CN106192720A - A kind of plank road module of floating wooden footway - Google Patents
A kind of plank road module of floating wooden footway Download PDFInfo
- Publication number
- CN106192720A CN106192720A CN201610770710.1A CN201610770710A CN106192720A CN 106192720 A CN106192720 A CN 106192720A CN 201610770710 A CN201610770710 A CN 201610770710A CN 106192720 A CN106192720 A CN 106192720A
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- China
- Prior art keywords
- plank road
- road module
- locating dowel
- pavement
- module
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- 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.)
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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
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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 the plank road module of floating 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 pavement mechanism includes plank road panel, it is arranged on the fence of described plank road panel both sides and is arranged on the overcoat of described plank road panel bottom side, described anchoring mechanism includes at least two locating dowels being fixed on substrate under water through described pavement mechanism, described float mechanism includes the annular buoyancy tank being arranged on described pavement mechanism bottom side, described bindiny mechanism includes the thimble structure being arranged on described pavement mechanism bottom side.The plank road module of the floating wooden footway of the present invention can realize modularization assembling, can assembled as required arrange, and sectional maintenance of clean-up, install, easy to maintenance fast, and wooden footway can be kept 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 the plank road mould of a kind of floating wooden footway paddled
Block.
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 widest o is general, in natural tourist district, is obtained for application in the municipal field such as garden landscape and Real Estate Landscape.
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 plank road module of a kind of floating wooden footway so that wooden footway can rise and fall and automatic lifting with fluctuation in stage, and can storm resisting,
Keep plank road balance firm, solve 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 the plank road module of a kind of floating wooden footway, described plank road module includes
For the pavement mechanism of walking, for supporting the anchoring mechanism of location, supporting the float mechanism of described pavement mechanism and be used for
Connecting the bindiny mechanism of adjacent plank road module, described pavement mechanism includes plank road panel, is arranged on described plank road panel both sides
Fence and be arranged on the overcoat of described plank road panel bottom side, described anchoring mechanism includes at least two through described running massager
Structure is fixed on the locating dowel of substrate under water, and described float mechanism includes the annular buoyancy tank being arranged on described pavement mechanism bottom side, institute
State bindiny mechanism and include being arranged on the thimble structure of 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 being provided with block at described substrate under water 50～60cm, described block supports simultaneously
Two adjacent described plank road modules.
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 annular buoyancy tank includes integrated engineering plastics shell and is filled in described enclosure
Lightweight foam material.
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, described locating dowel surface configuration gauge.
Based on technique scheme, the invention have the advantage that
The plank road module of the floating wooden footway of the present invention can realize modularization assembling, can assembled as required arrange, and can
Segmentation maintenance of clean-up, install, easy to maintenance fast.It uses ring-type float mechanism so that it is define near vacuum ring with the water surface
Border, serves sucker effect, adds the described floating wooden footway stability at the water surface, and it is high to make to which overcome general wooden footway
The limitation of degree, finally keeps wooden footway properly functioning when fluctuation of water table is bigger.
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 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～the water surface；3～locating dowel；4～fence；5～plank road panel；6～annular buoyancy tank；7
～thimble structure；8～plank road module.
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 figures 1-4, illustrated therein is the one of the present invention
Preferred implementation.As shown in figures 1-4, described plank road module 8 includes the pavement mechanism for walking, for supporting location
Anchoring mechanism, support the float mechanism of described pavement mechanism and for connecting the bindiny mechanism of adjacent plank road module 8, described step
Road mechanism includes plank road panel 5, the fence 4 being arranged on described plank road panel 5 both sides and is arranged on described plank road panel 5 bottom side
Overcoat, described anchoring mechanism includes that at least two are fixed on the locating dowels 3 of substrate under water 1, institute through described pavement mechanism
Stating float mechanism and include being arranged on the annular buoyancy tank 6 of described pavement mechanism bottom side, described bindiny mechanism includes being arranged on described step
The thimble structure 7 of road mechanism bottom side.
Specifically, the plank road module 8 of multiple present invention can form floating wooden footway as required, and each plank road module 8 is equal
It is made up of anchoring mechanism, pavement mechanism, float mechanism and bindiny mechanism.Wherein, the length of each plank road module 8 is traditionally arranged to be
3～6 meters, width is arranged according to actual needs, is usually no more than 5 meters.
As it is shown in figure 1, described pavement mechanism include plank road panel 5, be arranged on the fence 4 of described plank road panel 5 both sides with
And be arranged on the overcoat of described plank road panel 5 bottom side, described anchoring mechanism include at least two solid through described pavement mechanism
Being scheduled on the locating dowel 3 of substrate under water 1, described float mechanism includes the annular buoyancy tank 6 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 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
The 3 cornerwise two ends laying respectively at plank road module 8.Described locating dowel 3 is in cylinder, and one end passes described pavement mechanism
Surfacing 2, described locating dowel 3 other end is buried in substrate under water 1.The length of locating dowel 3 is by underwater portion length and water
Upper part length forms, and above water i.e. locating dowel 3 is higher than the part of the water surface 2, and at high water level and described floating wooden footway
Time unloaded, described locating dowel 3 top is higher than described plank road panel 5 1.2～1.5m.Above water height is locating dowel 8 top
Height and two parts sum of plank road height itself higher than described plank road panel.
Underwater portion is made up of with lower part the part between the water surface 2 and substrate under water 1 and substrate under water 1.The former with
This waters high water level is standard, and the latter is typically as the criterion with the degree of depth of substrate under water less than 1 to supporting course, sum of the two i.e. locating dowel
3 underwater portion height.Preferably, a diameter of the 20～30cm of described locating dowel 3, material is cement or armored concrete.Described
The cross-sectional diameter of locating dowel 3 is configured according to SEA LEVEL VARIATION situation, underlying structure situation etc., with 20～30cm is typically
Preferably, water surface stormy waves is acutely, loosely or to there is other influences wooden footway stable compared with big or base infrastructure for SEA LEVEL VARIATION situation
During situation, can suitably strengthen the diameter of locating dowel 3.And it is that cement or reinforcing bar mix that the material of described locating dowel 3 is set to material
Solidifying soil so that it is capable of withstanding water logging, corrosion-resistant, and has sufficiently high intensity.
Preferably, described locating dowel 3 surface configuration gauge, to undertake water stage measurement function.It is highly preferred that it is described fixed
Position post 3 on away from described substrate under water 1 50～60cm at be provided with block, described block supports the described plank road of adjacent two simultaneously
Module 8.Described block is the protective equipment as safe altitude.Specifically, low when construction waters water level big rise and fall and routine
When water level is less than 80cm, for protecting unlikely bottom out because water level is too low bottom floating wooden footway to cause wooden footway to damage and reduction makes
With the time limit, at locating dowel 3 design height under water substrate more than 1 50～60cm, block is set.Described block can support simultaneously
Play adjacent two wooden footway modules 8, hold the bottom of plank road module 8, brace plank road and the weight of pedestrian.
Wherein, pavement mechanism is made up of affiliated facilities such as plank road panel 5, overcoat and fences 4.The stack of described pavement mechanism
Arranging of the affiliated facilities such as pavement slab 5, fence 4 is all identical with normal wood plank road, it should be noted that select through antiseptic wood
Material.Preferably, described locating dowel 3 is provided with gap structure, described gap structure surrounding and institute through the position of described pavement mechanism
The contact surface stating locating dowel 3 is provided with buffer structure.Specifically, in the present embodiment, the diagonal positions of described pavement mechanism is i.e.
The gap structure that the position that locating dowel 3 passes is reserved circular, and arrange with locating dowel 3 contact position in the surrounding of this gap structure
Buffer structure, such as soft, wear-resistant material such as rubber rings, with buffer the water surface rise and fall cause plank road to rock and cause with its locating dowel 3 it
Between produce shock.Further, certain gap should be left between described locating dowel 3 and buffer structure for described floating wooden footway with water
Position fluctuation 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 8,
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 5 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 8, is the buoyant device of described plank road module 8,
With support, described pavement mechanism swims on the water surface.As in figure 2 it is shown, float mechanism is arranged at below plank road module 8 by margin location
Putting and round, structure is airtight ring-type, constitutes annular buoyancy tank 6.This annular buoyancy tank 6 defines near vacuum with the water surface 2
Space, defines a sucked type structure at the water surface, greatly strengthen the stability of wooden footway.
Preferably, as shown in Fig. 2, Fig. 5, described annular buoyancy tank 6 internal ring be corner be the rectangular configuration of circular arc, described
The concaveconvex structure that outer shroud surrounding is Heterogeneous Permutation of annular buoyancy tank 6.Outer shroud surrounding is set to the concaveconvex structure of Heterogeneous Permutation can
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 6 wraps
Include integrated engineering plastics shell and be filled in the lightweight foam material of described enclosure.Specifically, described annular
Buoyancy tank 6 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)
Deng, box house light filling expanded material such as foam plastics etc. so that described annular buoyancy tank 6 should have high temperature resistant, acid and alkali-resistance,
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 possess relatively
High-bearing capacity, bearing capacity should reach the load request of floating wooden footway, keeps floating wooden footway whole machine balancing, stablizes, so
The size of annular buoyancy tank 6 arranges up to standard as standard with bearing capacity.
Wherein, bindiny mechanism is arranged at the junction of adjacent two plank road modules 8.Described plank road module 8 is by connecting machine
Being configured to plank road overall, bindiny mechanism has made lateral connection between plank road module 8 tight, and allows between plank road module 8 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.As shown in Figure 3, Figure 4, described thimble structure is positioned at the lower section of pavement mechanism, in each plank road module 8 even
The place of connecing arranges some collars, and the specification of the described collar is set to rectangle, the circular or oval collar, the cross-sectional diameter of the collar own
Being set to 0.8～1.5cm, locking rear enclosure interannular displacement up and down is less than 2cm.
The plank road module of the floating wooden footway of the present invention can refer to following steps and installs, to be quickly assembled into floating wood
Plank road:
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.
The plank road module of the floating wooden footway of the present invention can realize modularization assembling, can assembled as required arrange, and can
Segmentation maintenance of clean-up, install, easy to maintenance fast.It uses ring-type float mechanism so that it is define near vacuum ring with the water surface
Border, serves sucker effect, adds the described floating wooden footway stability at the water surface, and it is high to make to which overcome general wooden footway
The limitation of degree, finally keeps wooden footway properly functioning when fluctuation of water table is bigger.
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. the plank road module of a floating wooden footway, it is characterised in that: described plank road module (8) includes the running massager for walking
Structure, for supporting the anchoring mechanism of location, support the float mechanism of described pavement mechanism and for connecting adjacent plank road module
(8) bindiny mechanism, described pavement mechanism includes plank road panel (5), is arranged on the fence (4) of described plank road panel (5) both sides
And it being arranged on the overcoat of described plank road panel (5) bottom side, described anchoring mechanism includes at least two through described running massager
Structure is fixed on the locating dowel (3) of substrate under water (1), and described float mechanism includes that the annular being arranged on described pavement mechanism bottom side is floated
Case (6), described bindiny mechanism includes the thimble structure (7) being arranged on described pavement mechanism bottom side.
Plank road module the most according to claim 1, it is characterised in that: described locating dowel (3) one end passes described running massager
Structure surfaces (2), and described locating dowel (3) other end is buried in substrate under water (1)；And at high water level and described floating wood
During plank road zero load, described locating dowel (3) top is higher than described plank road panel (5) 1.2～1.5m.
Plank road module the most according to claim 1, it is characterised in that: a diameter of 20～30cm, material of described locating dowel (3)
Matter is cement or armored concrete.
Plank road module the most according to claim 2, it is characterised in that: away from described substrate under water (1) in described locating dowel (3)
Being provided with block at 50～60cm, described block supports adjacent two described plank road module (8) simultaneously.
Plank road module the most according to claim 1, it is characterised in that: described locating dowel (3) is through described pavement mechanism
Position is provided with gap structure, and described gap structure surrounding is provided with buffer structure with the contact surface of described locating dowel (3).
Plank road module the most according to claim 1, it is characterised in that: described overcoat is by described plank road panel (5) end
Side cladding, fixing composite layer, described composite layer is glass fibre composite reinforced plastics or engineering plastics.
Plank road module the most according to claim 1, it is characterised in that: described annular buoyancy tank (6) internal ring be corner be round
The rectangular configuration of arc, the concaveconvex structure that outer shroud surrounding is Heterogeneous Permutation of described annular buoyancy tank (6).
Plank road module the most according to claim 7, it is characterised in that: described annular buoyancy tank (6) includes integrated work
Engineering plastics shell and be filled in the lightweight foam material of described enclosure.
Plank road module the most according to claim 1, it is characterised in that: described thimble structure (7) is rectangle, circular or oval
The shape collar, a diameter of the 0.8 of the described collar～1.5cm；And described thimble structure (7) is less than in the displacement of locking rear enclosure interannular
2cm。
Plank road module the most according to claim 2, it is characterised in that: described locating dowel (3) surface configuration gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610770710.1A CN106192720A (en) | 2016-08-30 | 2016-08-30 | A kind of plank road module of floating wooden footway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610770710.1A CN106192720A (en) | 2016-08-30 | 2016-08-30 | A kind of plank road module of floating wooden footway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106192720A true CN106192720A (en) | 2016-12-07 |
Family
ID=58089885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610770710.1A Pending CN106192720A (en) | 2016-08-30 | 2016-08-30 | A kind of plank road module of floating wooden footway |
Country Status (1)
| Country | Link |
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| CN (1) | CN106192720A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812067A (en) * | 2017-01-11 | 2017-06-09 | 温州万里市政工程有限公司 | A kind of removable operation platform for bridge construction |
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 |
| KR20110067217A (en) * | 2009-12-14 | 2011-06-22 | (주)에이스마린 | Mooring facility |
| CN202688851U (en) * | 2012-05-17 | 2013-01-23 | 四川川交路桥有限责任公司 | Floating bridge convenient for bridge construction |
| CN203345168U (en) * | 2013-05-23 | 2013-12-18 | 冯志雄 | Pontoon |
| CN103895829A (en) * | 2014-04-02 | 2014-07-02 | 南京工业大学 | Continuous-buoy composite floating structure system |
| 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 |
| CN206034268U (en) * | 2016-08-30 | 2017-03-22 | 北京东方园林生态股份有限公司 | Float plank road module of wooden plank road |
-
2016
- 2016-08-30 CN CN201610770710.1A patent/CN106192720A/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 |
| KR20110067217A (en) * | 2009-12-14 | 2011-06-22 | (주)에이스마린 | Mooring facility |
| CN202688851U (en) * | 2012-05-17 | 2013-01-23 | 四川川交路桥有限责任公司 | Floating bridge convenient for bridge construction |
| 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 |
| CN103895829A (en) * | 2014-04-02 | 2014-07-02 | 南京工业大学 | Continuous-buoy composite floating structure system |
| 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 |
| CN206034268U (en) * | 2016-08-30 | 2017-03-22 | 北京东方园林生态股份有限公司 | Float plank road module of wooden plank road |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812067A (en) * | 2017-01-11 | 2017-06-09 | 温州万里市政工程有限公司 | A kind of removable operation platform for bridge construction |
| CN106812067B (en) * | 2017-01-11 | 2019-02-01 | 温州万里市政工程有限公司 | A kind of removable operation platform for bridge construction |
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Application publication date: 20161207 |