CN207260068U - Ecoscape combines shore protection - Google Patents
Ecoscape combines shore protection Download PDFInfo
- Publication number
- CN207260068U CN207260068U CN201720959266.8U CN201720959266U CN207260068U CN 207260068 U CN207260068 U CN 207260068U CN 201720959266 U CN201720959266 U CN 201720959266U CN 207260068 U CN207260068 U CN 207260068U
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- China
- Prior art keywords
- spiling
- stake
- ecoscape
- shore protection
- stress
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- 238000007789 sealing Methods 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 238000009432 framing Methods 0.000 claims description 19
- 238000000465 moulding Methods 0.000 claims description 17
- 239000011440 grout Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 9
- 238000012806 monitoring device Methods 0.000 claims description 6
- 238000004078 waterproofing Methods 0.000 claims description 4
- 238000009395 breeding Methods 0.000 claims description 3
- 230000001488 breeding effect Effects 0.000 claims description 3
- 238000009826 distribution Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 210000003734 kidney Anatomy 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims 1
- 230000013011 mating Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 19
- 239000002689 soil Substances 0.000 description 16
- 238000010276 construction Methods 0.000 description 11
- 239000011513 prestressed concrete Substances 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 7
- 238000005056 compaction Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 4
- 238000005119 centrifugation Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009191 jumping Effects 0.000 description 2
- 238000011031 large-scale manufacturing process Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of ecoscape combines shore protection, including stress stake, for the spiling for earth-retaining sealing in mating connection with the stress stake, one in the stress stake, the spiling two upper left and right sides has a slot of Longitudinal extending respectively, another upper left and right sides in two has Longitudinal extending, the interpolating unit with the accordingly inconsistent cooperation of slot respectively.The utility model provides a kind of technical solution of new ecoscape combination shore protection, mainly it is made of stress stake with spiling, connected between each two stress stake by the spiling for earth-retaining sealing, stress stake uses two kinds of specifications with spiling, can meet the requirement of shore protection, supporting stress.
Description
Technical field
It the utility model is related to a kind of ecoscape combination shore protection.
Background technology
Make a general survey of shore protection stake currently on the market, such as U-shaped board stake, wavy, BT H-type prestressed-concrete pile shore protection stake
Connected using identical stake, the both sides of each stake are tenon and the fourth of the twelve Earthly Branches mouthful respectively, are coordinated between stake and stake using tenon and the fourth of the twelve Earthly Branches mouthful.
And in production, manufacturing process falls behind, the structure such as tenon and the fourth of the twelve Earthly Branches mouthful, causes manually compile cage, mechanization degree is low, and nothing
Method centrifuges pile, and pile quality can not ensure；In construction, soil compaction effect protrudes, and location difficulty of constructing, facade effect can not protect
Card.
As patent discloses the ecological environment-friendly type bunding protecting wall disclosed in CN105625257A and the H-type for the protecting wall
Prestressed-concrete pile, discloses a kind of H-type prestressed-concrete pile, and the cross section of the H-type prestressed-concrete pile is served as reasons
The H-shaped that the web on two edges of a wing in two edges of a wing and connection is formed, edge of a wing two sides have convex ribs and slot respectively.It is identical by more
H-type prestressed-concrete pile insertion soil in, adjacent two H-type prestressed-concrete piles are matched somebody with somebody by convex ribs and slot grafting
Close, but in practice of construction, convex ribs and inserting slot construction are fine, and difficulty of construction is big, positioning accuracy request is high, pile body is fragile；It is more
The identical H-type prestressed-concrete pile of root is fitted close, and produces larger soil compaction effect, after squeezing into soil, dimensional discrepancy is big, reaches
Less than the assembled effect of expected earth-retaining sealing, water-stagnating effect can not ensure；H-type prestressed-concrete pile irregular structure,
It can not use flospinning, demoulding difficulty, forming effect itself poor during making, be not easy to scale and quickly produce；And
Stake processed is of high cost, intensity difference, work efficiency are low, quality can not ensure；Later stage when doing water-proofing treatment, is formed between two H-type stakes
Soil in hole can not take out completely, it is rear fill concrete with just can not be completely closely sealed with pile body, waterproof effect is not notable.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of ecoscape to combine shore protection.
In order to solve the above-mentioned technical problem, a kind of technical solution of the utility model use is：A kind of ecoscape combination
Shore protection, including stress stake, for the spiling for earth-retaining sealing in mating connection with the stress stake, the stress stake,
At least there is the slot of Longitudinal extending on one in the spiling two, at least have one on another in two
A Longitudinal extending, shape be corresponding with the corresponding slot and matched interpolating unit.
In some embodiments, the slot has two or two groups, is arranged at the stress stake, the spiling two
The left and right sides of one in a, the interpolating unit have two or two groups, are arranged in the stress stake, the spiling two
Another the left and right sides.
In some embodiments, the anteroposterior dimension of the spiling is a, and the anteroposterior dimension of the stress stake is b, and a is in b
1/4-3/4 in the range of.
In some embodiments, the stress stake include reinforcement frame, it is prefabricated be arranged on the reinforcement frame and will
The reinforcement frame is wrapped in interior stress stake cement molding body, and the reinforcement frame is included positioned at middle cross section in hollow
The framework main body of square or rectangular, two protruded from the two neighboring corner of the framework main body homonymy to same outside
Deep framing, forms the space of the corresponding slot between two deep framings.
In some embodiments, the stress stake include reinforcement frame, it is prefabricated be arranged on the reinforcement frame and will
The reinforcement frame is wrapped in interior stress stake cement molding body, and the reinforcement frame is included positioned at middle cross section in hollow
The framework main body of square or rectangular, from the outwardly multiple deep framings in the same outside of the framework main body, per side
The two neighboring deep framing between form the space of the corresponding slot.
In some embodiments, the left and right sides portion of the spiling has what length extended along above-below direction respectively
Grouting Pipe, multiple grout outlets set along above-below direction distribution, the length of each grout outlet are respectively arranged with each Grouting Pipe
Degree extends along left and right directions, and grout outlet, Grouting Pipe are connected with air, is existed by the Grouting Pipe and the grout outlet
Realize that the seam crossing when the slot and interpolating unit coordinate carries out water-proofing treatment.
In some embodiments, the top of the spiling is provided with multiple opening up steel bushings for being used to connect Guan Liang
Cylinder, the steel bushing are connected with air.
In some embodiments, the plate Steel Structure of the spiling including Longitudinal extending, prefabricated be arranged at described insert
Interior plate cement molding body is wrapped on slab framework and by the plate Steel Structure, the steel bushing is fixed on the steel structure
The top of frame.
In some embodiments, the slot is rectangular channel, dovetail groove, elliptical slot, the circle of one side opening of cross section
Arc groove, dovetail groove, cydariform groove or kidney slot, the cross section moulding of the interpolating unit match with the cross section moulding of the slot.
In some embodiments, at least one side is in the front and rear sides face of the stress stake and/or the spiling
It is transversal to face out the arch face to arch upward or the concave surface being recessed inwardly.
In some embodiments, at least one side includes in the stress stake and/or spiling front and rear sides face
Two slope surfaces positioned at left and right corner, the median surface being connected between two slope surfaces, the median surface are plane, outwards
The arch face to arch upward or the concave surface being recessed inwardly.
In some embodiments, the spiling is feature stake, it connects with step, lifesaving staircase, lifesaving appliance
At least one of mouthful, and/or hydrologic monitoring device is installed on the spiling, and/or water is installed on the spiling
The installation space of literary monitoring device.
In some embodiments, it is ecological stake to state spiling, is had on the spiling for bank life animal or plant
The inclined permeable hole of growth and breeding.
In some embodiments, the spiling is decoration stake, be provided with the spiling landscape lamp device or
For installing the lamp mounting hole of landscape lighting fixture, and/or decorative pattern is provided with the spiling.
The scope of the utility model, however it is not limited to the technical solution that the particular combination of above-mentioned technical characteristic forms, while
The other technical solutions for being combined and being formed by above-mentioned technical characteristic or its equivalent feature should be covered.Such as features described above
With it is disclosed herein（But it is not limited to）The technical solution that technical characteristic with similar functions is replaced mutually and formed
Deng.
Since above-mentioned technical proposal is used, the utility model has following advantages compared with prior art：The utility model
A kind of technical solution of new ecoscape combination shore protection is provided, is mainly made of stress stake with spiling, each two stress
Connected between stake by the spiling for earth-retaining sealing, stress stake uses two kinds of specifications with spiling, can meet shore protection, branch
The requirement of stress, the construction method that construction is beaten using jumping are protected, so as to weaken soil compaction effect, positioning accuracy is high, and the face effect of shaping is good.
Compare the shore protection stake that stake is connected with stake, stress stake on the basis of mechanical property is met, using connecting plate to interval construction by
Power stake is attached, and can be met mechanical property but also be played the role of that project cost is greatly reduced.
Brief description of the drawings
Attached drawing 1 is the utility model schematic perspective view（Embodiment one）；
Attached drawing 2 is the utility model schematic top plan view（Embodiment one）；
Attached drawing 3 is the utility model schematic top plan view（Embodiment two）；
Attached drawing 4 is the utility model schematic top plan view（Embodiment three）；
Attached drawing 5 is the utility model schematic top plan view（Example IV）；
Attached drawing 6 is the utility model schematic top plan view（Embodiment five）；
Attached drawing 7 is the utility model schematic top plan view（Embodiment six）；
Attached drawing 8 is the utility model schematic top plan view（Embodiment seven）；
Attached drawing 9 is the utility model schematic top plan view（Embodiment eight）；
Attached drawing 10 is the utility model schematic top plan view（Embodiment nine）；
Attached drawing 11 is the utility model schematic top plan view（Embodiment ten）；
Attached drawing 12 is the utility model schematic top plan view（Embodiment 11）；
Attached drawing 13 is the utility model schematic top plan view（Embodiment 12）；
Attached drawing 14 is the utility model schematic top plan view（Embodiment 13）；
Attached drawing 15 is the utility model schematic top plan view（Embodiment 14）；
Attached drawing 16 is the utility model schematic top plan view（Embodiment 15）；
Attached drawing 17 is the utility model schematic top plan view（Embodiment 16）；
Attached drawing 18 is the utility model schematic top plan view（Embodiment 17）；
Attached drawing 19 is the utility model spiling schematic perspective view；
Attached drawing 20 is the utility model spiling top view；
Attached drawing 21 is the cross-sectional view of the reinforcement frame of stress stake（Embodiment two）；
Attached drawing 22 is the schematic perspective view of the reinforcement frame of stress stake（Embodiment two, for the ease of seeing substantially moulding clearly, saves
Which part rod piece is omited）；
Attached drawing 23 is the schematic perspective view of the utility model（Embodiment three）；
Attached drawing 24 is stress stake and the top view of spiling（Embodiment two）；
Attached drawing 25 is stress stake and the top view of spiling（Embodiment two）；
Attached drawing 26 is the utility model stress stake schematic top plan view（Embodiment 18）；
Attached drawing 27 is the utility model stress stake schematic top plan view（Embodiment 19）；
Attached drawing 28 is the utility model stress stake schematic top plan view（Embodiment 20）；
Attached drawing 29 is the utility model stress stake schematic top plan view（Embodiment 21）；
Attached drawing 30 is the utility model stress stake schematic top plan view（Embodiment 22）；
Attached drawing 31 is the utility model stress stake schematic top plan view（Embodiment 23）；
Wherein：1st, stress stake；11st, slot；12nd, stress stake through hole；131st, framework main body；132nd, deep framing；14th, stress
Stake cement molding body；
2nd, spiling；21st, interpolating unit；22nd, spiling through hole；23rd, plate Steel Structure；231st, steel bushing；241st, Grouting Pipe；
242nd, grout outlet.
Embodiment
As shown in the drawings, a kind of ecoscape combination shore protection, includes the pile body of two kinds of specifications：Stress stake 1, for institute
State the spiling 2 for earth-retaining sealing in mating connection of stress stake 1.Stress stake 1 is by reinforcement frame, concrete prefabricated forms.
Likewise, spiling 2 is also by plate Steel Structure 23, concrete prefabricated forms.It is connected between each two stress stake 1 for earth-retaining
The spiling 2 of sealing, as shown in attached drawing 1,23.I.e. stress stake 1, spiling 2, stress stake 1, spiling 2 ... are so arranged at intervals.
Slot 11 on one in the stress stake 1, the spiling 2 two at least with a Longitudinal extending, two
At least have a Longitudinal extending, shape corresponding with the accordingly slot 11 on another in a and matched interpolating unit 21.
A slot 11 is opened up in stress stake 1, the spiling 2 or an interpolating unit 21 is set, is usually disposed on platoon shore protection stake
End.As shown in the drawings, it is routinely that the slot 11 has two or two groups, is arranged at the stress stake 1, the spiling
The left and right sides of one in 2 two, correspondingly, the interpolating unit 21 has two or two groups, is arranged at the stress stake 1, institute
State another the left and right sides in spiling 2 two.As shown in attached drawing 1-8, attached drawing 10-13, in the middle part of the left and right sides of stress stake 1
It is recessed inwardly, forms the slot 11 penetrated up and down；The interpolating unit that outwardly formation extends up and down in the middle part of the left and right sides of spiling 2
21.Shown in attached drawing 9, the slot 11 is opened in the left and right sides rear positions of stress stake 1.Shown in attached drawing 14-17, stress stake 1
All there is a group slot 11 per side in the left and right sides, all there are two per group slot 11.Shown in attached drawing 18, the left and right of spiling 2
Both sides are provided with slot, and the left and right sides of corresponding stress stake 1 is provided with plug.11 shape of slot is unlimited, can be cross section one
The rectangular channel of side opening, as shown in attached drawing 7,8,11,13-15；Dovetail groove, as shown in attached drawing 1,2；Cydariform groove, such as the institute of attached drawing 10
Show；Elliptical slot, as shown in Figure 5；Arc groove, as shown in attached drawing 3,16,17；Dovetail groove, as shown in Figure 12, or kidney-shaped
Groove, as shown in attached drawing 4,6,9, the cross section moulding of interpolating unit 21 is engaged with the cross section moulding of slot 11.Multiple stress stakes 1,
Spiling 2 forms revetment after coordinating by slot 11, interpolating unit 21.Since stress is mainly in stress stake 1, spiling 2 is used
In earth-retaining sealing, the function that both rise differs, thus the size requirement of spiling 2 is different from stress stake 1：Such as attached drawing
Shown in 1, the longitudinal length of spiling 2, is shorter than the longitudinal length of stress stake 1；As shown in Figure 2, the anteroposterior dimension of spiling 2 is
A, the anteroposterior dimension of stress stake 1 is b, and a is preferred the 1/2 of b.
As shown in Figure 1, the different stress stake 1 of size, spiling 2 are when squeezing into soil, relative in the prior art
All squeezed into using the pile body of identical size in soil, inherently weaken soil compaction effect.
As shown in Figure 2-4, the reinforcement frame of the stress stake 1 including Longitudinal extending, prefabricated be arranged at the reinforcing bar structure
Interior stress stake cement molding body 14 is wrapped on frame and by the reinforcement frame.Cage reinforcement frame is compiled for ease of machinery, such as
Attached drawing 2-4,21,22, shown in 24-29, it is in hollow square or rectangular that the reinforcement frame, which is included positioned at middle cross section,
Framework main body 131, two deep framings from the two neighboring corner of 131 homonymy of framework main body to same outside that protruded from
132, form the space of the corresponding slot 11 between two deep framings 132, and the deep framing 132 of the side two
Opposite face is preferably slope surface.Framework main body 131 is set in left and right sides corner protruding respectively due to being the shape of rule
Deep framing 132, be integrally still rule shape.It is easy to machinery and compiles cage, manufacture craft is simplified, and it is extensive to be easy to tissue
Production.The left and right sides portion of the framework main body 131 has outwardly directed two deep framings 132 respectively.Deep framing 132
On the one hand it is to enhance integrally-built anti-bending strength；On the other hand, sheet pile grafting is also allowed for and connected, realizes the transmission of power,
To adapt to the functional requirement of pattern foundation pit supporting structure, bank protection, shore protection, thus the bending resistance for forming the grafting one by one of stress stake and spiling combine by
Power stake, for use in the project based on the bending resistances such as supporting.
Alternatively, as shown in Figure 15, the reinforcement frame is included positioned at middle cross section in hollow square or rectangular
The framework main body 131 of shape, the phase from the outwardly multiple deep framings 132 in the same outside of the framework main body 131, often side
The space of the corresponding slot 11 is formed between adjacent two deep framings 132.Framework main body 131 is due to being regular shape
Shape, and outwardly directed multiple deep framings 132 are set respectively in the left and right sides, integrally it is still the shape of rule.It is easy to machine
Tool compiles cage, and manufacture craft is simplified, and is easy to tissue large-scale production.The left and right sides portion of the framework main body 131 has respectively
Outwardly directed two deep framings 132.Likewise, 132 one side of deep framing is to enhance integrally-built anti-bending strength；
On the other hand, sheet pile grafting is also allowed for and connected, realizes the transmission of power.
Framework main body 131 is that whole longitudinal direction is all hollow, can use flospinning manufacture craft, intensity is high, and work efficiency is good, is easy to
Large-scale quickly produces.Centrifugation processing is kind of a ripe technique, be will herein be described in detail.After flospinning processing, the stress stake 1
The stress stake through hole 12 that longitudinally penetrates of middle part self-assembling formation.
Certainly, spiling 2 can also use middle part centrifugation processing method, make it have longitudinal direction and penetrate under the occasion of needs
Spiling through hole 22.When stress stake 1, spiling 2 are being squeezed into soil, soil plug effect can be produced, soil can pierce stress
In stake through hole 12, spiling through hole 22.Weaken soil compaction effect.Obvious, when soil fills in effect, stress stake through hole 12 leads to spiling
Earth surfaces of the mud position less than stress stake 1 with the contact of spiling 2 in hole 22, and lead in stress stake through hole 12 with spiling
The top of hole 22 forms cavity, easy to seal, and then can install tie-beam on the top.
On stress stake 1, the moulding of the forward and backward side of spiling 2.Stress stake 1 and/or the front and rear sides face of spiling 2
In at least one side be it is transversal face out the arch face to arch upward or the concave surface being recessed inwardly, be all nonplanar.The arch face or
Concave surface, can be arc transition or surface has corner angle fin face.It is specific detailed, as attached drawing 4,7-9,14-18,
30th, shown in 31, Ke Yishi, at least one side for outwardly arch face or concaves in 2 front and rear sides face of stress stake 1 or spiling
Pouch face；Can also be that as shown in attached drawing 5,6, at least one side includes position in 2 front and rear sides face of stress stake 1 and/or spiling
Two slope surfaces in corner, the median surface being connected between two slope surfaces, median surface are plane or outwardly or concave
Sunken arcwall face.When many spilings 2, stress stake 1 be spaced successively it is assembled form revetment after, due to slot 11 and interpolating unit 21 it
Between be not to be fitted close, but clearance fit, thus be possible to that opposite position can be produced between adjacent stress stake 1, spiling 2
The deviation put, nonplanar Outline modelling, can weaken stress stake 1, the vision effect that 2 relative position deviation of spiling produces
Fruit.
Spiling 2 is preferably one piece of solid tabular.As shown in attached drawing 19,20,24,25, the spiling 2 is vertical including it
To extension and cross section in flat plate Steel Structure 23, prefabricated be arranged on the plate Steel Structure 23 and by the plate
Steel Structure 23 is wrapped in interior plate cement molding body, and the top of the plate Steel Structure 23 of the spiling 2 is provided with multiple open
Mouth is used for the steel bushing 231 for connecting Guan Liang upward, and the steel bushing 231 is connected with air.For connecting Guan Liang.
As shown in attached drawing 19,20, for the high occasion of waterproof requirement, using in the left and right sides part of the spiling 2
Not Ju You the Grouting Pipe 241 that extends along above-below direction of length, be respectively arranged with each Grouting Pipe 241 multiple along upper and lower
The grout outlet 242 set to distribution, the length of each grout outlet 242 extends along left and right directions, and grout outlet 242, slip casting
Pipe 241 is connected with air, by high-pressure pump by cement mortar by being squeezed into Grouting Pipe 241, then from the grout outlet 242 to outflow
Go out, water-proofing treatment is carried out so as to fulfill the seam crossing coordinated in the slot and interpolating unit.Bubble can be set in grout outlet 242
The fillers such as foam sponge, avoid making the blocking of the occasions such as processing, in use, can first be punctured.
Since spiling 2 is mainly the effect of earth-retaining sealing, there is no the effect of stress support, the spiling 2 is work(
The stake of energy property, ecological stake, decoration stake etc..Thus corresponding function, such as top in spiling 2 can be preferably provided with spiling 2
It is from left to right or from right to left elevated step surface successively.Bank is climbed up easy to persons falling in water.Lifesaving staircase can be also set, rescued
Hydrologic monitoring device, and/or the spiling 2 are installed at least one of generating apparatus interface, and/or the spiling 2
On the installation space of hydrologic monitoring device is installed.With the growth and breeding for bank life animal or plant on the spiling 2
Inclined permeable hole.Landscape lamp device is provided with the spiling 2 or the lamp for installing landscape lighting fixture is installed
Decorative pattern is provided with hole, and/or the spiling 2.
Utility model provides a kind of technical solution of new ecoscape combination shore protection, mainly by stress stake and spiling
Forming, connected between each two stress stake by the spiling for earth-retaining sealing, stress stake uses two kinds of specifications with spiling,
It can meet the requirement of shore protection, supporting stress, the construction method that construction is beaten using jumping, so as to weaken soil compaction effect, positioning accuracy is high,
The face effect of shaping is good.The utility model can use machinery to compile cage, centrifugation pile, high-pressure curing, and manufacture craft is simple, is easy to group
Knit large-scale production.Middle hole has soil plug effect in the construction process, without fetching earth, makees easy to later stage bar planting, Guan Liang of bearing down on one
Industry.The shore protection stake that stake is connected with stake is compared, stress stake is on the basis of mechanical property is met, using connecting plate to interval construction
Stress stake is attached, and can be met mechanical property but also be played the role of that project cost is greatly reduced.
As above, we are illustrated fully according to the objective of the utility model, but the utility model is not limited to
State embodiment and implementation.The practitioner of correlative technology field can the technological thought of the utility model license in the range of into
Row different change and implementation.
Claims (14)
1. a kind of ecoscape combines shore protection, it is characterised in that：Including stress stake（1）, for the stress stake（1）It is engaged
The spiling for earth-retaining sealing of connection（2）, the stress stake（1）, the spiling（2）At least have on one in two
There is the slot of a Longitudinal extending（11）, at least have on another in two Longitudinal extending, shape with it is corresponding described
Slot（11）Corresponding and matched interpolating unit（21）.
2. ecoscape according to claim 1 combines shore protection, it is characterised in that：The slot（11）With two or two
Group, is arranged at the stress stake（1）, the spiling（2）The left and right sides of one in two, the interpolating unit（21）With two
Or two groups, it is arranged at the stress stake（1）, the spiling（2）The left and right sides of another in two, the spiling
（2）Longitudinal length, be shorter than the stress stake（1）Longitudinal length.
3. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）Anteroposterior dimension
For a, the stress stake（1）Anteroposterior dimension be b, a is in the range of the 1/4-3/4 of b.
4. ecoscape according to claim 1 combines shore protection, it is characterised in that：The stress stake（1）Prolong including longitudinal direction
The reinforcement frame stretched, prefabricated be arranged on the reinforcement frame and the reinforcement frame be wrapped in interior stress stake cement moulding
Body（14）, the reinforcement frame is including being located at the framework main body that middle cross section is in hollow square or rectangular（131）, from
The framework main body（131）Two deep framings that the two neighboring corner of homonymy is protruded to same outside（132）, described in two
Deep framing（132）Between form the corresponding slot（11）Space.
5. ecoscape according to claim 1 combines shore protection, it is characterised in that：The stress stake（1）Prolong including longitudinal direction
The reinforcement frame stretched, prefabricated be arranged on the reinforcement frame and the reinforcement frame be wrapped in interior stress stake cement moulding
Body（14）, the reinforcement frame is including being located at the framework main body that middle cross section is in hollow square or rectangular（131）, from
The framework main body（131）The outwardly multiple deep framings in same outside（132）, the two neighboring reinforcement per side
Framework（132）Between form the corresponding slot（11）Space.
6. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）The left and right sides
Portion has the Grouting Pipe that length extends along above-below direction respectively（241）, each Grouting Pipe（241）On be respectively arranged with multiple edges
The grout outlet that above-below direction distribution is set（242）, each grout outlet（242）Length extend along left and right directions, and go out
Slurry pipe（242）, Grouting Pipe（241）It is connected with air, passes through the Grouting Pipe（241）With the grout outlet（242）Realizing
Seam crossing when the slot and interpolating unit coordinate carries out water-proofing treatment.
7. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）Top set
There are multiple opening up steel bushings for being used to connect Guan Liang（231）, the steel bushing（231）It is connected with air.
8. ecoscape according to claim 7 combines shore protection, it is characterised in that：The spiling（2）Prolong including longitudinal direction
The plate Steel Structure stretched（23）, prefabricated be arranged at the plate Steel Structure（23）It is upper and by the plate Steel Structure（23）It is wrapped in
Interior plate cement molding body, the steel bushing（231）It is fixed on the Steel Structure（23）Top.
9. ecoscape according to claim 1 combines shore protection, it is characterised in that：The slot（11）For cross section side
Rectangular channel, dovetail groove, elliptical slot, arc groove, dovetail groove, cydariform groove or the kidney slot of opening, the interpolating unit（21）It is transversal
Face moulding and the slot（11）Cross section moulding match.
10. ecoscape according to claim 1 combines shore protection, it is characterised in that：The stress stake（1）It is and/or described
Spiling（2）Front and rear sides face at least one side be transversal to face out the arch face to arch upward or the concave surface being recessed inwardly.
11. ecoscape according to claim 1 combines shore protection, it is characterised in that：The stress stake（1）It is and/or described
Spiling（2）At least one side includes two slope surfaces positioned at left and right corner, is connected to two slopes in the face of front and rear sides
Median surface between face, the median surface is plane, the arch face outwards to arch upward or the concave surface being recessed inwardly.
12. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）For feature
Stake, it is with least one of step, lifesaving staircase, lifesaving appliance interface, and/or the spiling（2）On water is installed
Literary monitoring device, and/or the spiling（2）On the installation space of hydrologic monitoring device is installed.
13. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）For ecological stake,
The spiling（2）The inclined permeable hole of the upper growth and breeding with for bank life animal or plant.
14. ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）To decorate stake,
The spiling（2）On be provided with landscape lamp device or the lamp mounting hole for installing landscape lighting fixture, and/or described insert
Sheet pile（2）On be provided with decorative pattern.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710500933 | 2017-06-27 | ||
| CN2017105009330 | 2017-06-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260068U true CN207260068U (en) | 2018-04-20 |
Family
ID=60309547
Family Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710652562.8A Pending CN107366254A (en) | 2017-06-27 | 2017-08-02 | Ecoscape combines shore protection |
| CN201720960954.6U Active CN207260130U (en) | 2017-06-27 | 2017-08-02 | Waterproof insertion board stake for ecoscape combination shore protection |
| CN201720959266.8U Active CN207260068U (en) | 2017-06-27 | 2017-08-02 | Ecoscape combines shore protection |
| CN201720958746.2U Active CN207260132U (en) | 2017-06-27 | 2017-08-02 | Spiling for ecoscape combination shore protection |
| CN201720959144.9U Active CN207260084U (en) | 2017-06-27 | 2017-08-02 | The stress stake in shore protection is combined for ecoscape |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710652562.8A Pending CN107366254A (en) | 2017-06-27 | 2017-08-02 | Ecoscape combines shore protection |
| CN201720960954.6U Active CN207260130U (en) | 2017-06-27 | 2017-08-02 | Waterproof insertion board stake for ecoscape combination shore protection |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720958746.2U Active CN207260132U (en) | 2017-06-27 | 2017-08-02 | Spiling for ecoscape combination shore protection |
| CN201720959144.9U Active CN207260084U (en) | 2017-06-27 | 2017-08-02 | The stress stake in shore protection is combined for ecoscape |
Country Status (1)
| Country | Link |
|---|---|
| CN (5) | CN107366254A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366254A (en) * | 2017-06-27 | 2017-11-21 | 吴健 | Ecoscape combines shore protection |
| CN109338988A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Unilateral aileron formula ecotype groynes |
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| CN107366254A (en) * | 2017-06-27 | 2017-11-21 | 吴健 | Ecoscape combines shore protection |
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- 2017-08-02 CN CN201710652562.8A patent/CN107366254A/en active Pending
- 2017-08-02 CN CN201720960954.6U patent/CN207260130U/en active Active
- 2017-08-02 CN CN201720959266.8U patent/CN207260068U/en active Active
- 2017-08-02 CN CN201720958746.2U patent/CN207260132U/en active Active
- 2017-08-02 CN CN201720959144.9U patent/CN207260084U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366254A (en) * | 2017-06-27 | 2017-11-21 | 吴健 | Ecoscape combines shore protection |
| CN109338988A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Unilateral aileron formula ecotype groynes |
| CN109338988B (en) * | 2018-11-21 | 2024-01-23 | 交通运输部天津水运工程科学研究所 | Single-side wing wall type ecological type spur dike |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207260130U (en) | 2018-04-20 |
| CN207260132U (en) | 2018-04-20 |
| CN207260084U (en) | 2018-04-20 |
| CN107366254A (en) | 2017-11-21 |
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Effective date of registration: 20200102 Address after: 212400 in the plant area of Jianhua building materials (China) Co., Ltd., Yanjiang Development Zone, Xiashu Town, Jurong City, Zhenjiang City, Jiangsu Province Co-patentee after: New Mstar Technology Ltd, Mai Mai Gallery, Jiangsu Patentee after: Jianhua Building Materials Technology (Jiangsu) Co., Ltd. Address before: 215000 room 503, building 988, sports road, Wujiang District, Jiangsu, Suzhou Patentee before: Wu Jian |