CN206070347U - A kind of modular floating wooden footway - Google Patents
A kind of modular floating wooden footway Download PDFInfo
- Publication number
- CN206070347U CN206070347U CN201620996919.5U CN201620996919U CN206070347U CN 206070347 U CN206070347 U CN 206070347U CN 201620996919 U CN201620996919 U CN 201620996919U CN 206070347 U CN206070347 U CN 206070347U
- Authority
- CN
- China
- Prior art keywords
- plank road
- wooden footway
- land
- floating
- locating dowel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
This utility model is related to a kind of modular floating wooden footway, the floating wooden footway includes land wooden footway, at least two are connected with each other the plank road module being arranged on above the water surface and the land and water link block for connecting the plank road module and land wooden footway, the plank road module includes the pavement mechanism for walking, for supporting the anchoring mechanism of positioning, support the float mechanism of the pavement mechanism and the bindiny mechanism for connecting adjacent plank road module, the land and water link block includes the pedal being arranged between the plank road module and land wooden footway, connect the hinge of the land wooden footway and pedal, it is arranged on the pulley of the pedal bottom side, it is arranged on the track matched in the plank road module and with the pulley.Modular floating wooden footway of the present utility model is formed by modularization assembling, assembled as needed can be arranged, and sectional maintenance of clean-up, is installed, easy to maintenance quick, and final keeps wooden footway normally to run when fluctuation of water table is larger.
Description
Technical field
This utility model is related to landscape wooden footway construction field, more particularly to a kind of modular floating wood stack paddled
Road.
Background technology
Wooden footway keeps natural landscape because of which, increases the reasons such as tourism temperament and interest, and the utilization in modern ecological landscape is more next
It is more extensive, application is obtained in natural tourist district, in the municipal field such as garden landscape and Real Estate Landscape.
Especially in region of paddling, the wooden footway of the complications being erected in water system in the case where natural environment is not affected,
The multi-functional place for walking, rest, view being provided for people and being exchanged.The trestle work viewed and admired with reference to stopping, has not only expanded trip
Look at scope, mitigate the visual fatigue of people, more bring visitor closely view experience, make us producing it is strong truly place oneself in the midst of it is big
Naturally neutralize the impression for going back to nature.Therefore, the Waterfront areas multi rack such as wetland park, seaside park, river mouth nature reserve area
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 to overlap cluster formula etc., borders on the river
The plank road of construction is typically in the majority with column.Such wooden footway basis is firm, balance is good, and surrounding environment influence is acted on
It is little, it is widely used.But, in the waters of fluctuation in stage big rise and fall, such wooden footway is not but often because design conforms to
Reason causes plank road to be submerged in water, or far affects very much visitor's experience effect etc. apart from the water surface, makes the use of such plank road be subject to
Limit.
Utility model content
The purpose of this utility model is paddled the wooden footway situation which uses because of height fixed effect for existing column,
Propose a kind of floating wooden footway of modular connection so that wooden footway can rise and fall and automatic lifting with fluctuation in stage, and can support
Imperial stormy waves, keeps plank road balance firm, solves the problems, such as that general column plank road is not suitable with fluctuation in stage big rise and fall.
For achieving the above object, this utility model provides a kind of modular floating wooden footway, the floating wooden footway bag
Land wooden footway is included, at least two the plank road module that is arranged on above the water surface is connected with each other and is connected the plank road module and land
The land and water link block of ground wooden footway, the plank road module include the pavement mechanism for walking, the anchoring for supporting positioning
Mechanism, the float mechanism for supporting the pavement mechanism and the bindiny mechanism for connecting adjacent plank road module, the land and water connects
Connection module includes pedal, the connection land wooden footway and the pedal being arranged between the plank road module and land wooden footway
Hinge, the pulley for being arranged on the pedal bottom side, it is arranged on the track matched in the plank road module and with the pulley.
Preferably, the pavement mechanism includes plank road panel, the fence for being arranged on the plank road panel both sides and setting
In the overcoat of the plank road panel bottom side, the anchoring mechanism includes that at least two are fixed under water through the pavement mechanism
The locating dowel of substrate, the float mechanism include the annular buoyancy tank for being arranged on pavement mechanism bottom side, bindiny mechanism's bag
Include the thimble structure for being arranged on pavement mechanism bottom side.
Preferably, described locating dowel one end is surfaced through the pavement mechanism, the locating dowel other end it is buried in
Under water in substrate;And in high water level and when the floating wooden footway is unloaded, the locating dowel top is higher than the plank road panel
1.2~1.5m.
Preferably, a diameter of 20~30cm of the locating dowel, material are cement or armored concrete.
Preferably, the locating dowel surface arranges gauge;And in the locating dowel away from the substrate under water 50~
Block is provided with 60cm, the block supports the adjacent two plank road module simultaneously.
Preferably, the locating dowel is provided with gap structure, the gap structure surrounding through the position of the pavement mechanism
Buffer structure is provided with the contact surface of the locating dowel.
Preferably, the overcoat is by plank road panel bottom side cladding, fixed composite layer, the composite wood
The bed of material is glass fibre composite reinforced plastics or engineering plastics.
Preferably, the internal ring of the annular buoyancy tank is the rectangular configuration that corner is circular arc, the outer shroud of the annular buoyancy tank
Concaveconvex structure of the surrounding for Heterogeneous Permutation.
Preferably, the thimble structure is rectangle, the circular or oval collar, the collar a diameter of 0.8~
1.5cm;And the thimble structure is less than 2cm in the displacement of locking rear enclosure interannular.
Preferably, the length of the pedal is 200~220cm, and angle of inclination is less than 30 °;And the maximum of the hinge
Folding angle is 110 °.
Based on above-mentioned technical proposal, the utility model has the advantages that:
Modular floating wooden footway of the present utility model is formed by modularization assembling, assembled as needed can be arranged, and
Sectional maintenance of clean-up, installs, easy to maintenance quick.Which adopts ring-type float mechanism so as to define near vacuum with the water surface
Environment, serves sucker effect, increased stability of the floating wooden footway in the water surface, and makes to which overcome general wooden footway
The limitation of height, finally keeps wooden footway normally to run when fluctuation of water table is larger.
Description of the drawings
Accompanying drawing described herein is used for providing further understanding to of the present utility model, constitutes the part of the application,
Schematic description and description of the present utility model is used to explain this utility model, does not constitute to of the present utility model improper
Limit.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~water surface.
Specific embodiment
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
This utility model provides a kind of modular floating wooden footway.As shown in Fig. 1~5, this practicality is illustrated therein is new
A kind of preferred implementation of type.As shown in Fig. 1~5, the floating wooden footway includes that land wooden footway 1, at least two is mutual
The land and water connection mode of plank road module 2 of the connect setting above the water surface 14 and the connection plank road module 2 and land wooden footway 1
Block 12, the plank road module 2 include the pavement mechanism for walking, the anchoring mechanism for supporting positioning, support the pavement
The float mechanism of mechanism and the bindiny mechanism for connecting adjacent plank road module 2, the land and water link block 12 include arranging
Pedal 5 between the plank road module 2 and land wooden footway 1, the hinge 6 for connecting the land wooden footway 1 and pedal 5, set
Put 5 bottom side of the pedal pulley 4, be arranged on the track 3 that matches in the plank road module 2 and with the pulley 4.
Specifically, the floating wooden footway is assembled as needed 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, the pavement mechanism includes plank road panel 10, is arranged on the fence 9 of 10 both sides of plank road panel
And the overcoat of 10 bottom side of plank road panel is arranged on, the anchoring mechanism includes at least two through the pavement mechanism
The locating dowel 8 of fixed substrate 13 under water, the float mechanism include the annular buoyancy tank 11 for being arranged on pavement mechanism bottom side,
The bindiny mechanism includes the thimble structure 7 for being arranged on pavement mechanism bottom side.
Wherein, the anchoring mechanism be entirely float wooden footway structure positioning supporting point, 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
8 respectively positioned at a cornerwise two ends of plank road module 2.Locating dowel 8 is in cylinder, and one end is exposed through the pavement mechanism
The water surface 14,8 other end of the locating dowel are buried in substrate 13 under water.The length of locating dowel 8 is by underwater portion length and waterborne
Partial-length is constituted, and above water be locating dowel 8 higher than the part of the water surface 14, and in high water level and floating wooden footway sky
During load, 8 top of the locating dowel is higher than 1.2~1.5m of the plank road panel.Above water is higher than institute highly for 8 top of locating dowel
State the height of plank road panel and two parts sum of plank road height itself.
Part of the underwater portion by the water surface 14 and under water between substrate 13 and substrate is partly constituted below 13 under water.The former
With the waters high water level as standard, the latter is typically defined to the depth of supporting course below 13 by substrate under water, and sum of the two is fixed
Position post 8 underwater portion height.Preferably, a diameter of 20~30cm of the locating dowel 8, material are cement or armored concrete.
The cross-sectional diameter of the locating dowel 8 is configured according to SEA LEVEL VARIATION situation, underlying structure situation etc., typically with 20~30cm
Be advisable, water surface stormy waves is acutely, SEA LEVEL VARIATION situation is larger or base infrastructure loosely or to there is other influences wooden footway stable
Situation when, can suitably increase the diameter of locating dowel 8.It is cement or armored concrete that the material of locating dowel 8 is set to material, is made
Which can be resistant to water logging, corrosion-resistant, and there is sufficiently high intensity.
Preferably, 8 surface of the locating dowel arranges gauge, to undertake water stage measurement function.It is highly preferred that described fixed
Block is provided with 50~60cm of the substrate under water on the post 8 of position, the block supports the adjacent two plank road mould simultaneously
Block 2.The block is the protective equipment as safe altitude.Specifically, when construction waters water level big rise and fall and conventional low water
When position is less than 80cm, being that protection floating wooden footway bottom is unlikely bottoms out and causes wooden footway to damage and reduce using because water level is too low
The time limit, at 8 design height of locating dowel under water more than 13 50~60cm of substrate, arranges block.The block can be supported simultaneously
Two neighboring wooden footway module 2 is played, the bottom of plank road module 2 is held, the weight of wooden footway and pedestrian is supported.
Wherein, pavement mechanism is made up of the affiliated facility such as plank road panel 10, overcoat and fence 9.The pavement mechanism
The setting of the affiliated facilities such as plank road panel 10, fence 9 is identical with common wooden footway, it should be noted that selecting Jing antiseptic
Timber.Preferably, the locating dowel 8 is provided with gap structure through the position of the pavement mechanism, the gap structure surrounding with
The contact surface of the locating dowel 8 is provided with buffer structure.Specifically, in the present embodiment, the diagonal positions of the pavement mechanism
Circular gap structure is reserved in the position that i.e. locating dowel 8 is passed through, and the surrounding in the gap structure is set with 8 contact position of locating dowel
Buffer structure, the such as soft, wear-resistant material such as rubber ring are put, is caused plank road to rock and is caused and its locating dowel 8 to buffer the water surface and rise and fall
Between the shock that produces.Further, should leave between the locating dowel 8 and buffer structure certain gap for it is described floating wooden footway with
Fluctuation in stage and smoothly lift.
Further, pavement mechanism bottom is because being close to the water surface for a long time, to prevent which from causing to rot because of moist immersion etc., raw
Become rusty and shorten service life, increase overcoat in common wooden footway bottom.To keep Lightness, fastness of plank road module 2 etc.,
Overcoat is typically from material is light, intensity is high, to the free of contamination composite of water body, such as glass fibre composite reinforced plastics, work
10 bottom side wooden structures of plank road panel are wrapped up, are covered by engineering plastics Polymer material, the overcoat, and fixation.Enter
One step, all attachment means such as screw, rivet etc. also equal prior Jing antirust treatments in pavement mechanism.
Wherein, float mechanism is located at the lower section of pavement mechanism in plank road module 2, is the buoyant device of the plank road module 2,
To support the pavement mechanism to swim on the water surface.As shown in figure 5, float mechanism is arranged at below plank road module 2 leans on margin location
Put and round, structure is closed ring-type, constitute annular buoyancy tank 11.The annular buoyancy tank 11 defines near vacuum with the water surface 14
Space, define a sucked type structure in the water surface, greatly strengthen the stability of wooden footway.
Preferably, as shown in Figure 5, Figure 6, the internal ring of the annular buoyancy tank 11 is the rectangular configuration that corner is circular arc, institute
State the concaveconvex structure of the outer shroud surrounding for Heterogeneous Permutation of annular buoyancy tank 11.Outer shroud surrounding is set to the concaveconvex structure energy of Heterogeneous Permutation
The effect of the wave that disappears enough is played, the overall stability of plank road can be significantly increased in the larger environment of stormy waves.The annular buoyancy tank
11 include integrally formed engineering plastics shell and are filled in the lightweight foam material of the enclosure.Specifically, it is described
Annular buoyancy tank 11 is made using integral forming process, and material can select the light durable materials such as engineering plastics and make, such as polyethylene
(PE) etc., box house light filling expanded material such as foam plasticss etc. so that the annular buoyancy tank 11 should have high temperature resistant, resistance to
Soda acid, impact resistance, anti-Hou Xingqiang, the features such as pollution-free to water environment.It should be noted that float mechanism of the present utility model is also
Should possess compared with high-bearing capacity, bearing capacity should reach the load request of floating wooden footway, keep floating wooden footway whole machine balancing, steady
It is fixed, thus annular buoyancy tank 11 size setting it is up to standard as standard with bearing capacity.
Wherein, bindiny mechanism is arranged at the junction of two neighboring plank road module 2.The plank road module 2 passes through connection machine
Plank road entirety is configured to, bindiny mechanism should keep lateral connection between plank road module 2 tight, and allow longitudinal direction between plank road module 2
There may be the displacement of little yardstick up and down, have certain flexible buffer space with the walking of visitor to adapt to plank road, when increasing walking
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 plank road is affected.The thimble structure is located at the lower section of pavement mechanism, arranges some sets in each 2 junction of plank road module
Ring, the specification of the collar are set to rectangle, the circular or oval collar, and collar cross-sectional diameter itself is set to 0.8~
1.5cm, locks the displacement up and down of rear enclosure interannular and is less than 2cm.
As shown in figure 1, modular floating wooden footway of the present utility model is in land and water junction, due to height of water level change compared with
Cause greatly the uncertain of 2 position height of plank road module, should also arrange with the freely adjustable land and water link block 12 of SEA LEVEL VARIATION,
For visitor's discrepancy plank road module 2.Specifically, different according to SEA LEVEL VARIATION height, the land and water link block 12 may be configured as tiltedly
Slope formula attachment structure.Land and water link block of the present utility model 12 is set to single ramp type attachment structure, it is adaptable to SEA LEVEL VARIATION
Less than or equal to the environment of 100cm.
Preferably, the land and water link block 12 includes that for a tilted-putted pedal 5 material can be of the same race using wooden footway
It is wooden, other high intensity such as rustless steel, the material of corrosion-resistant, resistance to deformation may also be employed.The higher one end in 5 position of the pedal is solid
Due to land wooden footway 1, the relatively low other end in position is positioned on plank road panel 10.End of the pedal 5 or so two
Side respectively arranges a pulley 4.On plank road panel 10, the position relative with 12 or so the two ends of land and water link block, respectively arranges one
The supporting track 3 of bar, the pulley 4 of 12 end of land and water link block will change relative along the track 3 according to position height
Slide, the track 3 should ensure that its stabilized structure, it is ensured that pulley 4 without departing from the errant 3 that comes off.On the top of the pedal 5
I.e. the marginal position of land wooden footway 1 arranges bearing iron hinge 6, it is ensured that pedal 5 can be rotated with hinge 6, generally maximum folding angle
It is set to 110 °.
To ensure visitor's safety, 5 angle of inclination of the pedal should be less than 30 °, and length is 200~220cm, corresponding track
When 3 position and length should incline 0~30 ° with pedal 5, the position of pulley 4 is adapted.The pedal 5 is placed in pavement mechanism
Centre, positioned at fence 9, the inner side of locating dowel 8, therefore, its width is slightly narrow compared with plank road panel 10.Certainly those skilled in the art are not difficult
Understand, the land and water link block 12 should possess certain thickness and keep indeformable to carry constant weight, general bearing capacity should
More than 1000Kg, and the such as non-skid feature such as decorative pattern, tread plate is set on pedal 5.
Modular floating wooden footway of the present utility model can refer to following steps and be installed:
1st, all locating dowels and its accessory structure are arranged 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 locating dowel is stablized, and preventer is set according to safe altitude;
The 2nd, the ring-type buoyancy tank for making is fixed on the bottom of plank road module, and plank road module is carried out on the basis of locating dowel
Install;
3rd, will be connected between plank road module with bindiny mechanism, and land and water link block is arranged according to SEA LEVEL VARIATION.
The 4th, affiliated facility such as fence, seat etc. of plank road module are set.
5th, when SEA LEVEL VARIATION, plank road module will be risen or fallen therewith, and land and water link block will also adjust suitable angle
Degree comes in and goes out for visitor.
Modular floating wooden footway of the present utility model is formed by modularization assembling, assembled as needed can be arranged, and
Sectional maintenance of clean-up, installs, easy to maintenance quick.Which adopts ring-type float mechanism so as to define near vacuum with the water surface
Environment, serves sucker effect, increased stability of the floating wooden footway in the water surface, and makes to which overcome general wooden footway
The limitation of height, finally keeps wooden footway normally to run when fluctuation of water table is larger.
Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model rather than which is limited
System;Although being described in detail to this utility model with reference to preferred embodiment, those of ordinary skill in the art should
Understand:Still specific embodiment of the present utility model can be modified or equivalent is carried out to some technical characteristics and replace
Change;Without deviating from the spirit of technical solutions of the utility model, which all should cover the technical scheme being claimed in this utility model
In the middle of scope.
Claims (10)
1. a kind of modular floating wooden footway, it is characterised in that:It is described floating wooden footway include land wooden footway (1), at least two
It is individual to be connected with each other the plank road module (2) and the connection plank road module (2) and land wooden footway being arranged on above the water surface (14)
(1) land and water link block (12), the plank road module (2) include the pavement mechanism for walking, the anchor for supporting positioning
Gu mechanism, the float mechanism for supporting the pavement mechanism and the bindiny mechanism for connecting adjacent plank road module (2), the water
Land link block (12) is including the pedal (5) being arranged between the plank road module (2) and land wooden footway (1), described in being connected
The hinge (6) of land wooden footway (1) and pedal (5), it is arranged on the pulley (4) of the pedal (5) bottom side, is arranged on the plank road
The track (3) matched in module (2) and with the pulley (4).
2. floating wooden footway according to claim 1, it is characterised in that:The pavement mechanism include plank road panel (10),
The fence (9) for being arranged on plank road panel (10) both sides and the overcoat for being arranged on plank road panel (10) bottom side, institute
Stating anchoring mechanism includes at least two locating dowels (8) that substrate (13) under water is fixed on through the pavement mechanism, the floating
Mechanism includes the annular buoyancy tank (11) for being arranged on pavement mechanism bottom side, and the bindiny mechanism includes being arranged on the running massager
The thimble structure (7) of structure bottom side.
3. floating wooden footway according to claim 2, it is characterised in that:Described locating dowel (8) one end passes through the pavement
Mechanism surfaces (14), and locating dowel (8) other end is buried in substrate under water (13);And in high water level and the drift
When floating log plank road is unloaded, locating dowel (8) top is higher than (10) 1.2~1.5m of plank road panel.
4. floating wooden footway according to claim 2, it is characterised in that:A diameter of 20~30cm of the locating dowel (8),
Material is cement or armored concrete.
5. floating wooden footway according to claim 3, it is characterised in that:Locating dowel (8) surface arranges gauge;
And block is provided with (13) 50~60cm of substrate under water on the locating dowel (8), the block supports adjacent simultaneously
Two plank road modules (2).
6. floating wooden footway according to claim 2, it is characterised in that:The locating dowel (8) is through the pavement mechanism
Position be provided with gap structure, the gap structure surrounding is provided with buffer structure with the contact surface of the locating dowel (8).
7. floating wooden footway according to claim 2, it is characterised in that:The overcoat is by the plank road panel (10)
Bottom side cladding, fixed composite layer, the composite layer are glass fibre composite reinforced plastics or engineering plastics.
8. floating wooden footway according to claim 2, it is characterised in that:The internal ring of the annular buoyancy tank (11) for corner is
The rectangular configuration of circular arc, the outer shroud surrounding of the annular buoyancy tank (11) are the concaveconvex structure of Heterogeneous Permutation.
9. floating wooden footway according to claim 2, it is characterised in that:The thimble structure (7) is rectangle, circular or ellipse
Circular ring, a diameter of 0.8~1.5cm of the collar;And the thimble structure (7) is little in the displacement of locking rear enclosure interannular
In 2cm.
10. floating wooden footway according to claim 1, it is characterised in that:The length of the pedal (5) be 200~
220cm, angle of inclination are less than 30 °;And the maximum folding angle of the hinge (6) is 110 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620996919.5U CN206070347U (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620996919.5U CN206070347U (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206070347U true CN206070347U (en) | 2017-04-05 |
Family
ID=58436192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620996919.5U Active CN206070347U (en) | 2016-08-30 | 2016-08-30 | A kind of modular floating wooden footway |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206070347U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106192721A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of modular floating wooden footway |
CN108086129A (en) * | 2017-12-04 | 2018-05-29 | 中国船舶工业集团公司第七0八研究所 | A kind of structure that very fast can install and dismantle marine highway |
CN110904815A (en) * | 2019-12-13 | 2020-03-24 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
-
2016
- 2016-08-30 CN CN201620996919.5U patent/CN206070347U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106192721A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of modular floating wooden footway |
CN108086129A (en) * | 2017-12-04 | 2018-05-29 | 中国船舶工业集团公司第七0八研究所 | A kind of structure that very fast can install and dismantle marine highway |
CN108086129B (en) * | 2017-12-04 | 2019-06-21 | 中国船舶工业集团公司第七0八研究所 | A kind of structure that very fast can install and dismantle marine highway |
CN110904815A (en) * | 2019-12-13 | 2020-03-24 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
CN110904815B (en) * | 2019-12-13 | 2021-05-07 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206034268U (en) | Float plank road module of wooden plank road | |
EP3262296B1 (en) | Method of construction, assembly, and launch of a floating wind turbine platform | |
CN206070347U (en) | A kind of modular floating wooden footway | |
BR112016018088B1 (en) | METHOD OF ASSEMBLY OF PLATFORMS OF A FLOATING WIND TURBINE | |
CN107806108A (en) | Three floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea | |
CN107542101A (en) | A kind of four floating drum buoyancy tank combined type foundation structures of sea and its construction method | |
CN107630461A (en) | Four floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea | |
US8770132B2 (en) | Marine wind turbine whole machine | |
CN107653895A (en) | Six floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea | |
CN206070348U (en) | A kind of modular floating wooden footway for the high water level difference water surface | |
CN111942533A (en) | Three-upright-column offshore wind power generation platform system | |
CN207987950U (en) | Four floating drum buoyancy tank foundation structures on a kind of combined type sea | |
CN105416511B (en) | Partly latent pitching pile formula offshore platform alignment system | |
CN105133558A (en) | Deep-water bare rock platform and construction method thereof | |
CN106192721A (en) | A kind of modular floating wooden footway | |
CN106192722A (en) | A kind of modular floating wooden footway for the high water level difference water surface | |
CN102730163B (en) | Marine chinampa and manufacture this chinampa, sea technological process | |
CN108216506B (en) | Floating drilling platform and construction method | |
CN113619742A (en) | Hybrid floating offshore wind turbine platform and design and construction method of composite material side column thereof | |
CN113650741A (en) | Self-floating towing offshore wind power floating foundation and construction method thereof | |
KR20140128958A (en) | Floating precast-concrete structure for supporting a wind turbine | |
CN105178347A (en) | Offshore anemometer tower foundation, offshore anemometer platform and application method of offshore anemometer platform | |
CN106192720A (en) | A kind of plank road module of floating wooden footway | |
CN204080850U (en) | Column foot in a kind of ultra-high-tension power transmission line river | |
US4290716A (en) | Platform resting on the bottom of a body of water, and method of manufacturing the same |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |