CN106192721A - A kind of modular floating wooden footway - Google Patents
A kind of modular floating wooden footway Download PDFInfo
- Publication number
- CN106192721A CN106192721A CN201610772257.8A CN201610772257A CN106192721A CN 106192721 A CN106192721 A CN 106192721A CN 201610772257 A CN201610772257 A CN 201610772257A CN 106192721 A CN106192721 A CN 106192721A
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- China
- Prior art keywords
- plank road
- wooden footway
- land
- floating
- locating dowel
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/14—Floating bridges, e.g. pontoon bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/24—Bridges or similar structures, based on land or on a fixed structure and designed to give access to ships or other floating structures
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to a kind of modular floating wooden footway, described floating wooden footway includes land wooden footway, at least two is connected with each other the plank road module being arranged on above the water surface and connects the land and water link block of described plank road module and land wooden footway, described plank road module includes the pavement mechanism for walking, for supporting the anchoring mechanism of location, support the float mechanism of described pavement mechanism and for connecting the bindiny mechanism of adjacent plank road module, described land and water link block includes the pedal being arranged between described plank road module and land wooden footway, connect the hinge of described land wooden footway and pedal, it is arranged on the pulley of described pedal bottom side, the track being arranged in described plank road module and match with described pulley.The modular floating wooden footway of the present invention is formed by modularization assembling, can assembled as required arrange, and sectional maintenance of clean-up, install, easy to maintenance fast, and final keep wooden footway properly functioning when fluctuation of water table is bigger.
Description
Technical field
The present invention relates to view wooden footway construction field, particularly relate to a kind of modular floating wooden footway paddled.
Background technology
Wooden footway keeps natural landscape because of it, increases the reasons such as tourism temperament and interest, and the utilization in modern ecological view more comes
The most extensive, in natural tourist district, the municipal field such as garden landscape and Real Estate Landscape is obtained for application.
Especially in region of paddling, the tortuous wooden footway being erected in water system in the case of not affecting natural environment,
Walking, rest, view and the multi-functional place exchanged is provided for people.The trestle work viewed and admired in conjunction with stopping, has not only expanded trip
Look at scope, alleviate the visual fatigue of people, more bring visitor's closely view and experience, make us producing strong truly place oneself in the midst of big
Naturally the impression gone back to nature is neutralized.Therefore, the Waterfront areas multi rack such as wetland park, seaside park, nature reserve area, river mouth
If playing the various wooden footways that border on the river.
The version of plank road has overhanging type, column, bolts of inclined column type, groove type, multilamellar flat-topped ridge overlap cluster formula etc., borders on the river
The plank road built is typically in the majority with column.This type of wooden footway basis is firm, balance is good and to surrounding environment influence effect
Little, it is widely used.But, in the waters of fluctuation in stage big rise and fall, such wooden footway does not the most often conform to because of design
Reason causes plank road to be submerged in water, or the distance water surface the farthest affects visitor's experience effect etc., makes the use of such plank road be subject to
Limit.
Summary of the invention
It is an object of the invention to paddle wooden footway because of its situation about using of height fixed effect, proposition for existing column
The floating wooden footway that a kind of modular connects so that wooden footway can rise and fall and automatic lifting with fluctuation in stage, and can resist wind
Wave, keeps plank road balance firm, solves the problem that general column plank road is not suitable with fluctuation in stage big rise and fall.
For achieving the above object, the invention provides a kind of modular floating wooden footway, described floating wooden footway includes land
Ground wooden footway, at least two are connected with each other the plank road module being arranged on above the water surface and connect described plank road module and land wood
The land and water link block of plank road, described plank road module include for walking pavement mechanism, for support location anchoring mechanism,
Support the float mechanism of described pavement mechanism and for connecting the bindiny mechanism of adjacent plank road module, described land and water link block
The hinge that including the pedal being arranged between described plank road module and land wooden footway, is connected described land wooden footway and pedal,
The pulley being arranged on described pedal bottom side, the track being arranged in described plank road module and matching with described pulley.
Preferably, described pavement mechanism includes plank road panel, the fence being arranged on described plank road panel both sides and setting
At the overcoat of described plank road panel bottom side, described anchoring mechanism includes that at least two are fixed under water through described pavement mechanism
The locating dowel of substrate, described float mechanism includes the annular buoyancy tank being arranged on described pavement mechanism bottom side, and described bindiny mechanism wraps
Include the thimble structure being arranged on described pavement mechanism bottom side.
Preferably, surface through described pavement mechanism in described locating dowel one end, the described locating dowel other end buried in
Under water in substrate；And when high water level and described floating wooden footway zero load, described locating dowel top is higher than described plank road panel
1.2～1.5m.
Preferably, a diameter of the 20 of described locating dowel～30cm, material is cement or armored concrete.
Preferably, described locating dowel surface configuration gauge；And in described locating dowel away from described substrate under water 50～
Being provided with block at 60cm, described block supports adjacent two described plank road module simultaneously.
Preferably, described locating dowel is provided with gap structure, described gap structure surrounding through the position of described pavement mechanism
It is provided with buffer structure with the contact surface of described locating dowel.
Preferably, described overcoat is the composite layer being coated with described plank road panel bottom side, fixing, described composite wood
The bed of material is glass fibre composite reinforced plastics or engineering plastics.
Preferably, described annular buoyancy tank internal ring be corner be the rectangular configuration of circular arc, described annular buoyancy tank outer shroud
Surrounding is the concaveconvex structure of Heterogeneous Permutation.
Preferably, described thimble structure is rectangle, the circular or oval collar, the described collar a diameter of 0.8～
1.5cm；And described thimble structure is less than 2cm in the displacement of locking rear enclosure interannular.
Preferably, a length of the 200 of described pedal～220cm, angle of inclination is less than 30 °；And the maximum of described hinge
Folding angle is 110 °.
Based on technique scheme, the invention have the advantage that
The modular floating wooden footway of the present invention is formed by modularization assembling, assembled as required can arrange, and can divide
Section maintenance of clean-up, install, easy to maintenance fast.It uses ring-type float mechanism so that it is define near vacuum environment with the water surface,
Serve sucker effect, add the described floating wooden footway stability at the water surface, and make to which overcome general wooden footway height
Limitation, finally when fluctuation of water table is bigger keep wooden footway properly functioning.
Accompanying drawing explanation
Accompanying drawing described herein is used for providing a further understanding of the present invention, constitutes the part of the application, this
Bright schematic description and description is used for explaining the present invention, is not intended that inappropriate limitation of the present invention.In the accompanying drawings:
Fig. 1 is land and water link block structural representation；
Fig. 2 is modular floating wooden footway schematic side view；
Fig. 3 is modular floating wooden footway schematic top plan view；
Fig. 4 is plank road module schematic side view；
Fig. 5 is float mechanism elevational schematic view；
Fig. 6 is annular floating box structure schematic diagram；
Wherein, 1～land wooden footway；2～plank road module；3～track；4～pulley；5～pedal；6～hinge；7～set
Ring structure；8～locating dowel；9～fence；10～plank road panel；11～annular buoyancy tank；12～land and water link block；13～under water
Substrate；14～the water surface.
Detailed description of the invention
Below by drawings and Examples, technical scheme is described in further detail.
The invention provides a kind of modular floating wooden footway.As shown in Fig. 1～5, illustrated therein is the one of the present invention
Preferred implementation.As shown in Fig. 1～5, described floating wooden footway includes that land wooden footway 1, at least two are connected with each other setting
Plank road module 2 above the water surface 14 and connect the land and water link block 12 of described plank road module 2 and land wooden footway 1, institute
State plank road module 2 and include the pavement mechanism for walking, for supporting the anchoring mechanism of location, supporting the drift of described pavement mechanism
Float means and for connecting the bindiny mechanism of adjacent plank road module 2, described land and water link block 12 includes being arranged on described stack
Pedal 5 between road module 2 with land wooden footway 1, be connected described land wooden footway 1 and the hinge 6 of pedal 5, be arranged on described
The pulley 4 of pedal 5 bottom side, the track 3 being arranged in described plank road module 2 and matching with described pulley 4.
Specifically, described floating wooden footway is assembled as required by multiple plank road modules 2, and each plank road module 2 is equal
It is made up of anchoring mechanism, pavement mechanism, float mechanism and bindiny mechanism.Wherein, the length of each plank road module 2 is traditionally arranged to be
3～6 meters, width is arranged according to actual needs, is usually no more than 5 meters.
As shown in Figure 4, described pavement mechanism includes plank road panel 10, is arranged on the fence 9 of described plank road panel 10 both sides
And it being arranged on the overcoat of described plank road panel 10 bottom side, described anchoring mechanism includes at least two through described pavement mechanism
Being fixed on the locating dowel 8 of substrate under water 13, described float mechanism includes the annular buoyancy tank 11 being arranged on described pavement mechanism bottom side,
Described bindiny mechanism includes the thimble structure 7 being arranged on described pavement mechanism bottom side.
Wherein, described anchoring mechanism is the positioning supporting point of whole floating wooden footway structure, the anchorage machine of each plank road module 2
Structure is generally made up of at least two locating dowels 8.In the present embodiment, anchoring mechanism is made up of two locating dowels 8, two locating dowels
The 8 cornerwise two ends laying respectively at plank road module 2.Locating dowel 8 is in cylinder, and one end is exposed through described pavement mechanism
The water surface 14, described locating dowel 8 other end is buried in substrate under water 13.The length of locating dowel 8 is by underwater portion length and waterborne
Partial-length forms, and above water i.e. locating dowel 8 is higher than the part of the water surface 14 and empty at high water level and described floating wooden footway
During load, described locating dowel 8 top is higher than described plank road panel 1.2～1.5m.Above water height is that locating dowel 8 top is higher than institute
State the height of plank road panel and two parts sum of plank road height itself.
Underwater portion is made up of with lower part the part between the water surface 14 and substrate under water 13 and substrate under water 13.The former
With this waters high water level as standard, the latter is typically as the criterion with the degree of depth of substrate under water less than 13 to supporting course, and sum of the two is the most fixed
Position post 8 underwater portion height.Preferably, a diameter of the 20～30cm of described locating dowel 8, material is cement or armored concrete.
The cross-sectional diameter of described locating dowel 8 is configured, typically with 20～30cm according to SEA LEVEL VARIATION situation, underlying structure situation etc.
Being advisable, water surface stormy waves is acutely, SEA LEVEL VARIATION situation is relatively big or base infrastructure loosely or exists other influences wooden footway stably
Situation time, can suitably strengthen the diameter of locating dowel 8.It is cement or armored concrete that the material of locating dowel 8 is set to material, makes
It is capable of withstanding water logging, corrosion-resistant, and there is sufficiently high intensity.
Preferably, described locating dowel 8 surface configuration gauge, to undertake water stage measurement function.It is highly preferred that it is described fixed
Being provided with block at described substrate under water 50～60cm on the post 8 of position, described block supports adjacent two described plank road mould simultaneously
Block 2.Described block is the protective equipment as safe altitude.Specifically, when building waters water level big rise and fall and conventional low water
When position is less than 80cm, for protect bottom floating wooden footway unlikely bottom out to cause wooden footway to damage and reduce because water level is too low use
The time limit, at locating dowel 8 design height under water substrate more than 13 50～60cm, arranges block.Described block can support simultaneously
Play adjacent two wooden footway modules 2, hold the bottom of plank road module 2, brace plank road and the weight of pedestrian.
Wherein, pavement mechanism is made up of affiliated facilities such as plank road panel 10, overcoat and fences 9.Described pavement mechanism
Arranging of the affiliated facilities such as plank road panel 10, fence 9 is all identical with normal wood plank road, it should be noted that select through antiseptic
Timber.Preferably, described locating dowel 8 is provided with gap structure through the position of described pavement mechanism, described gap structure surrounding with
The contact surface of described locating dowel 8 is provided with buffer structure.Specifically, in the present embodiment, the diagonal positions of described pavement mechanism
The gap structure that the position that i.e. locating dowel 8 passes is reserved circular, and set with locating dowel 8 contact position in the surrounding of this gap structure
Put buffer structure, such as soft, wear-resistant material such as rubber rings, rise and fall and cause plank road to rock and cause and its locating dowel 8 buffering the water surface
Between produce shock.Further, should leave between described locating dowel 8 and buffer structure certain gap for described floating wooden footway with
Fluctuation in stage and lift smoothly.
Further, described pavement mechanism bottom is because of for a long time close to the water surface, for preventing it from causing rotting, giving birth to because of humidity immersion etc.
Become rusty and shorten service life, increase overcoat at normal wood plank road bottom.For keeping Lightness, the fastness etc. of plank road module 2,
Overcoat typically selects that material is light, intensity is high, composite free of contamination to water body, such as glass fibre composite reinforced plastics, work
The macromolecular materials such as engineering plastics, plank road panel 10 bottom side wooden structures is wrapped up, covers by described overcoat, and fixation.Enter
One step, in pavement mechanism, all attachment means such as screw, rivet etc. are the most in advance through antirust treatment.
Wherein, float mechanism is positioned at the lower section of pavement mechanism in plank road module 2, is the buoyant device of described plank road module 2,
With support, described pavement mechanism swims on the water surface.As it is shown in figure 5, float mechanism is arranged at below plank road module 2 by margin location
Putting and round, structure is airtight ring-type, constitutes annular buoyancy tank 11.This annular buoyancy tank 11 defines near vacuum with the water surface 14
Space, define a sucked type structure at the water surface, greatly strengthen the stability of wooden footway.
Preferably, as shown in Figure 5, Figure 6, described annular buoyancy tank 11 internal ring be corner be the rectangular configuration of circular arc, institute
State the concaveconvex structure that outer shroud surrounding is Heterogeneous Permutation of annular buoyancy tank 11.Outer shroud surrounding is set to the concaveconvex structure energy of Heterogeneous Permutation
Enough play the effect of the wave that disappears, it is possible in the environment that stormy waves is bigger, be obviously enhanced the stability that plank road is overall.Described annular buoyancy tank
11 include integrated engineering plastics shell and are filled in the lightweight foam material of described enclosure.Specifically, described
Annular buoyancy tank 11 uses integral forming process to make, and material can be selected for the light durable materials such as engineering plastics and makes, such as polyethylene
(PE) etc., box house light filling expanded material such as foam plastics etc. so that described annular buoyancy tank 11 should have high temperature resistant, resistance to
Soda acid, impact resistance, anti-Hou Xingqiang, to the feature such as water environment is pollution-free.It should be noted that the float mechanism of the present invention also should have
Standby relatively high-bearing capacity, bearing capacity should reach the load request of floating wooden footway, keeps floating wooden footway whole machine balancing, stablizes, institute
With annular buoyancy tank 11 size arrange up to standard as standard with bearing capacity.
Wherein, bindiny mechanism is arranged at the junction of adjacent two plank road modules 2.Described plank road module 2 is by connecting machine
Being configured to plank road overall, bindiny mechanism should keep lateral connection between plank road module 2 tight, and allows between plank road module 2 longitudinal
The displacement of little yardstick can be there is up and down, have certain flexible buffer space with the walking of visitor, when increasing walking adapting to plank road
Comfort.
Specifically, bindiny mechanism is thimble structure, and material is set to rustless steel or zinc-plated ironware, to prevent burn into from getting rusty
Use Deng affecting plank road.Described thimble structure is positioned at the lower section of pavement mechanism, arranges some sets in each plank road module 2 junction
Ring, the specification of the described collar is set to rectangle, the circular or oval collar, the cross-sectional diameter of the collar own be set to 0.8～
1.5cm, locking rear enclosure interannular displacement up and down is less than 2cm.
As it is shown in figure 1, the modular floating wooden footway of the present invention is in junction, land and water, lead owing to height of water level changes greatly
Cause the uncertain of plank road module 2 position height, the land and water link block 12 freely adjustable with SEA LEVEL VARIATION also should be set, for trip
People comes in and goes out plank road module 2.Specifically, different according to SEA LEVEL VARIATION height, described land and water link block 12 may be configured as ramp type
Attachment structure.The land and water link block 12 of the present invention is set to single ramp type attachment structure, it is adaptable to SEA LEVEL VARIATION less than or etc.
Environment in 100cm.
Preferably, described land and water link block 12 includes being a tilted-putted pedal 5, and material can use wooden footway of the same race
Wooden, it is possible to use other high intensity, corrosion-resistant, the materials of resistance to deformation such as rustless steel.Higher one end, described pedal 5 position is solid
Due to land wooden footway 1, the relatively low other end in position is positioned on plank road panel 10.About the end of described pedal 5 two
Limit respectively arranges a pulley 4.Position relative with these land and water link block about 12 two ends on plank road panel 10, respectively arranges one
The track 3 that bar is supporting, the pulley 4 of described land and water link block 12 end will be relative along described track 3 according to position height change
Slide, described track 3 should ensure that its stabilized structure, it is ensured that pulley 4 without departing from the errant 3 that comes off.Top at described pedal 5
The i.e. marginal position of land wooden footway 1 arranges bearing iron hinge 6, it is ensured that pedal 5 can rotate with hinge 6, the most maximum folding angle
It is set to 110 °.
For ensureing visitor's safety, described pedal 5 angle of inclination should be less than 30 °, a length of 200～220cm, corresponding track
When the position of 3 and length should tilt 0～30 ° with pedal 5, the position of pulley 4 adapts.Described pedal 5 is placed in pavement mechanism
Centre, is positioned at fence 9, the inner side of locating dowel 8, and therefore, its width is the narrowest compared with plank road panel 10.Certainly those skilled in the art are not difficult
Understanding, described land and water link block 12 should possess certain thickness and keep indeformable with carrying constant weight, and general bearing capacity should
More than 1000Kg, and arrange such as the non-skid feature such as decorative pattern, tread plate on pedal 5.
The modular floating wooden footway of the present invention can refer to following steps and installs:
1, all locating dowels and accessory structure thereof are set according to the position of floating wooden footway, and locating dowel should be sent to water
The supporting course of lower substrate, it is ensured that stablizing of locating dowel, and preventer is set according to safe altitude；
2, the ring-type buoyancy tank made is fixed on the bottom of plank road module, and plank road module is carried out on the basis of locating dowel
Install；
3, it is connected between plank road module with bindiny mechanism, and land and water link block is set according to SEA LEVEL VARIATION.
4, affiliated facility such as fence, the seat etc. of plank road module are set.
5, when SEA LEVEL VARIATION, plank road module will rise or fall therewith, and land and water link block also will adjust suitable angle
Degree comes in and goes out for visitor.
The modular floating wooden footway of the present invention is formed by modularization assembling, assembled as required can arrange, and can divide
Section maintenance of clean-up, install, easy to maintenance fast.It uses ring-type float mechanism so that it is define near vacuum environment with the water surface,
Serve sucker effect, add the described floating wooden footway stability at the water surface, and make to which overcome general wooden footway height
Limitation, finally when fluctuation of water table is bigger keep wooden footway properly functioning.
Finally should be noted that: above example is only in order to illustrate that technical scheme is not intended to limit；To the greatest extent
The present invention has been described in detail by pipe with reference to preferred embodiment, and those of ordinary skill in the field are it is understood that still
The detailed description of the invention of the present invention can be modified or portion of techniques feature is carried out equivalent；Without deviating from this
The spirit of bright technical scheme, it all should be contained in the middle of the technical scheme scope that the present invention is claimed.
Claims (10)
1. a modular floating wooden footway, it is characterised in that: described floating wooden footway include land wooden footway (1), at least two
Individual being connected with each other is arranged on the plank road module (2) of the water surface (14) top and connects described plank road module (2) and land wooden footway
(1) land and water link block (12), described plank road module (2) includes the pavement mechanism for walking, for supporting the anchor of location
Gu mechanism, support the float mechanism of described pavement mechanism and for connecting the bindiny mechanism of adjacent plank road module (2), described water
Land link block (12) include the pedal (5) being arranged between described plank road module (2) and land wooden footway (1), be connected described
The hinge (6) of land wooden footway (1) and pedal (5), it is arranged on the pulley (4) of described pedal (5) bottom side, is arranged on described plank road
The track (3) that module (2) above and matches with described pulley (4).
Floating wooden footway the most according to claim 1, it is characterised in that: described pavement mechanism include plank road panel (10),
It is arranged on the fence (9) of described plank road panel (10) both sides and is arranged on the overcoat of described plank road panel (10) bottom side, institute
State anchoring mechanism and include at least two locating dowels (8) being fixed on substrate under water (13) through described pavement mechanism, described floating
Mechanism includes the annular buoyancy tank (11) being arranged on described pavement mechanism bottom side, and described bindiny mechanism includes being arranged on described running massager
The thimble structure (7) of structure bottom side.
Floating wooden footway the most according to claim 2, it is characterised in that: described locating dowel (8) one end passes described pavement
Mechanism surfaces (14), and described locating dowel (8) other end is buried in substrate under water (13)；And in high water level and described drift
During floating log plank road zero load, described locating dowel (8) top is higher than described plank road panel (10) 1.2～1.5m.
Floating wooden footway the most according to claim 2, it is characterised in that: a diameter of the 20～30cm of described locating dowel (8),
Material is cement or armored concrete.
Floating wooden footway the most according to claim 3, it is characterised in that: described locating dowel (8) surface configuration gauge；
And being provided with block at described substrate under water (13) 50～60cm in described locating dowel (8), described block supports adjacent simultaneously
Two described plank road modules (2).
Floating wooden footway the most according to claim 2, it is characterised in that: described locating dowel (8) passes described pavement mechanism
Position be provided with gap structure, described gap structure surrounding is provided with buffer structure with the contact surface of described locating dowel (8).
Floating wooden footway the most according to claim 2, it is characterised in that: described overcoat is by described plank road panel (10)
Bottom side cladding, fixing composite layer, described composite layer is glass fibre composite reinforced plastics or engineering plastics.
Floating wooden footway the most according to claim 2, it is characterised in that: the internal ring of described annular buoyancy tank (11) is that corner is
The rectangular configuration of circular arc, the concaveconvex structure that outer shroud surrounding is Heterogeneous Permutation of described annular buoyancy tank (11).
Floating wooden footway the most according to claim 2, it is characterised in that: described thimble structure (7) is rectangle, circular or ellipse
Circular ring, a diameter of the 0.8 of the described collar～1.5cm；And described thimble structure (7) is little in the displacement of locking rear enclosure interannular
In 2cm.
Floating wooden footway the most according to claim 1, it is characterised in that: described pedal (5) a length of 200～
220cm, angle of inclination is less than 30 °；And the maximum folding angle of described hinge (6) is 110 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610772257.8A CN106192721A (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610772257.8A CN106192721A (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
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| CN106192721A true CN106192721A (en) | 2016-12-07 |
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| CN201610772257.8A Pending CN106192721A (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670446A (en) * | 2019-10-28 | 2020-01-10 | 苏州园林发展股份有限公司 | Body-building footpath structure capable of automatically lifting |
| CN111910488A (en) * | 2020-08-13 | 2020-11-10 | 上海应用技术大学 | Automatic adapt to ecological plank road of water level height |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201120949Y (en) * | 2007-10-23 | 2008-09-24 | 高树亮 | Water core boat |
| KR200444674Y1 (en) * | 2008-04-24 | 2009-05-27 | 이정상 | A floating bridge |
| KR20100008778A (en) * | 2009-09-02 | 2010-01-26 | (주)엠디 | Combining apparatus of footbridge |
| KR20110067217A (en) * | 2009-12-14 | 2011-06-22 | (주)에이스마린 | Mooring facility |
| CN203345168U (en) * | 2013-05-23 | 2013-12-18 | 冯志雄 | Pontoon |
| CN203975132U (en) * | 2014-05-28 | 2014-12-03 | 西峡县双龙腾飞水上娱乐制品有限公司 | A kind of tent-type leisure fishing ship |
| WO2015056838A1 (en) * | 2013-10-15 | 2015-04-23 | 주식회사 혁신 | Floating-type marine structure using pontoon |
| CN204898505U (en) * | 2015-03-20 | 2015-12-23 | 中交第二航务工程勘察设计院有限公司 | Floating -type wharf steel drawn bridge connecting device of self -adaptation water -level fluctuation |
| CN206070347U (en) * | 2016-08-30 | 2017-04-05 | 北京东方园林生态股份有限公司 | A kind of modular floating wooden footway |
-
2016
- 2016-08-30 CN CN201610772257.8A patent/CN106192721A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201120949Y (en) * | 2007-10-23 | 2008-09-24 | 高树亮 | Water core boat |
| KR200444674Y1 (en) * | 2008-04-24 | 2009-05-27 | 이정상 | A floating bridge |
| KR20100008778A (en) * | 2009-09-02 | 2010-01-26 | (주)엠디 | Combining apparatus of footbridge |
| KR20110067217A (en) * | 2009-12-14 | 2011-06-22 | (주)에이스마린 | Mooring facility |
| CN203345168U (en) * | 2013-05-23 | 2013-12-18 | 冯志雄 | Pontoon |
| WO2015056838A1 (en) * | 2013-10-15 | 2015-04-23 | 주식회사 혁신 | Floating-type marine structure using pontoon |
| CN203975132U (en) * | 2014-05-28 | 2014-12-03 | 西峡县双龙腾飞水上娱乐制品有限公司 | A kind of tent-type leisure fishing ship |
| CN204898505U (en) * | 2015-03-20 | 2015-12-23 | 中交第二航务工程勘察设计院有限公司 | Floating -type wharf steel drawn bridge connecting device of self -adaptation water -level fluctuation |
| CN206070347U (en) * | 2016-08-30 | 2017-04-05 | 北京东方园林生态股份有限公司 | A kind of modular floating wooden footway |
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| CN110670446A (en) * | 2019-10-28 | 2020-01-10 | 苏州园林发展股份有限公司 | Body-building footpath structure capable of automatically lifting |
| CN111910488A (en) * | 2020-08-13 | 2020-11-10 | 上海应用技术大学 | Automatic adapt to ecological plank road of water level height |
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