CN206034268U - Float plank road module of wooden plank road - Google Patents
Float plank road module of wooden plank road Download PDFInfo
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- CN206034268U CN206034268U CN201621011497.8U CN201621011497U CN206034268U CN 206034268 U CN206034268 U CN 206034268U CN 201621011497 U CN201621011497 U CN 201621011497U CN 206034268 U CN206034268 U CN 206034268U
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- plank road
- road module
- locating dowel
- pavement
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Abstract
The utility model relates to a float plank road module of wooden plank road, the plank road module is including the pavement mechanism that is used for the walking, anchor mechanism, the support that is used for supporting the location the showy mechanism of pavement mechanism and be used for connecting the coupling mechanism of adjacent plank road module, pavement mechanism includes the plank road panel, sets up the rail and the setting of plank road panel both sides are in plank road face plate bottom side's inoxidizing coating, anchor mechanism includes that at least two are passed the fixed reference column of basement under water of pavement mechanism, float the mechanism including setting up the annular flotation tank of pavement mechanism bottom side, coupling mechanism is including setting up the lantern ring structure of pavement mechanism bottom side. The utility model discloses a float plank road module of wooden plank road can realize modular assembly, can assemble the setting as required, and can keep in repair the clearance by stage, installs, safeguards convenient and fast, can keep wooden plank road normal operating in addition when water level variation is great.
Description
Technical field
This utility model is related to landscape wooden footway construction field, more particularly to a kind of plank road of the floating wooden footway paddled
Module.
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 plank road module of floating wooden footway so that wooden footway can rise and fall and automatic lifting with fluctuation in stage, and can resist
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 plank road module of floating wooden footway, the plank road module
Including the pavement mechanism for walking, the anchoring mechanism for supporting positioning, the float mechanism for supporting the pavement mechanism and
For connecting the bindiny mechanism of adjacent plank road module, the pavement mechanism includes plank road panel, is arranged on the plank road panel two
The fence of side and the overcoat of the plank road panel bottom side is arranged on, the anchoring mechanism includes at least two through the step
The locating dowel of substrate under water is fixed by road mechanism, and the float mechanism includes that the annular for being arranged on pavement mechanism bottom side is floated
Case, the bindiny mechanism 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, block is provided with 50～60cm of the substrate under water in the locating dowel, the block is while support
Two adjacent plank road modules.
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 annular buoyancy tank includes integrally formed engineering plastics shell and is filled in the enclosure
Lightweight foam material.
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 locating dowel surface arranges gauge.
Based on above-mentioned technical proposal, the utility model has the advantages that：
The plank road module of floating wooden footway of the present utility model is capable of achieving modularization assembling, assembled as needed can arrange,
And sectional maintenance of clean-up, install, easy to maintenance quick.Which adopts ring-type float mechanism so as to define with the water surface approximate true
Altitude, serves sucker effect, increased stability of the floating wooden footway in the water surface, and makes to which overcome general wood stack
The limitation of road 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 for explaining this utility model, does not constitute to of the present utility model improper
Limit.In the accompanying drawings：
Fig. 1 is plank road module schematic side view；
Fig. 2 is float mechanism elevational schematic view；
Fig. 3 is plank road module assembled schematic side view；
Fig. 4 is plank road module assembled schematic top plan view；
Fig. 5 is annular floating box structure schematic diagram；
Wherein, 1～substrate under water；2～water surface；3～locating dowel；4～fence；5～plank road panel；6～annular buoyancy tank；7
～thimble structure；8～plank road module.
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 figures 1-4, illustrated therein is this practicality new
A kind of preferred implementation of type.As shown in figures 1-4, the plank road module 8 include for walking pavement mechanism, for
The anchoring mechanism of support positioning, the float mechanism for supporting the pavement mechanism and the connection machine for connecting adjacent plank road module 8
Structure, the pavement mechanism include plank road panel 5, the fence 4 for being arranged on 5 both sides of plank road panel and are arranged on the plank road
The overcoat of 5 bottom side of panel, the anchoring mechanism include that at least two are fixed on determining for substrate 1 under water through the pavement mechanism
Position post 3, the float mechanism include the annular buoyancy tank 6 for being arranged on pavement mechanism bottom side, and the bindiny mechanism includes arranging
In the thimble structure 7 of pavement mechanism bottom side.
Specifically, multiple plank road modules of the present utility model 8 can constitute floating wooden footway, each plank road module as needed
8 are constituted by anchoring mechanism, pavement mechanism, float mechanism and bindiny mechanism.Wherein, the length of each plank road module 8 typically sets
3～6 meters are set to, width is arranged according to actual needs, are usually no more than 5 meters.
As shown in figure 1, the pavement mechanism include plank road panel 5, be arranged on the fence 4 of 5 both sides of plank road panel with
And be arranged on the overcoat of 5 bottom side of plank road panel, the anchoring mechanism include at least two it is solid through the pavement mechanism
The locating dowel 3 of substrate 1 under water is scheduled on, the float mechanism includes the annular buoyancy tank 6 for being arranged on pavement mechanism bottom side, described
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 8
Structure is generally made up of at least two locating dowels 3.In the present embodiment, anchoring mechanism is made up of two locating dowels 3, two locating dowels
3 respectively positioned at cornerwise two ends of plank road module 8.The locating dowel 3 is in cylinder, and one end passes through the pavement mechanism
Surface 2,3 other end of the locating dowel is buried in substrate 1 under water.The length of locating dowel 3 is by underwater portion length and water
Upper partial-length composition, above water be locating dowel 3 be higher than the water surface 2 part, and in high water level and the floating wooden footway
When unloaded, 3 top of the locating dowel is higher than the plank road panel 5 in 1.2～1.5m.Above water is highly 8 top of locating dowel
Higher than two parts sum of the height and plank road height itself of the plank road panel.
Part of the underwater portion by the water surface 2 and under water between substrate 1 and substrate is partly constituted below 1 under water.The former with
The waters high water level is standard, and the latter is typically defined to the depth of supporting course below 1 by substrate under water, and sum of the two is locating dowel
3 underwater portions height.Preferably, a diameter of 20～30cm of the locating dowel 3, material are cement or armored concrete.It is described
The cross-sectional diameter of locating dowel 3 is configured according to SEA LEVEL VARIATION situation, underlying structure situation etc., typically with 20～30cm is
Preferably, 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
During situation, the diameter of locating dowel 3 can be suitably increased.And it is that cement or reinforcing bar are mixed that the material of the locating dowel 3 is set to material
Solidifying soil so which can be resistant to water logging, corrosion-resistant, and have sufficiently high intensity.
Preferably, 3 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 on the post 3 of position away from the substrate under water 1, the block supports adjacent two plank road simultaneously
Module 8.The block is the protective equipment as safe altitude.Specifically, when building waters water level big rise and fall and conventional low
When water level is less than 80cm, it is that unlikely the bottoming out because water level is too low in protection floating wooden footway bottom causes wooden footway damage and reduction to make
With the time limit, at 3 design height of locating dowel under water more than 1 50～60cm of substrate, block is set.The block can be supported simultaneously
Two neighboring wooden footway module 8 is played, the bottom of plank road module 8 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 5, overcoat and fence 4.The stack of the pavement mechanism
The setting of the affiliated facilities such as pavement slab 5, fence 4 is identical with common wooden footway, it should be noted that selecting the antiseptic wood of Jing
Material.Preferably, the locating dowel 3 is provided with gap structure, the gap structure surrounding and institute through the position of the pavement mechanism
The contact surface for stating locating dowel 3 is provided with buffer structure.Specifically, in the present embodiment, the diagonal positions of the pavement mechanism are
Circular gap structure is reserved in the position that locating dowel 3 is passed through, and the surrounding in the gap structure is arranged with 3 contact position of locating dowel
The soft, wear-resistant materials such as buffer structure, such as rubber ring, with buffer the water surface rise and fall cause plank road to rock and cause with its locating dowel 3 it
Between the shock that produces.Further, certain gap should be left between the locating dowel 3 and buffer structure for the floating wooden footway with water
Position fluctuation and smoothly lift.
Further, pavement mechanism bottom is because being close to the water surface for a long time, for preventing which from causing to rot because of moist immersion etc., raw
Become rusty and shorten service life, increase overcoat in common wooden footway bottom.For keeping Lightness, fastness of plank road module 8 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
5 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 prior Jing antirust treatments in pavement mechanism.
Wherein, float mechanism is located at the lower section of pavement mechanism in plank road module 8, is the buoyant device of the plank road module 8,
To support the pavement mechanism to swim on the water surface.As shown in Fig. 2 float mechanism is arranged at below plank road module 8 leans on margin location
Put and round, structure is closed ring-type, constitute annular buoyancy tank 6.The annular buoyancy tank 6 defines near vacuum with the water surface 2
Space, defines a sucked type structure in the water surface, greatly strengthen the stability of wooden footway.
Preferably, as shown in Fig. 2, Fig. 5, the internal ring of the annular buoyancy tank 6 is the rectangular configuration that corner is circular arc, described
Concaveconvex structure of the outer shroud surrounding of annular buoyancy tank 6 for Heterogeneous Permutation.Outer shroud surrounding is set to the concaveconvex structure of Heterogeneous Permutation can
The effect of the wave that disappears is played, the overall stability of plank road can be significantly increased in the larger environment of stormy waves.The annular buoyancy tank 6 is wrapped
Include integrally formed engineering plastics shell and be filled in the lightweight foam material of the enclosure.Specifically, the annular
Buoyancy tank 6 is made using integral forming process, and material can select the light durable materials such as engineering plastics and make, such as polyethylene (PE)
Deng box house light filling expanded material such as foam plasticss etc. so that the annular buoyancy tank 6 should have high temperature resistant, acid and alkali-resistance,
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 should also have
Standby compared with high-bearing capacity, bearing capacity should reach the load request of floating wooden footway, keep floating wooden footway whole machine balancing, stable, institute
With annular buoyancy tank 6 size arrange it is up to standard as standard with bearing capacity.
Wherein, bindiny mechanism is arranged at the junction of two neighboring plank road module 8.The plank road module 8 passes through connection machine
Plank road entirety is configured to, bindiny mechanism has caused lateral connection between plank road module 8 tight, and allows longitudinal direction between plank road module 8
There may be the displacement of little yardstick up and down, have certain flexible buffer space to adapt to plank road with the walking of visitor, 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.As shown in Figure 3, Figure 4, the thimble structure is located at the lower section of pavement mechanism, connects in each plank road module 8
Meet place and some collars are set, the specification of the collar is set to rectangle, the circular or oval collar, collar cross-sectional diameter itself
0.8～1.5cm is set to, the displacement up and down of rear enclosure interannular is locked and is less than 2cm.
The plank road module of floating wooden footway of the present utility model can refer to following steps and be installed, to be quickly assembled into drift
Floating log plank road：
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.
The plank road module of floating wooden footway of the present utility model is capable of achieving modularization assembling, assembled as needed can arrange,
And sectional maintenance of clean-up, install, easy to maintenance quick.Which adopts ring-type float mechanism so as to define with the water surface approximate true
Altitude, serves sucker effect, increased stability of the floating wooden footway in the water surface, and makes to which overcome general wood stack
The limitation of road 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. it is a kind of floating wooden footway plank road module, it is characterised in that：Plank road module (8) include the running massager for walking
Structure, the anchoring mechanism for supporting positioning, the float mechanism for supporting the pavement mechanism and for connecting adjacent plank road module
(8) bindiny mechanism, the pavement mechanism include plank road panel (5), are arranged on the fence (4) of plank road panel (5) both sides
And the overcoat of plank road panel (5) bottom side is arranged on, the anchoring mechanism includes at least two through the running massager
Structure fixes the locating dowel (3) of substrate (1) under water, and the float mechanism includes that the annular for being arranged on pavement mechanism bottom side is floated
Case (6), the bindiny mechanism include the thimble structure (7) for being arranged on pavement mechanism bottom side.
2. plank road module according to claim 1, it is characterised in that：Locating dowel (3) one end passes through the running massager
Structure surfaces (2), and locating dowel (3) other end is buried in substrate under water (1)；And in high water level and the floating wood
When plank road is unloaded, locating dowel (3) top is higher than (5) 1.2～1.5m of plank road panel.
3. plank road module according to claim 1, it is characterised in that：A diameter of 20～30cm of locating dowel (3), material
Matter is cement or armored concrete.
4. plank road module according to claim 2, it is characterised in that：Away from substrate under water (1) on locating dowel (3)
Block is provided with 50～60cm, and the block supports adjacent two described plank road module (8) simultaneously.
5. plank road module according to claim 1, it is characterised in that：Described locating dowel (3) are through the pavement mechanism
Position is provided with gap structure, and the gap structure surrounding is provided with buffer structure with the contact surface of the locating dowel (3).
6. plank road module according to claim 1, it is characterised in that：The overcoat is by plank road panel (5) bottom
Side cladding, fixed composite layer, the composite layer are glass fibre composite reinforced plastics or engineering plastics.
7. plank road module according to claim 1, it is characterised in that：The internal ring of annular buoyancy tank (6) is that corner is circle
The rectangular configuration of arc, the outer shroud surrounding of annular buoyancy tank (6) are the concaveconvex structure of Heterogeneous Permutation.
8. plank road module according to claim 7, it is characterised in that：Described annular buoyancy tank (6) include integrally formed work
Engineering plastics shell and it is filled in the lightweight foam material of the enclosure.
9. plank road module according to claim 1, it is characterised in that：Described thimble structure (7) are rectangle, circular or ellipse
The shape collar, a diameter of 0.8～1.5cm of the collar；And thimble structure (7) are less than in the displacement of locking rear enclosure interannular
2cm。
10. plank road module according to claim 2, it is characterised in that：Locating dowel (3) surface arranges gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621011497.8U CN206034268U (en) | 2016-08-30 | 2016-08-30 | Float plank road module of wooden plank road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621011497.8U CN206034268U (en) | 2016-08-30 | 2016-08-30 | Float plank road module of wooden plank road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034268U true CN206034268U (en) | 2017-03-22 |
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ID=58300411
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621011497.8U Active CN206034268U (en) | 2016-08-30 | 2016-08-30 | Float plank road module of wooden plank road |
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| Country | Link |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192720A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of plank road module of floating wooden footway |
| CN110747753A (en) * | 2019-09-20 | 2020-02-04 | 王会海 | Bridge reinforced structure convenient to implement |
| CN110800538A (en) * | 2019-11-28 | 2020-02-18 | 中国科学院、水利部成都山地灾害与环境研究所 | Reservoir hydro-fluctuation belt slope protection structure and reservoir hydro-fluctuation belt slope vegetation recovery method |
| CN111305073A (en) * | 2020-04-30 | 2020-06-19 | 广州华景建设有限公司 | Landscape floating bridge and construction method thereof |
-
2016
- 2016-08-30 CN CN201621011497.8U patent/CN206034268U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192720A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of plank road module of floating wooden footway |
| CN110747753A (en) * | 2019-09-20 | 2020-02-04 | 王会海 | Bridge reinforced structure convenient to implement |
| CN110800538A (en) * | 2019-11-28 | 2020-02-18 | 中国科学院、水利部成都山地灾害与环境研究所 | Reservoir hydro-fluctuation belt slope protection structure and reservoir hydro-fluctuation belt slope vegetation recovery method |
| CN111305073A (en) * | 2020-04-30 | 2020-06-19 | 广州华景建设有限公司 | Landscape floating bridge and construction method thereof |
| CN111305073B (en) * | 2020-04-30 | 2021-09-03 | 广州华景建设有限公司 | Landscape floating bridge and construction method thereof |
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