CN103215915B - Floating dock - Google Patents
Floating dock Download PDFInfo
- Publication number
- CN103215915B CN103215915B CN201310108402.9A CN201310108402A CN103215915B CN 103215915 B CN103215915 B CN 103215915B CN 201310108402 A CN201310108402 A CN 201310108402A CN 103215915 B CN103215915 B CN 103215915B
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- CN
- China
- Prior art keywords
- pulley
- staking out
- pontoon bridge
- buffering wheel
- sea
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Abstract
The invention discloses a stand pole and floating bridge adjusting structure, which comprises a stand pole and a floating bridge, wherein the stand pole is arranged at the bottom of a sea and exposes out of the surface of the sea; the floating bridge floats on the surface of the sea; a positioning ring arranged on the periphery of the stand pole is fixed on the floating bridge; and the positioning ring is provided with a buffer wheel which can slide along the stand pole up and down. The stand pole and floating bridge adjusting structure is characterized in that an axial positioning groove is arranged outside the stand pole; a buffer sheet is wedged into the positioning groove; and the buffer wheel slides on the buffer sheet up and down. The invention also discloses a floating dock. The stand pole and floating bridge adjusting structure and the floating dock provided by the invention have the advantages that the buffer sheet wedged into the stand pole positioning groove can be used for absorbing energy that sea tides are bad for the floating bridge; when in ebb and flow of the tides, a pulley wheel arranged on the positioning ring can slide on the buffer sheet, so that hard impact and hard friction can be prevented from being generated; and no matter the ebb or the flow of the tides, a step plane of a channel connected with the floating dock always keeps parallel to a horizontal plane nearly, so that potential safety hazards of personnel working on the floating dock are reduced.
Description
Technical field
The present invention relates to landing stage, particularly relate to the landing stage that the adjustment structure of staking out in landing stage and pontoon bridge and application have this adjustment structure.
Background technology
Along with domestic coastal is because of the minimizing gradually of offshore production resource, to be the development that adapts to new situations develop the achievement brought and assurance opportunity to develop with sharing to coastal fisherman, and the life of Chinese ordinary people come into just gradually by yacht, and the yacht wharf of coastal area is just more and more.Wherein comparatively commonly floating type yacht wharf, this floating type yacht wharf generally all includes spud pile and pontoon bridge skeleton, pontoon bridge framework location also can move up and down along with the relative spud pile of tide bulge and fall on spud pile, but, owing to well not locating between existing pontoon bridge skeleton and spud pile, absorb the ability of tide, under the promotion of seawater, pontoon bridge amplitude of fluctuation is large, during tide bulge and fall, pontoon bridge easily produces to rock and produce with spud pile and collides, the structure of spud pile or destruction pontoon bridge skeleton can be broken time serious, and then have influence on the normal use of landing stage.
Also many follow-on landing stages location structure is had in prior art, if the patent No. is " the landing stage fastening devices " disclosed in the Chinese utility model patent of ZL 200620063527.X (Authorization Notice No. is 201037246Y), this fastening devices comprises the body making landing stage can locate slip up and down on guide pile, described body side is fixedly connected with landing stage, be provided with the trepanning of fitting mutually with guide pile in the middle part of described body, be provided with multiple carriage along trepanning periphery.Although this landing stage relies on pulley and the guide pile abutting contact of carriage, although can ensure landing stage by sea beat and fluctuation in stage time multi-direction transmission, disperse stressed, and make landing stage flexible lifting carriage up and down, the impact of pontoon bridge to spud pile can be reduced to a certain extent, but, pulley is under the frequent impact of tide, and the coating of the seawater corrosion resistance of guide pile appearance brushing comes off after easily wearing and tearing, thus reduces the application life of landing stage.
Summary of the invention
Technical problem to be solved by this invention is for above-mentioned prior art present situation, provides one that staking out can be avoided to be subject to hard impact and hard friction, the cascaded surface of interface channel can be made again to remain the landing stage being in parastate with horizontal plane.
The present invention solves the problems of the technologies described above adopted technical scheme: this landing stage, comprise staking out and pontoon bridge, described staking out is located at seabed and is exposed to sea, described pontoon bridge floats on sea, pontoon bridge is provided with float and centring ring, centring ring is located at staking out periphery and on centring ring, is provided with the buffering wheel that can slide up and down along staking out, axial detent is had in the outside of described staking out, in described detent, wedging has buffer substrate tablet, and described buffering wheel slides up and down on described buffer substrate tablet, between seashore and pontoon bridge, erection has a connection channel, be provided with one near seashore place be located at seabed and expose the auxiliary staking out on sea, described interface channel comprises and is erected at canned paragraph between seashore and auxiliary staking out and first end and canned paragraph and is hinged, second end is slidably connected at the active segment on described pontoon bridge, it is characterized in that described active segment comprises:
Upper roof beam structure is two, is parallel to each other and is obliquely located at interface channel both sides, and top is hinged by hinge axis and the canned paragraph being erected at auxiliary staking out end;
Lower beam frame is two, is parallel to each other and is obliquely located at interface channel both sides, and with the described upper and lower one_to_one corresponding of upper roof beam structure;
Step-type pedal, along upper roof beam structure and lower beam frame from top to bottom successively horizontal interval be arranged between upper roof beam structure and lower beam frame, and the both sides of step-type pedal are articulated with roof beam structure and lower beam frame respectively;
First pulley, is arranged on the bottom of roof beam structure and lower beam frame, and the bridge floor of described pontoon bridge is provided with horizontal direction pulley chute, and the first described pulley to be positioned in this pulley chute and to do horizontal slip along with moving up and down of pontoon bridge along pulley chute;
And second pulley, be arranged on the top of lower beam frame, the described canned paragraph being set up in auxiliary staking out end is provided with horizontal direction guide chute, and the second described pulley is positioned in this guide chute, and the pulley spindle of the second pulley and described hinge axis are in same level height.
Above-mentioned active segment structure application parallelogram principle, no matter tide bulge and fall, the cascaded surface of moving stair remains and is almost in parastate with horizontal plane, greatly reduces the potential safety hazard of dock personnel of fluctuating.
Preferably, the lateral surface of described buffer substrate tablet is convexly equipped in the lateral surface of staking out.Like this, can guarantee that buffering wheel can not touch staking out in sliding process further.
In order to make buffer substrate tablet be embedded in detent more firmly, the both sides of described detent are formed with embedded groove respectively, and accordingly, the both sides of described buffer substrate tablet form the embedded chip that can be embedded in corresponding embedded groove respectively.
Buffering wheel can have multiple mounting structure, preferably, is provided with buffering wheel support in the inner side of described centring ring, buffering wheel support is provided with buffering wheel shaft, and described buffering wheel is arranged on buffering wheel shaft.
In order to make centring ring, there is better locating effect, the cross section of described staking out is annular, described centring ring is auricle shape and two ends are fixed on pontoon bridge, three pulley installing racks are installed in centring ring, pontoon bridge is provided with a pulley installing rack, and above-mentioned four pulley installing racks are uniformly distributed along the periphery of described staking out.
In order to reduce the degree of wear of buffer substrate tablet and buffering wheel, described buffer substrate tablet adopts flap block rubber, and described buffering wheel is cylindrical resin wheel.
As the another kind of preferred version of interface channel, upper end and the canned paragraph of described active segment are hinged, the lower end of active segment is provided with pulley bracket, and the bridge floor of described pontoon bridge is provided with pulley groove, and described pulley bracket is provided with the movable pulley that can slidably reciprocate in pulley groove.
In order to make people's harbour that fluctuates safer, described canned paragraph and the both sides of active segment are all provided with safety guide rail.
Pontoon bridge can have various structures, and preferably, described pontoon bridge, by multiple unit framework serial or parallel connections integrally structure, is provided with bridge deck, is provided with buoyancy tank in the below of described unit framework above described unit framework.Further, unit framework adopts angle steel or i iron as weld assembly, is hinged between unit framework.
Seawater and salt air corrosion is subject in order to prevent landing stage, the surface of described unit framework is brushed with the coating that sea water resistance and sea wind corrode, the skid-proof rubber plank that described bridge deck adopt sea water resistance and sea wind to corrode, the casing that described buoyancy tank adopts the poly-resin low density material corroded by sea water resistance and sea wind to make.
Compared with prior art; the invention has the advantages that: this landing stage is embedded in buffer substrate tablet by the detent in staking out; buffer substrate tablet can be used for absorbing tide to the disadvantageous energy of pontoon bridge; and; when tide bulge and fall; the pulley be arranged on centring ring can slide and avoid producing hard impact and hard friction to staking out on buffer substrate tablet, thus available protecting staking out.In addition, by being erected at the interface channel between seashore and pontoon bridge, this interface channel application parallelogram principle, regardless of tide bulge and fall, the cascaded surface of moving stair remains and is almost in parastate with horizontal plane, thus greatly reduces the potential safety hazard of dock personnel of fluctuating.
Accompanying drawing explanation
Fig. 1 is the front view of the embodiment of the present invention;
Fig. 2 is the lateral view of the embodiment of the present invention;
Fig. 3 is the top view of the embodiment of the present invention;
Fig. 4 is the structural representation of the staking out of the embodiment of the present invention;
Fig. 5 is the top view of staking out shown in Fig. 4;
Fig. 6 is the structural representation of the centring ring of the embodiment of the present invention;
Fig. 7 is the lateral view of centring ring shown in Fig. 6;
Fig. 8 is the structural representation of the buffer substrate tablet of the embodiment of the present invention;
Fig. 9 is the top view of buffer substrate tablet shown in Fig. 8;
Figure 10 is the structural representation that application has the landing stage embodiment one of staking out and pontoon bridge adjustment structure;
Figure 11 is the top view of landing stage shown in Figure 10;
Figure 12 is the enlarged diagram of part A in Figure 10;
Figure 13 is the enlarged diagram of part B in Figure 11;
Figure 14 is the structural representation that application has the landing stage embodiment two of staking out and pontoon bridge adjustment structure;
Figure 15 is the structural representation of landing stage shown in Figure 14 when ebb tide;
Figure 16 is the partial top view of landing stage shown in Figure 14;
Figure 17 is the partial schematic diagram of the active segment of interface channel in Figure 14 and the connection location place structure of canned paragraph;
Figure 18 is the partial top view of the active segment of interface channel in Figure 14 and the connection location place structure of canned paragraph;
Figure 19 is the active segment of interface channel in Figure 14 and the partial schematic diagram of pulley chute location place structure;
Figure 20 is the active segment of interface channel in Figure 14 and the partial top view of pulley chute location place structure.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, the present invention is described in further detail.
Staking out is combined with pontoon bridge adjustment structure as next embodiment is described.
As shown in Figure 1 to Figure 3, staking out in the present embodiment and the adjustment structure of pontoon bridge comprise staking out 1 and pontoon bridge 2, and wherein, staking out 1 is located at seabed and is exposed to sea, be fixed with buoyancy tank 15 bottom pontoon bridge 2, the buoyancy floating on seawater 16 generation at buoyancy tank 15 makes pontoon bridge 2 float on sea.Centring ring 3 is auricle shape and is located at the periphery of staking out 1, and shown in composition graphs 6 and Fig. 7, the two ends of centring ring 3 are fixed on pontoon bridge 2 by holding screw 17, and certainly, centring ring 3 also can directly be welded on pontoon bridge 2.Three buffering wheel supports 7 are installed in centring ring 3, pontoon bridge 2 is provided with a buffering wheel support 7, and above-mentioned four buffering wheel supports 7 are uniformly distributed along the periphery of staking out 1, buffering wheel support 7 is provided with buffering wheel shaft 8, buffering wheel 4 is arranged on buffering wheel shaft 8.
As shown in Figure 4 and Figure 5, the cross section of staking out 1 is annular, the outer wall of staking out 1 has the detent 5 axially arranged, and is formed with embedded groove 51 respectively in detent 5 both sides.Shown in composition graphs 8 and Fig. 9, structure and the detent 5 of buffer substrate tablet 6 match, and form the embedded chip 61 that can be embedded in corresponding embedded groove 51 respectively in the both sides of buffer substrate tablet 6.As shown in Figure 3, buffer substrate tablet 6 is wedged in detent 5, and meanwhile, embedded chip 61 is closely embedded in embedded groove 51.Further, in the present embodiment, after buffer substrate tablet 6 assembles, the lateral surface of buffer substrate tablet 6 is convexly equipped in the lateral surface of staking out 1, and like this, even if buffer substrate tablet 6 is by after wearing and tearing to a certain extent, buffering wheel 4 can also keep contacting with buffer substrate tablet 6 surface in sliding process.When tide bulge and fall, under the promotion of tidewater, pontoon bridge 2 and the centring ring 3 be fixed on pontoon bridge 2 move up and down thereupon, and then drive buffering wheel 4 to slide on buffer substrate tablet 6, thus avoid pontoon bridge 2 and the hard impact that produces between centring ring 3 and staking out 1 and hard friction.In addition, in order to reduce the degree of wear of buffering wheel 4 and buffer substrate tablet 6, to extend the application life of staking out and pontoon bridge adjustment structure, in the present embodiment, buffer substrate tablet 6 adopts flap block rubber, and buffering wheel 4 is cylindrical resin wheel.
Application has above-mentioned staking out to be described in conjunction with following two embodiments with the landing stage of pontoon bridge adjustment structure;
Embodiment one: as shown in FIG. 10 to 14, landing stage in the present embodiment includes the assemblies such as staking out 1, auxiliary staking out 10, pontoon bridge 2 and interface channel 9, wherein, staking out 1 and auxiliary staking out 10 are all located at seabed and are exposed to sea, pontoon bridge 2 for serial or parallel connection after being hinged by multiple unit framework and integrally skeleton, each unit framework adopts angle steel or i iron as weld assembly, and, be provided with the adjustment structure that above-described embodiment provides between pontoon bridge 2 and staking out 1.Above pontoon bridge 2, install bridge deck form pontoon bridge bridge floor, install buoyancy tank 15 below pontoon bridge 2, yacht 18 rests in berthing on sea near pontoon bridge 2.Seawater and sea wind erosion is subject in order to prevent harbour, the surface of unit framework is brushed with the coating that sea water resistance and sea wind corrode, the skid-proof rubber plank that the bridge deck employing sea water resistance of pontoon bridge 2 and sea wind corrode, the casing that buoyancy tank 15 adopts the poly-resin low density material corroded by sea water resistance and sea wind to make.
Auxiliary staking out 10 is located near seashore 11 place, interface channel 9 comprises canned paragraph 91 and active segment 92, wherein, canned paragraph 91 is erected between seashore 11 and auxiliary staking out 10, upper end and the canned paragraph 91 of active segment 92 are hinged, the lower end of active segment 92 is provided with pulley bracket 95, the bridge floor of pontoon bridge is provided with pulley groove 96, pulley bracket 95 is provided with the movable pulley 97 that can slidably reciprocate in pulley groove 96.When tide bulge and fall, seawater 16 promotes pontoon bridge 2 and moves up and down, the active segment 92 of interface channel 9 rotates around the pin joint with canned paragraph 91, active segment 92 is while rotation, pulley 97 level in pulley groove 96 being arranged on active segment 92 lower end slidably reciprocates, thus channel-active section 92 is changed with the level angle in pontoon bridge Bridge 2 face, ensure that interface channel 9 can normally work.In addition, in order to make pedestrian's harbour that fluctuates safer, safety guide rail 14 is separately installed with in the both sides of interface channel 9.
Embodiment two: as shown in Figure 15 to Figure 20, the difference of the landing stage of the landing stage in the present embodiment and embodiment one is interface channel.In the present embodiment, interface channel 9 comprises canned paragraph 91 and active segment 92, and wherein, canned paragraph 91 is erected between seashore 11 and auxiliary staking out 10, and upper end and the canned paragraph 91 of active segment 92 are hinged, the lower slide of active segment 92 is connected on pontoon bridge 2.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, is parallel to each other and is obliquely located at interface channel 9 both sides, and the top of upper roof beam structure 92a is hinged by hinge axis 93 and the canned paragraph 91 being erected at auxiliary staking out 10 end, and the bottom of lower beam frame 92b is provided with the first pulley 92d; Lower beam frame 92b is two, be parallel to each other and be obliquely located at interface channel 9 both sides, and with the upper and lower one_to_one corresponding of upper roof beam structure 92a, second pulley 92e is installed on the top of lower beam frame 92b, the canned paragraph 91 being set up in auxiliary staking out 10 end is provided with the guide chute 13 of horizontal distribution, 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 same level height, certainly, the top of lower beam frame 92b also can be hinged by hinge axis and the canned paragraph 91 being erected at auxiliary staking out 10 end.Floating Bridge 2 face is provided with the pulley chute 12 of horizontal distribution, and the first pulley 92d being arranged on roof beam structure 92a bottom and lower beam frame 92b bottom is positioned in this pulley chute 12, and can do horizontal slip along with moving up and down of pontoon bridge 2 along pulley chute 12.Upper roof beam structure 92a and lower beam frame 92b from top to bottom successively horizontal interval step-type pedal 92c is set, the two ends of step-type pedal 92c are articulated with roof beam structure 92a and lower beam frame 92b respectively.
Personnel in order to the harbour that makes to fluctuate walk and feel more steady and sure, safety on step-type pedals, are fixed with base plate (not shown) in the bottom of lower beam frame 92b.The upper roof beam structure 92a being positioned at interface channel 9 both sides is provided with safety guide rail 14, and people can hold up on safety guide rail 14 when fluctuating harbour, walk safer.In addition, in order to extend the application life of interface channel 9, at the coating that 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 has sea water resistance and sea wind to corrode.In order to reduce the friction level of pulley, the first pulley 92d and the second pulley 92e adopts the hard resin that sea water resistance and sea wind corrode to take turns.
The operating principle of the interface channel in the present embodiment: during tidal bulge, pontoon bridge 2 moves up, first pulley 92d is to the direction horizontal slip 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 pontoon bridge Bridge 2 face and horizontal plane diminishes.From Figure 17 and Figure 19, the sidepiece of upper roof beam structure 92a, lower beam frame 92b and adjacent two pieces of step-type pedal 92c encloses formation parallelogram sturcutre, and, both sides due to step-type pedal 92c are articulated with upper roof beam structure 92a and lower beam frame 92b respectively, thus, along with the rotation of upper roof beam structure 92a and lower beam frame 92b, step-type pedal 92c can remain and almost be in parallel state with horizontal plane, thus 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 near the direction horizontal slip of canned paragraph 91, and step-type pedal 92c also can remain and is almost in parallel state with horizontal plane, identical when concrete structure principle and tidal bulge, be not described in detail at this.
Claims (7)
1. a landing stage, comprise staking out (1) and pontoon bridge (2), described staking out (1) is located at seabed and is exposed to sea, described pontoon bridge (2) floats on sea, pontoon bridge (2) is provided with float and centring ring (3), centring ring (3) is located at staking out (1) periphery and on centring ring (3), is provided with the buffering wheel (4) that can slide up and down along staking out (1), axial detent (5) is had in the outside of described staking out (1), in described detent (5), wedging has buffer substrate tablet (6), and described buffering wheel (4) slides up and down on described buffer substrate tablet (6), a connection channel (9) is set up between seashore (11) and pontoon bridge (2), be provided with one near seashore (11) place be located at seabed and expose the auxiliary staking out (10) on sea, described interface channel (9) comprises and is erected at canned paragraph (91) between seashore (11) and auxiliary staking out (10) and first end and canned paragraph (91) and is hinged, second end is slidably connected at the active segment (92) on described pontoon bridge (2), it is characterized in that described active segment (92) comprising:
Upper roof beam structure (92a), it is two, be parallel to each other and be obliquely located at interface channel (9) both sides, and top by hinge axis (93) be erected at the canned paragraph (91) that auxiliary staking out (10) holds and be hinged;
Lower beam frame (92b) is two, is parallel to each other and is obliquely located at interface channel (9) both sides, and with described upper roof beam structure (92a) one_to_one corresponding up and down;
Step-type pedal (92c), along upper roof beam structure (92a) and lower beam frame (92b) from top to bottom successively 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 with roof beam structure (92a) and lower beam frame (92b) respectively;
First pulley (92d), be arranged on the bottom of roof beam structure (92a) and lower beam frame (92b), the bridge floor of described pontoon bridge (2) is provided with horizontal direction pulley chute (12), and described the first pulley (92d) to be positioned in this pulley chute (12) and to do horizontal slip along with moving up and down of pontoon bridge (2) along pulley chute (12);
And second pulley (92e), be arranged on the top of lower beam frame (92b), horizontal direction guide chute (13) is provided with described being set up on canned paragraph (91) that auxiliary staking out (10) holds, described the second pulley (92e) is positioned in this guide chute (13), and the pulley spindle (94) of the second pulley (92e) and described hinge axis (93) are in same level height.
2. landing stage according to claim 1, is characterized in that: the lateral surface of described buffer substrate tablet (6) is convexly equipped in the lateral surface of staking out (1).
3. landing stage according to claim 1, it is characterized in that: the both sides of described detent (5) are formed with embedded groove (51) respectively, accordingly, the both sides of described buffer substrate tablet (6) form the embedded chip (61) that can be embedded in corresponding embedded groove (51) respectively.
4. the landing stage according to claim 1 or 2 or 3, it is characterized in that: in the inner side of described centring ring (3), buffering wheel support (7) is installed, buffering wheel support (7) is provided with buffering wheel shaft (8), and described buffering wheel (4) is arranged in buffering wheel shaft (8).
5. landing stage according to claim 4, it is characterized in that: the cross section of described staking out (1) is annular, described centring ring (3) is in auricle shape and two ends are fixed on pontoon bridge (2), three buffering wheel supports (7) are installed in centring ring (3), pontoon bridge (2) is provided with a buffering wheel support (7), and above-mentioned four buffering wheel supports (7) are uniformly distributed along the periphery of described staking out (1).
6. the landing stage according to claim 1 or 2 or 3, is characterized in that: described buffer substrate tablet (6) adopts flap block rubber, and described buffering wheel (4) is cylindrical resin wheel.
7. landing stage according to claim 1, is characterized in that: described canned paragraph (91) is all provided with safety guide rail (14) with the both sides of active segment (92).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310108402.9A CN103215915B (en) | 2013-03-29 | 2013-03-29 | Floating dock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310108402.9A CN103215915B (en) | 2013-03-29 | 2013-03-29 | Floating dock |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103215915A CN103215915A (en) | 2013-07-24 |
| CN103215915B true CN103215915B (en) | 2015-03-18 |
Family
ID=48814040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310108402.9A Expired - Fee Related CN103215915B (en) | 2013-03-29 | 2013-03-29 | Floating dock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103215915B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106724344A (en) * | 2017-02-24 | 2017-05-31 | 邢川明 | The bed and its head of a bed back board device for sleeping angle can be adjusted |
| CN107149331A (en) * | 2017-07-03 | 2017-09-12 | 邢川明 | Using can more easily adjust Wo Jiao bed and its head of a bed back board device |
| CN108179728A (en) * | 2018-02-26 | 2018-06-19 | 黄诚 | Floating-island type cruise travelling dock |
| CN109518590B (en) * | 2018-11-14 | 2024-01-30 | 中铁五局集团第二工程有限责任公司 | Suspension cable type river-crossing floating bridge |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08134838A (en) * | 1994-11-02 | 1996-05-28 | Molten Corp | Attachment removing device for mooring pile for floating pier |
| JP4395309B2 (en) * | 2003-02-14 | 2010-01-06 | 株式会社モルテン | Floating bridge bridge |
| CN200978381Y (en) * | 2006-08-29 | 2007-11-21 | 刘洪辉 | Fixing device for floating shipside |
| CN201037246Y (en) * | 2006-08-29 | 2008-03-19 | 刘洪辉 | Fixing device for floating shipside |
| CN102966076B (en) * | 2012-11-09 | 2015-04-15 | 广东省水利水电科学研究院 | Liftable rigid float interception system capable of being used for water inlet of large-sized power station |
| CN203270512U (en) * | 2013-03-29 | 2013-11-06 | 浙江海洋学院 | Vertical pile and floating bridge adjustment structure and floating pier employing same |
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2013
- 2013-03-29 CN CN201310108402.9A patent/CN103215915B/en not_active Expired - Fee Related
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| CN103215915A (en) | 2013-07-24 |
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Granted publication date: 20150318 Termination date: 20160329 |