CN107988994A - Universal prestressing force ecoscape combines shore protection - Google Patents
Universal prestressing force ecoscape combines shore protection Download PDFInfo
- Publication number
- CN107988994A CN107988994A CN201710698211.0A CN201710698211A CN107988994A CN 107988994 A CN107988994 A CN 107988994A CN 201710698211 A CN201710698211 A CN 201710698211A CN 107988994 A CN107988994 A CN 107988994A
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- Prior art keywords
- spiling
- stake
- shore protection
- prestressing force
- universal
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Links
- 238000007789 sealing Methods 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 239000011440 grout Substances 0.000 claims description 14
- 238000000465 moulding Methods 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 7
- 238000004078 waterproofing Methods 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 claims description 2
- 238000005034 decoration Methods 0.000 claims description 2
- 238000012544 monitoring process Methods 0.000 claims description 2
- 230000008635 plant growth Effects 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 18
- 239000002689 soil Substances 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 9
- 238000005056 compaction Methods 0.000 abstract description 6
- 238000007493 shaping process Methods 0.000 abstract description 2
- 239000011513 prestressed concrete Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012806 monitoring device Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005119 centrifugation Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 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
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000008569 process 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
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
- E02D5/12—Locking forms; Edge joints; Pile crossings; Branch pieces
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
A kind of universal prestressing force ecoscape combination shore protection, including stress stake, it is connected to the spiling for earth-retaining sealing between two neighboring stress stake, there is at least one arc groove, the spiling has the arc convex to match with the arc groove in the stress stake.The present invention provides a kind of technical solution of new universal prestressing force 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, it can meet the requirement of shore protection, supporting stress, and due to the construction method beaten during construction using jump, so as to also weaken soil compaction effect, positioning accuracy is high, and the face effect of shaping is good.And arc convex is engaged with arc groove, the contact area between two arcwall faces of adjustment is realized, realize the function that corner turns round.
Description
Technical field
The present invention relates to a kind of universal prestressing force ecoscape combination shore protection.
Background technology
Shore protection currently on the market is made a general survey of, such as U-shaped board stake, wavy, BT H-type prestressed-concrete pile shore protection is adopted
Connected with 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, and the structure such as tenon and fourth of the twelve Earthly Branches mouthful, causes manually compile cage, and mechanization degree is low, and can not be from
Heart pile, pile quality can not ensure；In construction, soil compaction effect protrudes, and location difficulty of constructing, facade effect can not ensure.
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.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of universal prestressing force ecoscape combination shore protection.
In order to solve the above-mentioned technical problem, a kind of technical solution for using of the present invention is：A kind of universal prestressing force ecological landscape
See combination shore protection, including stress stake, be connected to the spiling for being used for earth-retaining sealing between the two neighboring stress stake, it is described by
Arc groove is provided with power stake, there is the arc convex to match with the arc groove on the spiling.
In some embodiments, the arc groove at least two.
In some embodiments, the arc groove is four, is oppositely disposed in the surrounding of the stress stake.
In some embodiments, two stress stake side walls of each arc groove adjoining stretch out to form the friendship at right angle
Line L, the both ends of the arc groove are unequal to the distance of the intersection L respectively.
In some embodiments, the point on the basis of the center line of the stress stake, per phase in four arc grooves
Two adjacent symmetrical settings of arc groove.
In some embodiments, the arc convex on the spiling has two, is relatively symmetrically arranged at described insert
The both sides of sheet pile, each arc convex is obliquely installed, so as to form point in the both sides of the spiling.
In some embodiments, the radian of the arc groove is less than 180 degree, and with the radian phase of the arc convex
Matching.
In some embodiments, the stress stake include reinforcing bar main body, it is prefabricated be arranged in the reinforcing bar main body and will
The reinforcing bar main body is wrapped in interior cement molding body, and the reinforcing bar body cross-section is set in two rectangular cross, the arc
Connected in star is located in the angle of the cross reinforcing bar main body.
In some embodiments, it is circular steering spiling to further include peripheral section, the arc for turning to spiling
Degree matches with arc groove.
In some embodiments, the spiling is to have the function of life-saving functions, hydrologic monitoring, beneficial to animal and plant growth
The earth-retaining water stopping function stake of at least one of function and decoration functions functional structure device.
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 and carry out water-proofing treatment in the seam crossing coordinated with the stress stake.
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 top of the plate Steel Structure is fixed
There are multiple opening up steel bushings for being used to connect Guan Liang, the steel bushing is connected with air.
The scope of the present invention, however it is not limited to the technical solution that the particular combination of above-mentioned technical characteristic forms, while should also contain
Cover the other technical solutions for being combined and being formed by above-mentioned technical characteristic or its equivalent feature.Such as features described above and sheet
Disclosed in application（But it is not limited to）Technical solution that technical characteristic with similar functions is replaced mutually and formed etc..
Since above-mentioned technical proposal is used, the present invention has following advantages compared with prior art：The present invention provides one
The technical solution of kind of new universal prestressing force ecoscape combination shore protection, is mainly made of stress stake with spiling, each two by
Connected between power stake by the spiling for earth-retaining sealing, stress stake and spiling use two kinds of specifications, can meet shore protection,
The requirement of supporting stress, and due to the construction method beaten during construction using jump, so as to also weaken soil compaction effect, positioning accuracy is high,
The face effect of shaping is good.And arc convex is engaged with arc groove, by adjusting the contact area between two arcwall faces,
It can realize the function that corner turns round.
Brief description of the drawings
Attached drawing 1 is top view of the present invention（Moulding embodiment one, corner are realized by using arc contact surface is adjusted）；
Attached drawing 2 is top view of the present invention（Moulding embodiment two）；
Attached drawing 3 is top view of the present invention（Moulding embodiment three）；
Attached drawing 4 is top view of the present invention（Moulding embodiment one, corner is using steering connection stake）；
Attached drawing 5 is top view of the present invention（Moulding embodiment one, corner is using turning stake）；
Attached drawing 6 is top view of the present invention（Moulding embodiment one, corner are realized by using spiling anti-plug）；
Attached drawing 7 is various functions schematic diagram on spiling；
Attached drawing 8 is front schematic view of the present invention；
Attached drawing 9 is schematic perspective view of the present invention；
Wherein：1st, stress stake；11st, arc groove；12nd, stress stake through hole；13rd, reinforcing bar main body；14th, cement molding body；2nd, plate
Stake；21st, arc convex;22nd, lifesaving staircase；23rd, plate Steel Structure；231st, steel bushing；241st, Grouting Pipe；242nd, grout outlet；
25th, landscape lamp device；26th, permeable hole；3rd, spiling is turned to；4th, turning stake.
Embodiment
As shown in the drawings, a kind of universal prestressing force ecoscape combination shore protection, includes the pile body of two kinds of specifications：Stress stake
1st, for the spiling 2 for earth-retaining sealing in mating connection with stress stake 1.Stress stake 1 and spiling 2 are by steel structure respectively
Frame, concrete prefabricated form.By the spiling 2 for earth-retaining sealing between each two stress stake 1, i.e., stress stake 1, spiling 2,
Stress stake 1, spiling 2 ... are arranged at intervals.There is the arc groove 11 of Longitudinal extending, the left and right sides of spiling 2 in stress stake 1
There is Longitudinal extending, the arc convex 21 with corresponding 11 inconsistent cooperation of arc groove respectively, arc convex 21 refers to that end face is in
Arc.
Multiple stress stakes 1, spiling 2 form shore protection after coordinating by arc groove 11, arc convex 21.
Since stress is mainly in stress stake 1, spiling 2 is used for earth-retaining sealing, the function that both rise not phase
Together, thus spiling 2 size requirement be different from stress stake 1.Such as, the longitudinal length of spiling 2, is shorter than the longitudinal direction of stress stake 1
Length；The anteroposterior dimension of spiling 2 is 1/2 or so of the anteroposterior dimension of stress stake 1.
The different stress stake 1 of size, spiling 2 all use identical size when squeezing into soil, relative to the prior art
Pile body, inherently weaken soil compaction effect.
The arc groove 11 is four, is oppositely disposed in the surrounding of the stress stake 1.Each arc groove 11 abuts
Two stress stake side walls stretch out to form the intersection L at right angle, the both ends of the arc groove 11 respectively to the intersection L away from
From unequal.The point on the basis of the center line of the stress stake 1, it is recessed per two adjacent arcs in four arc grooves 11
11 symmetrical setting of groove.Two edges of the arc groove 11 are directly connected to the peripheral wall of the stress stake 1.It is easy to and plate
Stake 2, which coordinates, realizes corners.
The stress stake 1 includes reinforcing bar main body 13, prefabricated be arranged in the reinforcing bar main body 13 and wrap the reinforcing bar main body 13
Interior cement molding body 14 is rolled in, 13 cross section of reinforcing bar main body is set in two rectangular cross, each arc groove
11 in the angle of the cross reinforcing bar main body 13.Reinforcing bar main body 13 due to be rule shape, be easy to machinery compile cage, and
Flospinning manufacture craft can be used, intensity is high, and work efficiency is good, is easy to large-scale and quickly produces.The middle part tool of reinforcing bar main body 13
There is the stress stake through hole 12 longitudinally penetrated.When stress stake 1 is being squeezed into soil, can produce soil plug effect, soil can pierce by
Power stake through hole 12.Further weaken soil compaction effect.And soil plug effect, the mud position in stress stake through hole 12 is less than soil table
Face, and the top of stress stake through hole 12 forms cavity, just uses sealing, and then can install coupling beam on the top.
As shown in Figure 4, further include peripheral section for it is circular turn to connect stake 3, it is described turn to connection stake 3 radian with
Arc groove 11 matches.Realize turning.Turning to has eventually in connection stake 3 to the centrifugal hole of extension.
As shown in Figure 7, since spiling 2 does not play stress.Main function is to play earth-retaining sealing.Thus
Herein, it is also used as function stake use.Lifesaving staircase 22 is such as provided with spiling 2, is captured easy to persons falling in water.Together
The rescue action of sample, sets step, lifebuoy interface such as on the spiling 2.
As shown in Figure 7, it is also possible that having the inclination of the growth and breeding for bank life animal or plant on the spiling 2
Penetrate front and rear permeable hole 26, there are angle a, the angle a between the center line and horizontal plane of the permeable hole 26
For 30 ° -60 °.Permeable 26 side of hole for the toy on bank, plant and growth, increases human interest, beautifies ring against bank
Border.
As shown in Figure 7, it is also possible that being provided with landscape lamp device 25 on the spiling 2 or for installing Landscape Lamp
The lamp mounting hole of electro-optical device.Landscape lamp device 25 can be just positioned in 2 pile body of spiling, be just combined after casting in processing
Together, or lamp mounting hole can also directly be reserved.Client lifts the U.S. on night riverbank according to installation Landscape Lamp oneself is needed
See effect.
As shown in Figure 8, it is provided with decorative pattern on the plate 2.
It is not shown, it is provided with the spiling 2 on hydrologic monitoring device, and/or the spiling 2 and hydrology prison is installed
Survey the installation space of device.As Landscape Lamp, hydrologic monitoring device is also common technology in itself, can be fabricated directly into one
Body, can also reserve installation space, subsequent installation.
As shown in Figure 7, it is also possible that the left and right sides portion of the spiling 2 is respectively arranged with length along above-below direction
The Grouting Pipe 241 of extension, multiple grout outlets 242 set along above-below direction distribution are respectively arranged with each Grouting Pipe 241,
The length of each grout outlet 242 extends along left and right directions, and grout outlet 242, Grouting Pipe 241 are connected with air, pass through
The Grouting Pipe 241 is being realized in the seam crossing progress water-proofing treatment coordinated with the stress stake with the grout outlet 242.When
After squeezing into spiling 2 among two neighboring stress stake, for the high occasion of waterproof requirement, toward Grouting Pipe 241 in pass through high-pressure pump
Cement mortar is injected, is flowed out by grout outlet 242, so that filling concrete is starched in the gap between stress stake 1 and spiling 2, into
Row water-proofing treatment, good water-proof effect, and also it is easy to operate.The destructibles such as foam sponge can be set to fill in grout outlet 242
Thing, avoids making the blocking of the occasions such as processing, in use, can first be punctured.
As shown in Figure 7, it is also possible that the plate Steel Structure 23 of the spiling 2 including Longitudinal extending, prefabricated being arranged at institute
State on plate Steel Structure 23 and the plate Steel Structure 23 is wrapped in interior plate cement molding body, the plate Steel Structure 23
Top be fixedly installed multiple opening up steel bushings 231, the steel bushing 231 is connected with air.In steel bushing 231
Reinforcing bar can be interted, casting cement is used to connect Guan Liang.
Stress stake in universal prestressing force ecoscape combination shore protection compiles cage, centrifugation pile, high-pressure curing, system using machinery
It is simple to make technique, is easy to tissue large-scale production.Middle hole has soil plug effect in the construction process, without fetching earth, after being easy to
Phase bar planting, Guan Liang of bearing down on one operation.
As above, we are illustrated fully according to spirit of the invention, but the present invention is not limited to above-described embodiment
And implementation.The practitioner of correlative technology field can carry out different changes in the range of the technological thought license of the present invention
And implement.
Claims (12)
- A kind of 1. universal prestressing force ecoscape combination shore protection, it is characterised in that：Including stress stake（1）, be connected to it is two neighboring The stress stake（1）Between be used for earth-retaining sealing spiling（2）, the stress stake（1）On be provided with arc groove（11）, institute State spiling（2）It is upper to have and the arc groove（11）The arc convex to match（21）.
- 2. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）At least two.
- 3. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）For four, it is oppositely disposed in the stress stake（1）Surrounding.
- 4. universal prestressing force ecoscape combination shore protection according to claim 3, it is characterised in that：With the stress stake （1）Center line on the basis of point, four arc grooves（11）In per two adjacent arc grooves（11）Symmetrical setting.
- 5. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：Each arc groove （11）Two adjacent stress stake side walls stretch out to form the intersection L at right angle, the arc groove（11）Both ends respectively to institute The distance for stating intersection L is unequal.
- 6. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：The spiling（2） On arc convex（21）With two, the spiling is relatively symmetrically arranged at（2）Both sides, each arc convex （21）It is obliquely installed, so that in the spiling（2）Both sides formed point.
- 7. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）Radian be less than 180 degree, and with the arc convex（21）Radian match.
- 8. universal prestressing force ecoscape combination shore protection according to claim 1, it is characterised in that：The stress stake（1） Including reinforcing bar main body（13）, prefabricated be arranged at the reinforcing bar main body（13）It is upper and by the reinforcing bar main body（13）It is wrapped in interior water Mud molding body（14）, the reinforcing bar main body（13）Cross section is set in two rectangular cross, the arc groove（11）Positioned at institute State cross reinforcing bar main body（13）Angle in.
- 9. the universal prestressing force ecoscape stated according to claim 1 combines shore protection, it is characterised in that：Further including peripheral section is It is circular to turn to connection stake（3）, it is described to turn to connection stake（3）Radian and arc groove（11）Match.
- 10. prestressing force ecoscape according to claim 1 combines shore protection, it is characterised in that：The spiling（2）For tool There are life-saving functions, hydrologic monitoring function, beneficial at least one of animal and plant growth function and decoration functions functional structure device Earth-retaining water stopping function stake.
- 11. 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 Water-proofing treatment is carried out in the seam crossing coordinated with the stress stake.
- 12. the spiling according to claim 1 for ecoscape combination shore protection, it is characterised in that：The spiling （2）Plate Steel Structure including Longitudinal extending（23）, prefabricated be arranged at the plate Steel Structure（23）It is upper and by the plate steel Framework（23）It is wrapped in interior plate cement molding body, the plate Steel Structure（23）Top be fixed with multiple opening up use In the steel bushing of connection Guan Liang（231）, the steel bushing（231）It is connected with air.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017105009330 | 2017-06-27 | ||
| CN201710500933 | 2017-06-27 | ||
| CN201710652520 | 2017-08-02 | ||
| CN2017106525204 | 2017-08-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107988994A true CN107988994A (en) | 2018-05-04 |
| CN107988994B CN107988994B (en) | 2023-05-16 |
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ID=62029654
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710698211.0A Active CN107988994B (en) | 2017-06-27 | 2017-08-15 | Universal prestress ecological landscape combined revetment |
Country Status (1)
| Country | Link |
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| CN (1) | CN107988994B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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| CN103061334A (en) * | 2013-01-08 | 2013-04-24 | 孔超 | I-section prestressed reinforced concrete support pile by centrifugal pouring |
| CN204023561U (en) * | 2014-06-16 | 2014-12-17 | 福建永强岩土股份有限公司 | The recessed bent cross-section hollow stake of prestressing force |
| CN105544465A (en) * | 2016-01-29 | 2016-05-04 | 俞向阳 | Bank protecting wall |
| CN106013054A (en) * | 2016-07-13 | 2016-10-12 | 福建省大地管桩有限公司 | Ecological prestress concrete plate pile and construction method thereof |
-
2017
- 2017-08-15 CN CN201710698211.0A patent/CN107988994B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191117917A (en) * | 1910-08-16 | 1912-04-11 | Robert Baillie Pearson | An Improvement in Interlocking Metal Sheet Piling. |
| CN103061334A (en) * | 2013-01-08 | 2013-04-24 | 孔超 | I-section prestressed reinforced concrete support pile by centrifugal pouring |
| CN204023561U (en) * | 2014-06-16 | 2014-12-17 | 福建永强岩土股份有限公司 | The recessed bent cross-section hollow stake of prestressing force |
| CN105544465A (en) * | 2016-01-29 | 2016-05-04 | 俞向阳 | Bank protecting wall |
| CN106013054A (en) * | 2016-07-13 | 2016-10-12 | 福建省大地管桩有限公司 | Ecological prestress concrete plate pile and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
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| CN107988994B (en) | 2023-05-16 |
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