the vertical piles; and buffer wheels which can slide up and down along the vertical piles are mounted on the positioning rings. The vertical-pile positioning floating pier has the advantages as follows: the buffer wheels are mounted on the positioning rings, the floating pier is guaranteed to transfer and disperse stress in multiple directions when suffering from sea wave impact and water level rising and falling, and the impact of the bridge framework body on the vertical piles is decreased; besides, as a bridge framework moves up and down, angles between the movable sections of the channel and the bridge deck can be adjusted flexibly, and the channel is in a normal working state all the time.
Description
Technical field
The utility model relates to the combined type buoyancy harbour, relates in particular to a kind of staking out positioning floating harbour.
Background technology
Just have decades ago the scholar to propose, 21st century is the century of ocean, is the development that adapts to the situation, and China is at present also in the infrastructure of the each side of stepping up ocean power.At present, domestic coastal reduces gradually because of the offshore production resource, and coastal fisherman is the development that adapts to new situations and the achievement and assurance opportunity to develop sharing development and bring, and yacht will be come into Chinese ordinary people's life gradually, and the yacht wharf of coastal area will get more and more.But there is following deficiency in existing yacht wharf: at first, the yacht wharf structure is heavier, very inconvenience of lifting and installation, and construction environment is abominable, and operation easier is higher.Secondly, take the coagulating cement knoll as main, as main force structure, channel-section steel is heavy with channel-section steel for bridge, be subject to seawater corrosion, and be difficult for processing, and dismounting and installation are also more difficult, and the ability that absorbs wave is relatively poor, thereby make the landing stage built on the sand, the construction engineering quantity is large, and the completion cycle is long, and manufacturing cost is higher.
for overcoming the defective of above-mentioned existing landing stage, people have invented various knockdown landing stages, be that ZL200620063526.5(notice of authorization number is CN200978380Y as the patent No.) Chinese utility model patent disclosed " steady type combined floating terminal ", this steady type combined floating terminal comprises a plurality of floating parts, floating part is by panel, stress frame and a plurality of buoyancy aid consist of, wherein, also be provided with by a left side in floating part bottom, the heavily pendant thing piece that right connector hangs, a described left side, right connector lower end is fixedly connected with described heavy pendant thing piece, its upper end respectively with the stress frame fixed-link of floating part both sides.Although this landing stage structure is comparatively simple, the location structure of floating part is firm not, and the supporting power of bridge floor is little.
And for example the patent No. is that ZL200620063525.0(notice of authorization number is CN201010855Y) Chinese utility model patent disclosed " strut fixed combination landing stage ", this strut fixed combination landing stage, comprise a plurality of floating part that consists of the landing stage and the trestle up and down that is connected embankment, wherein, also be provided with the rigid bracing that many groups are " eight " font between floating part and embankment, the floating part of respective heights and embankment sidepiece correspondence respectively are provided with fixedly ear, the fixedly ear of the rigid bracing two ends hinged floating part of difference and embankment.As seen, although this landing stage has overcome the defective that firm, the floating not part of floating part structure easily rocks, and have that cost is low, simple in structure, strong adaptability and resistance to overturning advantages of higher, when tide bulge and fall, the up and down trestle can also carry out the angle variation along with the horizontal plane that can relatively float part that moves up and down of floating part, but, the angular adjustment underaction between up and down trestle and floating part surface, trestle easily produces fault and causes and can't work up and down.
The utility model content
First technical problem to be solved in the utility model is for above-mentioned prior art present situation, provides a kind of pontic skeleton that can reduce to the impact of staking out and the angle of channel-active section can flexible modulation in pontic skeleton lifting process staking out positioning floating harbour.
Second technical problem to be solved in the utility model is for above-mentioned prior art present situation, provides a kind of and can reduce the pontic skeleton to the impact of staking out and make pedestrian's safer staking out positioning floating harbour of harbour that fluctuates.
the utility model solves the problems of the technologies described above the technical scheme that adopts: this staking out positioning floating harbour, comprise staking out, auxiliary staking out and pontic skeleton body, described staking out and auxiliary staking out are located at the seabed and are exposed to the sea, described pontic skeleton body fluctuates in the sea and is positioned in described staking out, on pontic skeleton body, bridge deck are installed, be provided with passage between seashore and pontic skeleton body, it is characterized in that: described passage comprises canned paragraph and active segment, described canned paragraph is erected between seashore and auxiliary staking out, the upper end of described active segment is articulated in canned paragraph, the lower end of active segment be located on bridge deck and along with moving up and down of pontic skeleton body on bridge deck synchronous slide, on pontic skeleton body, centring ring is installed, described centring ring is located at the staking out periphery and the buffering wheel that can slide up and down along staking out is installed on centring ring.
As a kind of preferred version of passage, described active segment comprises:
Upper roof beam structure is two, be parallel to each other and the oblique passage both sides be located at, and the top is hinged by hinge axis and the canned paragraph that is erected at auxiliary staking out end;
Lower beam frame is two, is parallel to each other and the oblique passage both sides be located at, and corresponding one by one up and down with described upper roof beam structure;
Step-type pedal, along upper roof beam structure and lower beam frame from top to bottom successively the horizontal interval be arranged between upper roof beam structure and lower beam frame, and the both sides of step-type pedal are articulated in roof beam structure and lower beam frame respectively;
The first pulley is arranged on the bottom of roof beam structure and lower beam frame, be provided with on described bridge deck level to the pulley chute, described the first pulley is positioned in this pulley chute and does horizontal slip along with moving up and down of bridge deck along the pulley chute;
And second pulley, be arranged on the top of lower beam frame, be provided with on the described canned paragraph that is set up in auxiliary staking out end level to guide chute, described the second pulley is positioned in this guide chute, and the pulley spindle of the second pulley and described hinge axis are in the same level height.In this scheme, active segment structure applications parallelogram principle, no matter tide bulge and fall, the cascaded surface of moving stair remains with horizontal plane and almost is in parastate, greatly reduces the harbour personnel's of fluctuating potential safety hazard.
Another preferred version as passage, the upper end of described active segment is hinged by bolt and canned paragraph, the lower end of active segment is provided with pulley bracket, is provided with pulley groove on described bridge deck, and the movable pulley that can slidably reciprocate in pulley groove is installed on described pulley bracket.Channel design in this scheme is comparatively simple, and along with the moving up and down of pontic skeleton body, and the angle between channel-active section and bridge deck can flexible modulation, guarantees that passage is in normal operating conditions constantly.
In order to make pedestrian's harbour that fluctuates safer, the both sides of described canned paragraph and active segment all are equipped with safety guide rail.
Buffering wheel can have multiple different mounting structure, preferably, in the installed inside of described centring ring, the buffering wheel bracing strut is arranged, and the buffering wheel shaft is installed on the buffering wheel bracing strut, and described buffering wheel is arranged on the buffering wheel shaft.
In order to reduce the degree of wear of buffering wheel, described buffering wheel shaft is glue shaft, and described buffering wheel is the resin wheel.
In order to make centring ring have better locating effect, the cross section of described staking out is annular, described centring ring is the auricle shape and two ends are fixed on pontic skeleton body, three buffering wheel bracing struts are installed in centring ring, a buffering wheel bracing strut is installed, and above-mentioned four buffering wheel bracing strut circumference uniform distributions are in the periphery of described staking out on pontic skeleton body.
Pontic skeleton body is torn the employing overall structure open, preferably, described pontic skeleton body comprises that a plurality of rear series and parallel connections that are hinged form unit framework, and the described bridge deck of bridge are installed above described unit framework, and buoyancy tank is installed below described unit framework.
In order to prevent that the landing stage is subject to seawater and salt air corrosion, the surface of described unit framework is brushed with the coating of sea water resistance and sea wind erosion, the skid-proof rubber plank that described bridge deck adopt sea water resistance and sea wind to corrode, described buoyancy tank adopt the casing of being made by the poly-resin low density material of sea water resistance and sea wind erosion.
In order to make pontic skeleton body convenient disassembly, and has a structural strength preferably, described each unit framework adopts angle steel or i iron as weld assembly, described buoyancy tank is arranged and is fixed on described angle steel or i iron by designing requirement, be provided with the hinged ear of pairing on described angle steel or i iron, a plurality of unit frameworks pass the hinge lug locking of pairing by hinge bolt and series and parallel connections becomes described pontic skeleton body.
compared with prior art, the utility model has the advantage of: the pontic skeleton body of this staking out positioning floating harbour is positioned in staking out by centring ring, and the buffering wheel by sliding up and down along staking out, can guarantee landing stage multi-direction transmission when being subjected to sea beat and fluctuation in stage, disperse stressed, and make the landing stage up and down flexibly lifting slide, can reduce to a certain extent the pontic skeleton to the impact of staking out, and, along with moving up and down of pontic skeleton, the active segment of passage and the energy of the angle between bridge deck flexible modulation, make passage be in all the time normal operating conditions.In addition, because the modular making is adopted in whole landing stage, thereby comparatively easy, the low cost of manufacture of construction, dismounting and installation are comparatively easy, and structure is comparatively firm, and the ability that absorbs wave is stronger.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment one;
Fig. 2 is the top view of the utility model embodiment one;
Fig. 3 is the partial schematic diagram of the unit framework of the utility model embodiment one;
Fig. 4 is the enlarged diagram of A part in Fig. 1;
Fig. 5 is the enlarged diagram of B part in Fig. 2;
Fig. 6 is the enlarged diagram of C part in Fig. 1;
Fig. 7 is the enlarged diagram of D part in Fig. 2;
Fig. 8 is the enlarged diagram of E part in Fig. 1;
Fig. 9 is the enlarged diagram of F part in Fig. 2;
Figure 10 is the enlarged diagram of G part in Fig. 2;
Figure 11 is the structural representation of the utility model embodiment two;
Figure 12 is the structural representation of landing stage shown in Figure 11 when ebb tide;
Figure 13 is the partial top view of landing stage shown in Figure 11;
Figure 14 is the active segment of passage in Figure 11 and the partial schematic diagram that is connected place, location structure of canned paragraph;
Figure 15 is the partial top view that is connected place, location structure of active segment with the canned paragraph of passage in Figure 11;
Figure 16 is the active segment of passage in Figure 11 and the partial schematic diagram of place, pulley chute location structure;
Figure 17 is the active segment of passage in Figure 11 and the partial top view of place, pulley chute location structure.
The specific embodiment
Embodiment is described in further detail the utility model below in conjunction with accompanying drawing.
Embodiment one:
As depicted in figs. 1 and 2, staking out positioning floating harbour in the present embodiment includes the assemblies such as staking out 1, auxiliary staking out 10, pontic skeleton body 6, centring ring 3, buoyancy tank 5, passage 9, bridge deck 11, and each modular assembly is formed by fixedly connecting with the connector that sea water resistance and sea wind corrode, and yacht 20 rests near on the sea of berthing of bridge deck 11.Wherein, staking out 1 and auxiliary staking out 10 all are located at the seabed and are exposed to the sea, and when being located at the seabed, can be further be fixed with the cement of resisting sea water erosion.Auxiliary staking out 10 is near seashore 18, and passage 9 is located between seashore 18 and pontic skeleton body 6.
As extremely shown in Figure 5 in Fig. 3, pontic skeleton body 6 is overall structure, it is formed by connecting by a plurality of unit frameworks 2, it is weld assembly that each unit framework 2 adopts angle steel or i iron 15, before welding, first angle steel or i iron 15 are carried out processing of rust removing, after being welded into unit framework 2, go out the coating that corrodes except brushing sea water resistance and sea wind after the weldering quarrel.Be provided with the hinged ear 16 of pairing on angle steel or i iron 15, a plurality of unit frameworks 2 pass hinge lug 16 locking of pairing by hinge bolt 17 and series and parallel connections becomes pontic skeleton body 6.Bridge deck 11 are installed in the top of each unit framework 2, and bridge deck 11 adopt the skid-proof rubber plank of sea water resistance and sea wind erosion.Buoyancy tank 5 adopts the poly-resin low density material blowing that sea water resistance and sea wind corrode to form, and arrange and be fixedly mounted on angle steel or i iron 15 belows by designing requirement, float on after buoyancy tank 5 installs in seawater 19, the buoyancy of generation floats on the sea pontic skeleton body 6.
As extremely shown in Figure 9 in Fig. 6, passage 9 comprises canned paragraph 91 and active segment 92, canned paragraph 91 is erected between seashore 18 and auxiliary staking out 10, the upper end of active segment 92 is articulated in canned paragraph 91 by bolt 98, the lower end of active segment 92 is provided with pulley bracket 95, be provided with pulley groove 96 on bridge deck 11, the movable pulley 97 that can slidably reciprocate in pulley groove 96 is being installed on pulley bracket 95.During tide bulge and fall, along with moving up and down of pontic skeleton body 6, movable pulley 97 can slide in pulley groove 96 inter-syncs, thereby makes passage 9 be in all the time normal operating conditions.In addition, in order to make pedestrian's harbour that fluctuates safer, canned paragraph 91 all is equipped with safety guide rail 14 with the both sides of active segment 92.
As shown in figure 10, the cross section of staking out 1 is annular, centring ring 3 is the auricle shape and two ends are fixed on pontic skeleton body 6, in centring ring 3 installed inside, three buffering wheel bracing struts 7 are arranged, a buffering wheel bracing strut 7 is installed on pontic skeleton body 6, and above-mentioned four buffering wheel bracing strut 7 circumference uniform distributions are installed buffering wheel shaft 8 in the periphery of staking out 1 on buffering wheel bracing strut 7, buffering wheel 4 is arranged on buffering wheel shaft 8.After adopting buffering wheel, in the time of can avoiding tide bulge and fall pontic skeleton body 6 directly and staking out 1 collide, reduce the impact of 6 pairs of staking outs 1 of pontic skeleton body, also make the moving resistance of 1 of pontic skeleton body 6 and staking out less.In addition, in order to reduce the degree of wear of buffering wheel 4, the buffering wheel shaft 8 in the present embodiment is glue shaft, and buffering wheel 4 is the resin wheel.
Embodiment two:
As extremely shown in Figure 17 in Figure 11, the landing stage of the landing stage of the present embodiment and embodiment one is except channel design is different, all the other structures are identical, the passage 9 of the present embodiment comprises canned paragraph 91 and active segment 92, wherein, canned paragraph 91 is erected between seashore 18 and auxiliary staking out 10, and the upper end of active segment 92 and canned paragraph 91 are hinged, the lower end of active segment 92 is slidably connected on bridge deck 11.Particularly, active segment 92 specifically includes the assemblies such as roof beam structure 92a, lower beam frame 92b, step-type pedal 92c, the first pulley 92d and the second pulley 92e.Upper roof beam structure 92a is two, be parallel to each other and oblique passage 9 both sides be located at, and the top of upper roof beam structure 92a is hinged by hinge axis 93 and the canned paragraph 91 that is erected at auxiliary staking out 10 ends, and the bottom of lower beam frame 92b is equipped with the first pulley 92d; Lower beam frame 92b is two, be parallel to each other and oblique passage 9 both sides be located at, and corresponding one by one up and down with upper roof beam structure 92a, the second pulley 92e is installed on the top of lower beam frame 92b, the canned paragraph 91 that is set up in auxiliary staking out 10 ends is provided with the guide chute 13 of horizontal distribution, the second pulley 92e is positioned in this guide chute 13, and, pulley spindle 94 and the hinge axis 93 of the second pulley 92e are in the same level height, certainly, the top of lower beam frame 92b also can be hinged by hinge axis and the canned paragraph 91 that is erected at auxiliary staking out 10 ends.Be provided with the pulley chute 12 of horizontal distribution on the Bridge 2 face that floats, the the first pulley 92d that is arranged on roof beam structure 92a bottom and lower beam frame 92b bottom is positioned in this pulley chute 12, and can move horizontally along pulley chute 12 along with moving up and down of bridge deck 11.Upper roof beam structure 92a and lower beam frame 92b from top to bottom successively the horizontal interval step-type pedal 92c is set, the two ends of step-type pedal 92c are articulated in roof beam structure 92a and lower beam frame 92b respectively.
For the personnel that make the harbour that fluctuates walk more steady and sure, the safety of sensation on step-type pedal, be fixed with the base plate (not shown) in the bottom of lower beam frame 92b.On the upper roof beam structure 92a that is positioned at passage 9 both sides, safety guide rail 14 is installed, people can hold up when fluctuating harbour on safety guide rail 14, walk safer.In addition, for the application life of extending channel 9, the coating of sea water resistance and sea wind erosion is arranged at the external coating of the metalworks such as upper roof beam structure 92a, lower beam frame 92b, step-type pedal 92c, base plate and safety guide rail 14.In order to reduce the friction level of pulley, the hard resin wheel that the first pulley 92d and the second pulley 92e adopt sea water resistance and sea wind to corrode.
The operating principle of passage in the present embodiment: during tidal bulge, bridge deck 11 move up, the first pulley 92d moves horizontally to the direction away from canned paragraph 91, simultaneously, upper roof beam structure 92a synchronously upwards rotates relative to canned paragraph 91 with lower beam frame 92b, and the angle of upper roof beam structure 92a and lower beam frame 92b and bridge deck 11 diminishes.As shown in Figure 17, the sidepiece of upper roof beam structure 92a, lower beam frame 92b and adjacent two step-type pedal 92c encloses the formation parallelogram sturcutre, and, because the both sides of step-type pedal 92c are articulated in upper roof beam structure 92a and lower beam frame 92b respectively, thereby along with the rotation of upper roof beam structure 92a and lower beam frame 92b, step-type pedal 92c can remain with horizontal plane and almost be in parallel state, thereby be convenient for people to the harbour that fluctuates, greatly reduce the potential safety hazard of the harbour that fluctuates.During ebb tide, the first pulley 92d is towards moving horizontally near the direction of canned paragraph 91, and step-type pedal 92c also can remain and almost is in parallel state with horizontal plane, and the concrete structure principle is with identical at the incoming tide, and in this not go into detail.
Claims (10)
1. staking out positioning floating harbour, comprise staking out (1), auxiliary staking out (10) and pontic skeleton body (6), described staking out (1) and auxiliary staking out (10) are located at the seabed and are exposed to the sea, described pontic skeleton body (6) fluctuates in the sea and is positioned in described staking out (1), bridge deck (11) are installed on pontic skeleton body (6), be provided with passage (9) between seashore (18) and pontic skeleton body (6), it is characterized in that: described passage (9) comprises canned paragraph (91) and active segment (92), described canned paragraph (91) is erected between seashore (18) and auxiliary staking out (10), the upper end of described active segment (92) is articulated in canned paragraph (91), the lower end of active segment (92) is located on bridge deck (11) and along with moving up and down of pontic skeleton body (6) and is gone up synchronous slide at bridge deck (11), centring ring (3) is installed on pontic skeleton body (6), described centring ring (3) is located at staking out (1) periphery and the buffering wheel (4) that can slide up and down along staking out (1) is installed on centring ring (3).
2. staking out positioning floating harbour according to claim 1 is characterized in that described active segment (92) comprising:
Upper roof beam structure (92a) is two, be parallel to each other and oblique passage (9) both sides be located at, and the top is hinged by hinge axis (93) and the canned paragraph (91) that is erected at auxiliary staking out (10) end;
Lower beam frame (92b) is two, is parallel to each other and oblique passage (9) both sides be located at, and corresponding one by one up and down with described upper roof beam structure (92a);
Step-type pedal (92c), along upper roof beam structure (92a) and lower beam frame (92b) from top to bottom successively the horizontal interval be arranged between upper roof beam structure (92a) and lower beam frame (92b), and the both sides of step-type pedal (92c) are articulated in roof beam structure (92a) and lower beam frame (92b) respectively;
The first pulley (92d), be arranged on the bottom of roof beam structure (92a) and lower beam frame (92b), be provided with on described bridge deck (11) level to pulley chute (12), described the first pulley (92d) is positioned in this pulley chute (12) and does horizontal slip along with moving up and down of bridge deck (11) along pulley chute (12);
And second pulley (92e), be arranged on the top of lower beam frame (92b), be provided with on the described canned paragraph (91) that is set up in auxiliary staking out (10) end level to guide chute (13), described the second pulley (92e) is positioned in this guide chute (13), and the pulley spindle (94) of the second pulley (92e) is in the same level height with described hinge axis (93).
3. staking out positioning floating harbour according to claim 2, it is characterized in that: the upper end of described active segment (92) is hinged by bolt (98) and canned paragraph (91), the lower end of active segment (92) is provided with pulley bracket (95), be provided with pulley groove (96) on described bridge deck (11), the movable pulley (97) that can slidably reciprocate in pulley groove (96) is being installed on described pulley bracket (95).
4. according to claim 2 or 3 described staking out positioning floating harbours is characterized in that: described canned paragraph (91) all is equipped with safety guide rail (14) with the both sides of active segment (92).
5. according to claim 1 and 2 or 3 described staking out positioning floating harbours, it is characterized in that: the installed inside at described centring ring (3) has buffering wheel bracing strut (7), buffering wheel shaft (8) is installed on buffering wheel bracing strut (7), and described buffering wheel (4) is arranged on buffering wheel shaft (8).
6. staking out positioning floating harbour according to claim 5, it is characterized in that: described buffering wheel shaft (8) is glue shaft, described buffering wheel (4) is the resin wheel.
7. staking out positioning floating harbour according to claim 5, it is characterized in that: the cross section of described staking out (1) is annular, described centring ring (3) is the auricle shape and two ends are fixed on pontic skeleton body (6), three buffering wheel bracing struts (7) are installed in centring ring (3), a buffering wheel bracing strut (7) is installed, and above-mentioned four buffering wheel bracing struts (7) circumference uniform distribution is in the periphery of described staking out (1) on pontic skeleton body (6).
8. according to claim 1 and 2 or 3 described staking out positioning floating harbours, it is characterized in that: described pontic skeleton body (6) comprises that a plurality of rear series and parallel connections that are hinged form unit framework (2), the described bridge deck of bridge (11) are installed in top at described unit framework (2), in the below of described unit framework (2), buoyancy tank (5) are installed.
9. staking out positioning floating harbour according to claim 8, it is characterized in that: the surface of described unit framework (2) is brushed with the coating of sea water resistance and sea wind erosion, the skid-proof rubber plank that described bridge deck (11) adopt sea water resistance and sea wind to corrode, described buoyancy tank (5) adopt the casing of being made by the poly-resin low density material of sea water resistance and sea wind erosion.
10. staking out positioning floating harbour according to claim 8, it is characterized in that: described each unit framework (2) adopts angle steel or i iron (15) as weld assembly, described buoyancy tank (5) is arranged and is fixed on by designing requirement on described angle steel or i iron (15), be provided with the hinged ear (16) of pairing on described angle steel or i iron (15), a plurality of unit frameworks (2) pass hinge lug (16) locking of pairing by hinge bolt (17) and series and parallel connections becomes described pontic skeleton body (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201538050U CN203270513U (en) | 2013-03-29 | 2013-03-29 | Vertical-pile positioning floating pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201538050U CN203270513U (en) | 2013-03-29 | 2013-03-29 | Vertical-pile positioning floating pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203270513U true CN203270513U (en) | 2013-11-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013201538050U Withdrawn - After Issue CN203270513U (en) | 2013-03-29 | 2013-03-29 | Vertical-pile positioning floating pier |
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| CN (1) | CN203270513U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255740A (en) * | 2013-03-29 | 2013-08-21 | 浙江海洋学院 | Vertical pile positioning landing stage |
-
2013
- 2013-03-29 CN CN2013201538050U patent/CN203270513U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255740A (en) * | 2013-03-29 | 2013-08-21 | 浙江海洋学院 | Vertical pile positioning landing stage |
| CN103255740B (en) * | 2013-03-29 | 2015-04-22 | 浙江海洋学院 | Vertical pile positioning landing stage |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20131106 Effective date of abandoning: 20150422 |