CN105672253B - Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this - Google Patents
Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this Download PDFInfo
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- CN105672253B CN105672253B CN201610203893.9A CN201610203893A CN105672253B CN 105672253 B CN105672253 B CN 105672253B CN 201610203893 A CN201610203893 A CN 201610203893A CN 105672253 B CN105672253 B CN 105672253B
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- pile body
- slot
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- 239000004567 concrete Substances 0.000 claims abstract description 59
- 210000002435 tendon Anatomy 0.000 claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 20
- 239000013618 particulate matter Substances 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000008400 supply water Substances 0.000 claims description 3
- 238000005119 centrifugation Methods 0.000 claims description 2
- 230000008595 infiltration Effects 0.000 claims description 2
- 238000001764 infiltration Methods 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 10
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 4
- 241000143060 Americamysis bahia Species 0.000 description 3
- 238000009395 breeding Methods 0.000 description 3
- 230000001488 breeding effect Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000012407 engineering method Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 235000015170 shellfish Nutrition 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
Classifications
-
- 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
-
- 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
- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
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)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of hollow concrete-pile, including concrete pile body, there is inner chamber that is annular in shape and running through along concrete pile body length direction inside concrete pile body, it is characterized in that in the opposite two of which side of concrete pile body, each side is provided with convex tendon or slot alternative one, and convex tendon and slot meet aftermentioned condition：Adjacent two concrete pile bodies can be stitched together by the convex tendon and slot inserting；Multiple extraneous permeable holes with inner chamber of connection are provided with two other opposite side of concrete pile body.Adjacent two concrete pile bodies can be stitched together this concrete-pile beneficial to manufacture bunding protecting wall by convex tendon and slot inserting；The bunding protecting wall such as built using this concrete-pile, river can are penetrated into bunding soil via permeable hole and inner chamber, can also penetrated into via permeable hole and inner chamber in river, more conducively the ecological balance.The invention further relates to the bunding protecting wall using foregoing concrete-pile.
Description
Technical field
The invention belongs to the technical field of the pile foundation engineering of all kinds of architectural structure systems, more particularly to it is a kind of very suitable
Share in the hollow concrete-pile of manufacture embankment protection wall；The invention further relates to using raw made of the hollow concrete-pile
State environment-friendly type bunding protecting wall, this protecting wall are mainly used in the bunding protection of rivers,lakes and seas.
Background technology
Regulation of large-scale hypogee, port and pier quaywall and channel revetment etc., these buildings need pair in construction
Itself or the basic of surrounding building implement to go along with sb. to guard him.The requirement of opposite bank dyke revetment is：High rigidity wall, ecological, environmental protective are easily applied
Work, certainly on the premise of aforementioned condition is met, cost is more low better.
At present frequently with bunding protecting wall have three kinds of forms, the first be using multiple reinforced concrete circular stakes combine
Zinc fractions enclosure wall is inserted after cement mixing pile, is also had using multiple T-shaped stakes or using cement mixing made of SMW engineering methods
Stake insertion Zinc fractions enclosure wall.Because the cement mixing pile of RC Circular stake, T-shaped stake and SMW engineering methods production inserts soil
The maintenance wall formed after earth can not be permeable, it is impossible to meets the ecological, environmental protective requirement of bunding protecting wall.In addition, SMW engineering methods and drilling
Bored concrete pile needs cofferdam to banket when manufacturing enclosure wall, and cost is surprising, and T-shaped stake etc. is limited by its shape, steady when doing bunding protection
It is qualitative unsatisfactory.
Second is its structure such as Application No. CN200680009749.6 by the way of steel sheet pile and its combining wall
The Chinese invention patent of (notification number CN101146960A)《Combined bulkhead》And Application No. CN200480018307.9 is (public
It number is CN1813108A to accuse) Chinese invention patent《The I-shaped sheet pile wall section bar of steel》Disclose similar Guardwall structures.
Load-carrying unit is hot rail manufacture used by patent application disclosed in this two parts, for the connection endpiece of this pestle capitiform is made,
Need to be through processes such as roughing, finish rolling, it is surprising that expensive roll stacks, which are spent,.
The third is the bunding protecting wall for using the H types support pile being sequentially connected each other by muscle groove inserting structure to form,
Such as the Chinese utility model patent of a Patent No. ZL201320461012.5 (notification number CN203559411U)《H type supportings
Stake attachment structure》Such a bunding protecting wall form is just disclosed, the protecting wall form there are more H type support piles to pass through splicing
Structure is gapless successively to be stitched together.Because being tightly combined between stake and stake so that water can hardly penetrate this protection
Wall construction, bunding is blocked completely with river, destroys the ecological balance of river levee.
Therefore it is existing to manufacture the concrete-pile of bunding protecting wall and bunding Guardwall structures can be further improved it is excellent
Change.
The content of the invention
First technical problem to be solved by this invention is provided a kind of very suitable for above-mentioned state of the art
Share in the hollow concrete-pile of manufacture embankment protection wall, the concrete-pile is not only easy to be connected with each other, and also permeable work(
Can, using bunding protecting wall made of the stake river can be made to carry out exchange of moisture with soil on bunding.
Technical scheme is used by the present invention solves above-mentioned technical problem：A kind of hollow concrete-pile, including coagulation
Native pile body, concrete pile body inside have the inner chamber extended along concrete pile body length direction, it is characterised in that the concrete
In the opposite two of which side of pile body, each side is provided with convex tendon or slot alternative one；The concrete pile body is opposite
The permeable hole of multiple extraneous and described inner chambers of connection is provided with two other side.Described inner chamber can be concrete pile body
An internal complete hollow structure, is once manufactured；Described inner chamber can also be a side by concrete pile body
Or the hollow structure that the concave part being molded on pile body and plate, buckle etc. are put together, now, to the plate or button of split
Plate then forms a part for single concrete pile body, then it is extraneous and described interior to offer multiple connections on plate or buckle accordingly
The permeable hole of chamber.Convex tendon and slot meet aftermentioned condition：Adjacent two concrete pile bodies can pass through the convex tendon and slot
Inserting is stitched together.
In the opposite two of which side of above-mentioned concrete pile body, one of side is provided with the convex tendon, another
Side is provided with the slot.It is the optimal set-up mode of convex tendon and slot, and the program only needs a kind of the hollow of structure type
Concrete pile structure achieves that the construction of the bunding protecting wall using this, and construction is more convenient, and save a kind of mould into
This.
The opposite two of which side of above-mentioned concrete pile body is equipped with the convex tendon or the slot.It is convex tendon and
The secondary of slot selects scheme, and the program needs the hollow concrete pile structure of two kinds of structure types to realize the bank using this
The construction of dyke revetment.
The cross section of above-mentioned concrete pile body is rectangle or circle.The most common hollow concrete of above concrete-pile
The cross-sectional profile of stake, not merely limits to profile or other abnormity concrete stakes of foregoing concrete-pile certainly.
As an improvement, the cross section of above-mentioned convex tendon, in outer small interior big trapezoidal, the cross section of the slot is small in outer imperial palace
It is trapezoidal.This opening for allowing for slot has to be gradually reduced from outside to inside, is inserted beneficial to convex tendon in slot, while also causes convex tendon
Closer, trapezoidal convex tendon is combined with slot and slot profile is additionally favorable for the demoulding of the prefabricated pile in shaping manufacture process.
Alternatively, above-mentioned convex tendon is the continuous long rib strip shaped set along concrete pile body length direction.It is continuous long
Rib strip shaped convex tendon can make the mutual inserting of muscle groove inserting structure more firm, and can simplify mould structure.
Alternatively, above-mentioned convex tendon has more and is arranged at intervals up and down along the length direction of concrete pile body, neighbouring
Spacing is formed between two convex tendons.Bunding protecting wall made of the stake is so used, its spacing also may make up the one of penetrating passage
Part, improve permeability rate.
Second technical problem to be solved by this invention, which is to provide one kind, can make river carry out moisture with soil on bunding
The ecological environment-friendly type bunding protecting wall of exchange, this bunding protecting wall is not only firm, has good mechanical property, is additionally favorable for bunding
The ecological balance.
A kind of ecological environment-friendly type bunding protecting wall using foregoing concrete-pile, it is characterised in that：Including more insertion soil
The concrete pile body in earth, it is stitched together by the convex tendon and slot inserting between adjacent two concrete pile bodies,
The permeable hole and inner chamber form the penetrating passage to supply water by concrete pile body.
As an improvement, above-mentioned interior intracavitary is filled with rubble or particulate matter, rubble or particulate matter play medium effect, Yi Mianhe
Water directly washes away bunding soil, prevents soil erosion.
Compared with prior art, the advantage of the invention is that：In the opposite two of which side of concrete pile body, each side
Face is provided with convex tendon or slot alternative one, and adjacent two concrete pile bodies can be stitched together by convex tendon and slot inserting
This concrete-pile is beneficial to manufacture bunding protecting wall；It is extraneous that multiple connections are provided with two other opposite side of concrete pile body
With the permeable hole of inner chamber, the bunding protecting wall such as built using this concrete-pile, river can is oozed via permeable hole and inner chamber
Thoroughly into bunding soil, make the enough moisture of the soil conservation near bunding, in addition, the soil moisture such as near bunding is excessive,
Also it can be penetrated into via permeable hole and inner chamber in river, realize river and the exchange of moisture in bunding soil, furthermore, on protecting wall
Permeable hole and inner chamber can provide boarding and breeding place for the biology such as fishes and shrimps shellfish, finally make the bunding built using this concrete-pile
Protecting wall is more conducive to the ecological balance while anti-bank protection dam effect is played.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram one (square pile) of one embodiment of concrete-pile of the present invention；
Fig. 2 is the dimensional structure diagram two (square pile) of one embodiment of concrete-pile of the present invention；
Fig. 3 is the sectional view (square pile) of one embodiment of concrete-pile of the present invention；
Fig. 4 is the sectional view (rectangle stake) of one embodiment of concrete-pile of the present invention；
Fig. 5 is the dimensional structure diagram one (circle stake) of second embodiment of concrete-pile of the present invention；
Fig. 6 is the dimensional structure diagram two (circle stake) of second embodiment of concrete-pile of the present invention；
Fig. 7 is the sectional view (circle stake) of second embodiment of concrete-pile of the present invention；
Fig. 8 is the dimensional structure diagram (square pile) of one embodiment of bunding protecting wall of the present invention；
Fig. 9 is the structural representation (square pile) of one embodiment of bunding protecting wall of the present invention；
Figure 10 is the structural representation (circle stake) of second embodiment of bunding protecting wall of the present invention.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing embodiment.
As shown in figures 1-4, it is one embodiment of concrete-pile of the present invention.
A kind of hollow concrete-pile, including concrete pile body 1, the inside of concrete pile body 1 have annular in shape and along coagulation
The inner chamber 11 that the native length direction of pile body 1 runs through, (square pile is special to be square for the cross section of concrete pile body 1 in the present embodiment
Rectangular pile), as shown in Figures 1 to 3.Or rectangle, as shown in figure 4, the cross section length of short sides of pile body is 30cm, long side side
A length of 60cm, it is such as square, then the length of side is 60cm, and factorial praluction, for pile body length between 3 meters to 20 meters, inner chamber 11 can
Formed by the way of centrifugation.
In the opposite side of left and right two of concrete pile body 1, one of side is provided with convex tendon 2, and another side is set
There is the slot 3 for the inserting of convex tendon 2.Certain opposite side of left and right two of concrete pile body 1 can also be equipped with convex tendon 2 or be all provided with
There is slot 3.The cross section of convex tendon 2 is in outer small interior big trapezoidal, and the cross section of slot 3 is in small trapezoidal of outer imperial palace.The present embodiment
Middle convex tendon 2 has more and is arranged at intervals up and down along the length direction (Y-direction as shown in the figure) of concrete pile body 1, neighbouring two
Spacing d is formed between convex tendon 2.Certainly, convex tendon 2 is the continuous long rib strip shaped set along concrete pile body (1) length direction.It is convex
Muscle 2 and slot 3 meet aftermentioned condition：Adjacent two concrete pile bodies 1 can be by convex tendon 2 and the inserting of slot 3 splicing one
Rise；The permeable hole 4 of multiple extraneous and described inner chambers 11 of connection is provided with former and later two opposite sides of concrete pile body 1.
In the opposite side of left and right two of concrete pile body 1, each side is provided with convex tendon 2 or the alternative one of slot 3, adjacent
Two concrete pile bodies 1 can be stitched together this concrete-pile beneficial to manufacture bunding protection by convex tendon 2 and the inserting of slot 3
Wall；Multiple extraneous permeable holes 4 with inner chamber 11 of connection are provided with former and later two opposite sides of concrete pile body 1, are such as used
The bunding protecting wall that this concrete-pile is built, river can are penetrated into bunding soil via permeable hole 4 and inner chamber 11, make bank
The enough moisture of soil conservation near dike, in addition, as the soil moisture near bunding is excessive, also can be via permeable hole and inner chamber
Penetrate into river, realize river and the exchange of moisture in bunding soil, furthermore, permeable hole and inner chamber can be fishes and shrimps on protecting wall
The biology such as shellfish provides boarding and breeding place, finally makes playing anti-bank protection dam using the bunding protecting wall that this concrete-pile is built
The ecological balance is more conducive to while effect.
It is second embodiment of concrete-pile of the present invention as shown in Fig. 5~7.
The difference of the present embodiment and one embodiment is：The cross section of concrete pile body 1 is circle.Concrete-pile
The cross-sectional diameter of body 1 is 60 ㎝.
As shown in Figure 8,9, for using the embodiment of the ecological environment-friendly type bunding protecting wall of one embodiment concrete-pile.
Concrete pile bodies 1 in a kind of ecological environment-friendly type bunding protecting wall, including more insertion soil, in the present embodiment
Concrete pile body 1 is square pile, naturally it is also possible to rectangle stake, passes through convex tendon 2 and slot 3 between adjacent two concrete pile bodies 1
Inserting is stitched together, and permeable hole 4 and inner chamber 11 form the penetrating passage 5 to supply water by concrete pile body 1.Certain two convex tendons
The part that spacing d also forms penetrating passage 5 is formed between 2.Rubble or particulate matter are filled with inner chamber 11.Rubble or particulate matter
Do not shown in drawing.
The infiltration lane 5 that this protecting wall can be such that river is formed via permeable hole 4 and inner chamber 11 is penetrated into bunding soil, is made
The enough moisture of soil conservation near bunding, also can be via permeable hole 4, interior in addition, as the soil moisture near bunding is excessive
Chamber 11 and spacing d are penetrated into river, realize the exchange of moisture in river and bunding soil, furthermore, on protecting wall permeable hole and
Inner chamber can provide boarding and breeding place for the biology such as fishes and shrimps shellfish, finally make to exist using the bunding protecting wall that this concrete-pile is built
The ecological balance is more conducive to while playing anti-bank protection dam effect.
As shown in Figure 10, the reality for the present invention using the ecological environment-friendly type bunding protecting wall of second embodiment concrete-pile
Apply example.The difference of the present embodiment and one embodiment is：The cross section of concrete pile body 1 is circle.As round stake
Although the preferred embodiments of the present invention described in detail above, it is to be clearly understood that for this area
Technical staff for, the present invention can have various modifications and variations.That is made within the spirit and principles of the invention appoints
What modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (9)
1. a kind of hollow concrete-pile, including concrete pile body (1), have inside concrete pile body (1) and along concrete-pile
The inner chamber (11) of body (1) length direction extension, inner chamber (11) are formed using centrifugation, it is characterised in that：The concrete-pile
In the opposite two of which side of body (1), each side is provided with convex tendon (2) or slot (3) alternative one；The concrete pile body
(1) permeable hole (4) of multiple extraneous and described inner chambers (11) of connection is provided with two other opposite side.
2. hollow concrete-pile according to claim 1, it is characterised in that：Opposite its of the concrete pile body (1)
In in two sides, one of side is provided with the convex tendon (2), and another side is provided with the slot (3).
3. hollow concrete-pile according to claim 1, it is characterised in that：Opposite its of the concrete pile body (1)
In two sides be equipped with the convex tendon (2) or the slot (3).
4. hollow concrete-pile according to claim 1, it is characterised in that：The cross section of the concrete pile body (1)
For rectangle or circle.
5. hollow concrete-pile according to claim 1, it is characterised in that：The cross section of the convex tendon (2) is in outer small
Interior big trapezoidal, the cross section of the slot (3) is in small trapezoidal of outer imperial palace.
6. hollow concrete-pile according to claim 1, it is characterised in that：The convex tendon (2) is along concrete pile body
(1) the continuous long rib strip shaped that length direction is set.
7. hollow concrete-pile according to claim 1, it is characterised in that：The convex tendon (2) has more and along coagulation
The length direction of native pile body (1) is arranged at intervals up and down, and spacing (d) is formed between neighbouring two convex tendons (2).
A kind of 8. ecological environment-friendly type bunding protecting wall using concrete-pile as claimed in claim 1, it is characterised in that：Including more
The concrete pile body (1) in root insertion soil, by the convex tendon (2) and slotting between adjacent two concrete pile bodies (1)
Groove (3) inserting is stitched together, and the permeable hole (4) and inner chamber (11) form to supply water and led to by the infiltration of concrete pile body (1)
Road (5).
9. ecological environment-friendly type bunding protecting wall according to claim 8, it is characterised in that：It is filled with the inner chamber (11)
Particulate matter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610203893.9A CN105672253B (en) | 2016-04-01 | 2016-04-01 | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610203893.9A CN105672253B (en) | 2016-04-01 | 2016-04-01 | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105672253A CN105672253A (en) | 2016-06-15 |
| CN105672253B true CN105672253B (en) | 2018-02-23 |
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ID=56225831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610203893.9A Active CN105672253B (en) | 2016-04-01 | 2016-04-01 | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this |
Country Status (1)
| Country | Link |
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| CN (1) | CN105672253B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013137B (en) * | 2016-07-01 | 2017-12-01 | 俞晓东 | Prestressed-concrete pile and the combination using this |
| CN112942446B (en) * | 2021-02-04 | 2022-04-19 | 浙江吉祥建设集团有限公司 | Sheet pile foundation waterproof structure |
| CN113638359B (en) * | 2021-08-13 | 2023-01-17 | 清华珠三角研究院 | Protection device for preventing coast erosion and construction process thereof |
| CN115262480B (en) * | 2022-08-24 | 2024-07-19 | 江苏麦廊新材料科技有限公司 | Ecological imitation wood pile for river ecological management and paving method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100554761B1 (en) * | 2005-11-22 | 2006-02-24 | (주)부림종합건축사사무소 | Watertproof structure of protection wall for building foundation work |
| CN203808010U (en) * | 2014-03-18 | 2014-09-03 | 陆见华 | Permeable T-shaped pile |
| CN204715294U (en) * | 2015-06-16 | 2015-10-21 | 湖北工业大学 | The permeable dry type stake of regeneration concrete |
| CN205604228U (en) * | 2016-04-01 | 2016-09-28 | 俞向阳 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
-
2016
- 2016-04-01 CN CN201610203893.9A patent/CN105672253B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100554761B1 (en) * | 2005-11-22 | 2006-02-24 | (주)부림종합건축사사무소 | Watertproof structure of protection wall for building foundation work |
| CN203808010U (en) * | 2014-03-18 | 2014-09-03 | 陆见华 | Permeable T-shaped pile |
| CN204715294U (en) * | 2015-06-16 | 2015-10-21 | 湖北工业大学 | The permeable dry type stake of regeneration concrete |
| CN205604228U (en) * | 2016-04-01 | 2016-09-28 | 俞向阳 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
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| Publication number | Publication date |
|---|---|
| CN105672253A (en) | 2016-06-15 |
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