CN205444170U - Ecological environment -friendly bank dyke revetment and be used for concrete pile of this protective wall - Google Patents
Ecological environment -friendly bank dyke revetment and be used for concrete pile of this protective wall Download PDFInfo
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- CN205444170U CN205444170U CN201620183738.0U CN201620183738U CN205444170U CN 205444170 U CN205444170 U CN 205444170U CN 201620183738 U CN201620183738 U CN 201620183738U CN 205444170 U CN205444170 U CN 205444170U
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Abstract
The utility model relates to an ecological environment -friendly bank dyke revetment, concrete pile (1) in soil is gone into in many thongs, adjacent two concrete pile (1) are inserted through the muscle groove that lies in concrete pile (1) side and are joined in marriage the structure concatenation together, and this muscle groove is inserted and is joined in marriage the structure by protruding muscle (2) and slot (3) component, its characterized in that: adjacent two concrete pile (1) is inserted through the muscle groove and is joined in marriage structure concatenation back, has a perfect understanding infiltration passageway (4) passed through with water supply around its concatenation junction forms. Water makes near the earth in bank dyke keep enough water in just can permeating bank dyke earth through the infiltration passageway, in addition, near as the bank dyke is earth moisture is excessive, during also permeable infiltration passageway permeates the river, finally makes this bank dyke revetment more do benefit to ecological balance. The utility model discloses still relate to a concrete pile.
Description
Technical field
This utility model belongs to the technical field of the pile foundation engineering of all kinds of architectural structure system, particularly relate to a kind of ecological environment-friendly type bunding protecting wall, this protecting wall is mainly used in the bunding protection of rivers,lakes and seas, and this utility model further relates to a kind of concrete-pile for embankment protection wall.
Background technology
Large-scale hypogee, port and pier quaywall and the regulation etc. of channel revetment, the basis of self or surrounding building, when construction, need to be implemented to go along with sb. to guard him by these buildings.The requirement of opposite bank dyke revetment is: high rigidity body of wall, ecological, environmental protective are easily constructed, and certainly on the premise of meeting aforementioned condition, cost is the lowest more good.
At present frequently with bunding protecting wall have three kinds of forms, the first is to use multiple reinforced concrete circular stakes to insert Zinc fractions enclosure wall after combining cement mixing pile, also has the cement mixing pile insertion Zinc fractions enclosure wall using multiple T-shaped stakes or using SMW engineering method to make.Maintenance wall owing to being formed after the cement mixing pile insertion soil that RC Circular stake, T-shaped stake and SMW engineering method produce can not be permeable, it is impossible to meets the ecological, environmental protective requirement of bunding protecting wall.It addition, SMW engineering method and cast-in-situ bored pile need cofferdam to banket when manufacturing enclosure wall, cost is surprising, and T-shaped stake etc. are limited by its shape, and when doing bunding protection, stability is unsatisfactory.
The second is to use steel sheet pile and the mode of combining wall, the Chinese invention patent " combined bulkhead " of its structure such as Application No. CN200680009749.6 (notification number is CN101146960A) and the Chinese invention patent " the I-shaped sheet pile wall section bar of steel " of Application No. CN200480018307.9 (notification number is CN1813108A) to disclose similar Guardwall structures.The load-carrying unit that patent application disclosed in these two parts is used is hot rail manufacture, for making the connection rear of this pestle capitiform, need to be through the operation such as roughing, finish rolling, and it is surprising that expensive roll stacks spends.
The third is the bunding protecting wall using the H type support pile being sequentially connected each other by muscle groove inserting structure to constitute, Chinese utility model patent " H type support pile attachment structure " such as Patent No. ZL201320461012.5 (notification number is CN203559411U) just discloses such a bunding protecting wall form, and this protecting wall form has many H type support piles to be stitched together by splicing construction is the most gapless.Because being tightly combined between stake and stake so that water is little to penetrate this Guardwall structures, is blocked completely with river by bunding, destroys the ecological balance of river levee.
Therefore existing bunding Guardwall structures can be further improved optimization.
Utility model content
First to be solved in the utility model technical problem is that providing a kind of for above-mentioned prior art present situation can make river carry out the ecological environment-friendly type bunding protecting wall of exchange of moisture with soil on bunding, this bunding protecting wall is the most firm, there is good mechanical property, be additionally favorable for the ecological balance of bunding.
The technical scheme that above-mentioned first technical problem of this utility model solution is used is: a kind of ecological environment-friendly type bunding protecting wall, including the many concrete-piles inserted in soil, two adjacent concrete-piles are by being positioned at the muscle groove inserting structures to form of concrete-pile side together, convex tendon and slot that this muscle groove inserting structure is arranged by the length direction along concrete-pile are constituted, in two sides that two concrete-piles splice mutually, one of them side is provided with described convex tendon, and another side is provided with described slot；It is characterized in that: two adjacent concrete-piles are by after muscle groove inserting structures to form, through with the penetrating passage passed through that supplies water before and after its stitching portion is formed.
A kind of specific implementation as penetrating passage, the permeable hole passed through that supplies water all is had on the two side of above-mentioned slot, when convex tendon inserting is in slot, between outer face and the bottom surface of slot of described convex tendon, there is the first spacing, each permeable hole and the first spacing communicate, and described first spacing and permeable hole collectively form described penetrating passage.
Another kind of specific implementation as penetrating passage, above-mentioned convex tendon has many and along the length direction of concrete-pile between the upper and lower every setting, when convex tendon inserting is in slot, form the second spacing between the side of adjacent two concrete-piles, described second spacing and and neighbouring two convex tendons between the 3rd spacing collectively form described penetrating passage.
If aforementioned penetrating passage constituted mode permeability rate is inadequate, below scheme can be used to supplement water permeable area, the permeable hole passed through that supplies water all is had on the two side of above-mentioned slot, when convex tendon inserting is in slot, between outer face and the bottom surface of slot of described convex tendon, there is the first spacing, each permeable hole and the first spacing communicate, and this permeable hole and the first spacing are the supplementary part constituting described penetrating passage.
Further improve, the cross section of above-mentioned convex tendon and slot is trapezoidal, this opening allowing for slot has and is gradually reduced from outside to inside, it is beneficial to convex tendon and inserts in slot, also making convex tendon be combined with slot tightr, trapezoidal convex tendon and slot profile are additionally favorable for the prefabricated pile demoulding in shaping manufacture process simultaneously.
As improvement, it is filled with rubble or particulate matter, rubble or particulate matter in above-mentioned first spacing and plays medium effect, in order to avoid river directly washes away bunding soil, prevent soil erosion.
Second technical problem to be solved in the utility model is to provide a kind of concrete-pile being suitable for aforementioned bunding protecting wall.This utility model solves above-mentioned second technical problem can use following several parallel technical solution.
A kind of concrete-pile that can be used for aforementioned bunding protecting wall, described concrete-pile is rectangular pile or circle stake, it is characterized in that in two sides that described concrete-pile is opposing, each side is provided with described convex tendon or slot alternative one, described convex tendon and slot meet aftermentioned condition: after adjacent two described concrete-piles are spliced by convex tendon and slot, the through penetrating passage passed through with water supply before and after its stitching portion is formed.
Further, in two sides that described concrete-pile is opposing, at least one side is provided with described convex tendon, and described convex tendon has many and along the length direction of concrete-pile between the upper and lower every setting.Because convex tendon interval is arranged, therefore forming spacing between neighbouring two convex tendons, it is all or part of that this spacing may be constructed penetrating passage.
As the another kind of structure of composition penetrating passage, in two sides that described concrete-pile is opposing, at least one side is provided with described slot, and the two side of described slot all has the permeable hole passed through that supplies water.Permeable hole can directly supply water and pass through, thus this permeable hole to may be constructed penetrating passage all or part of.
A kind of concrete-pile that can be used for aforementioned bunding protecting wall, described concrete-pile is U-shaped sheet pile, it is characterized in that described concrete-pile two sidewalls forward position at be provided with side convex along U-shaped sheet pile length direction arrange bar shaped portion, the side in each bar shaped portion is provided with described convex tendon or slot alternative one, described convex tendon and slot meet aftermentioned condition: after adjacent two described U-shaped sheet piles are spliced by convex tendon and slot, the through penetrating passage passed through with water supply before and after its stitching portion is formed.
Further, the side at least one described bar shaped portion is provided with described convex tendon, and described convex tendon has many and along the length direction of concrete-pile between the upper and lower every setting.Because convex tendon interval is arranged, therefore forming spacing between neighbouring two convex tendons, it is all or part of that this spacing may be constructed penetrating passage.
As the another kind of structure of composition penetrating passage, the side at least one described bar shaped portion is provided with described slot, and the two side of described slot all has the permeable hole passed through that supplies water.Permeable hole can directly supply water and pass through, thus this permeable hole to may be constructed penetrating passage all or part of.
The scheme of above concrete-pile is concomitant regimen, the most not merely limits to the profile of aforementioned concrete-pile, it is also possible to be other abnormity concrete stakes.And the one side of most preferably every concrete-pile arranges convex tendon, the another side opposing with former side face arranges slot, naturally it is also possible to aforementioned two sides are respectively provided with convex tendon or slot.
Compared with prior art, the utility model has the advantage of: this ecological environment-friendly type protecting wall is to be mutually inserted by the many concrete-piles inserted in soil to be formed, overall structure advantages of simple does not has the attachment structure of complexity；The penetrating passage passed through because of through water supply before and after being formed in concrete-pile stitching portion again, so river just can penetrate in bunding earth by penetrating passage, make the moisture that the Soil conservation near bunding is enough, additionally, such as the soil moisture excess near bunding, also can pass through penetrating passage and penetrate in river, realize river and the exchange of moisture in bunding soil, furthermore, penetrating passage on protecting wall can be for biological boarding and breeding places of providing such as fish and shrimp shellfishes, this bunding protecting wall is finally made to be more conducive to ecological balance, bunding soil can be avoided to cause loss because river washes away simultaneously, also make this bunding protecting wall safer stable.
Accompanying drawing explanation
Fig. 1 is the perspective view one of this utility model first embodiment of bunding protecting wall；
Fig. 2 is the perspective view two of this utility model first embodiment of bunding protecting wall；
Fig. 3 is first sectional view along cross-sectional direction of this utility model bunding protecting wall；
Fig. 4 is the perspective view of this utility model second embodiment of bunding protecting wall；
Fig. 5 is second sectional view along cross-sectional direction of this utility model bunding protecting wall；
Fig. 6 is the perspective view of the 3rd embodiment of this utility model bunding protecting wall；
Fig. 7 is the 3rd sectional view along cross-sectional direction of this utility model bunding protecting wall；
Fig. 8 is the perspective view of the 4th embodiment of this utility model bunding protecting wall；
Fig. 9 is the 4th sectional view along cross-sectional direction of this utility model bunding protecting wall；
Figure 10 is the perspective view of the 5th embodiment of this utility model bunding protecting wall；
Figure 11 is the 5th sectional view along cross-sectional direction of this utility model bunding protecting wall；
Figure 12 is the perspective view of the 6th embodiment of this utility model bunding protecting wall；
Figure 13 is the 6th sectional view along cross-sectional direction of this utility model bunding protecting wall；
Figure 14-1,2,3,4 are the perspective view of first embodiment of this utility model concrete-pile；
Figure 15-1,2 it is the perspective view of second embodiment of this utility model concrete-pile；
Figure 16-1,2 it is the perspective view of the 3rd embodiment of this utility model concrete-pile；
Figure 17-1,2 it is the perspective view of the 4th embodiment of this utility model concrete-pile.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, this utility model is described in further detail.
As Figure 1-3, for first embodiment of this utility model bunding protecting wall.
A kind of ecological environment-friendly type bunding protecting wall, including the many concrete-piles 1 inserted in soil, two adjacent concrete-piles 1 are by being positioned at the muscle groove inserting structures to form of concrete-pile 1 side together, this muscle groove inserting structure is made up of convex tendon 2 and slot 3, in two sides of two concrete-pile 1 phase splicings, one of them side is provided with convex tendon 2, and another side is provided with slot 3, the cross section of convex tendon 2 is outer little interior big trapezoidal, and the cross section of slot 3 is little trapezoidal of outer imperial palace；Adjacent two concrete-piles 1 are by after muscle groove inserting structures to form, through with the penetrating passage 4 passed through that supplies water before and after its splicing joint is formed.Convex tendon 2 in muscle groove inserting structure is disposed therein on the side of a concrete-pile 1；Slot 3 in described muscle groove inserting structure is arranged on the side of another adjacent root concrete-pile 1, and described convex tendon 2 and slot 3 are all arranged along the length direction (as shown in figure Y-direction) of concrete-pile.
In the present embodiment, concrete-pile 1 is prestressed solid square pile or offcenter squared pile (square pile is special rectangular pile), factorial praluction, pile body length is between 3 meters to 20 meters, the pile body cross section length of side is 60, with the distinctive points of offcenter squared pile, solid square pile is that the molding mode of concrete-pile 1 is different, solid square pile is usually and uses vibrations equipment vibrating forming, and offcenter squared pile uses centrifuge high speed centrifugation rotational forming, the middle part of offcenter squared pile has perforation, solid square pile not to have.The middle part that the middle part of a side in solid square pile or offcenter squared pile is provided with another side opposing in convex tendon 2, solid square pile or offcenter squared pile along pile body length direction is provided with slot 3.
Convex tendon 2 in the present embodiment is a continuous print rib.The present embodiment all has on sidewall before and after slot 3 permeable hole 5 passed through that supplies water, when convex tendon 2 inserting is in slot 3, between outer face and the bottom surface of slot 3 of convex tendon 2, there is the first spacing d1, this first spacing d1 forms the space passed through of supplying water, each permeable hole 5 communicates with the first spacing d1, and the first spacing d1 and permeable hole 5 collectively form described penetrating passage 4.And it is filled with rubble in the first spacing d1.
As shown in Figure 4,5, for this utility model bunding protecting wall second embodiment.
The difference of the present embodiment and first embodiment is: penetrating passage 4 can also be constituted the most in the following ways, convex tendon 2 has many and along the length direction (as shown in figure Y-direction) of concrete-pile 1 between the upper and lower every setting, when convex tendon 2 inserting is in slot 3, the second spacing d2 is formed between the side of adjacent two concrete-piles 1, namely the additional space formed because there is certain distance between side, the 3rd spacing d3 between the second spacing d2 and neighbouring two convex tendons 2 collectively forms penetrating passage 4.
As shown in Figure 6,7, for this utility model bunding protecting wall the 3rd embodiment.
If first, in two embodiments, aforementioned penetrating passage constituted mode permeability rate is inadequate, then first embodiment and second embodiment are combined, below scheme can be used to supplement water permeable area, convex tendon 2 is set to many and along the length direction of concrete-pile 1 between the upper and lower every setting, the permeable hole 5 passed through that supplies water all is had on sidewall before and after slot 3, when convex tendon 2 inserting is in slot 3, between outer face and the bottom surface of slot 3 of convex tendon 2, there is the first spacing d1, each permeable hole 5 communicates with the first spacing d1, the second spacing d2 is formed between the side of adjacent two concrete-piles 1, first spacing d1, permeable hole 5, the 3rd spacing d3 between second spacing d2 and neighbouring two convex tendons collectively forms described penetrating passage 4.
As shown in Figure 8,9, for the 4th embodiment of this utility model bunding protecting wall.
The difference of the present embodiment and the 3rd embodiment is: concrete-pile 1 is Filled Rectangle stake or centrifugal rectangular pile, and a side in Filled Rectangle stake or centrifugal rectangular pile is provided with described convex tendon 2, and another side opposing with this side is provided with slot 3.
Such as Figure 10, shown in 11, for the 5th embodiment of this utility model bunding protecting wall.
The difference of the present embodiment and the 3rd embodiment is: concrete-pile 1 is filled circles stake or eccentric circle stake, and the side in filled circles stake or eccentric circle stake side face is provided with opposing opposite side in described convex tendon 2, filled circles stake or eccentric circle stake side face and is provided with described slot 3.
As shown in Figure 12,13, for the 6th embodiment of this utility model bunding protecting wall.
The difference of the present embodiment and the 3rd embodiment is: concrete-pile 1 is U-shaped sheet pile, the bar shaped portion 6 arranged along its length that side is convex it is provided with at the forward position of two sidewalls in U-shaped sheet pile, the side in one of them bar shaped portion 6 is provided with described convex tendon 2, and another side, bar shaped portion is provided with described slot 3.
As shown in Figure 14-1,2,3,4, for first embodiment of this utility model concrete-pile.
A kind of concrete-pile that can be used for aforementioned bunding protecting wall, concrete-pile 1 is prestressed solid square pile or offcenter squared pile (square pile is special rectangular pile), factorial praluction, pile body length is between 3 meters to 20 meters, the pile body cross section length of side is 60, a side in solid square pile or offcenter squared pile is provided with convex tendon 2, and another side opposing with this side is provided with described slot 3.
Convex tendon 2 combines to constitute described muscle groove inserting structure as the inserting component on offcenter squared pile with slot 3 adjacent two offcenter squared piles splicing when.For making after the splicing of adjacent two square piles the through penetrating passage passed through with water supply before and after its stitching portion is formed, convex tendon 2, slot 3 meet following condition, particularly as follows: convex tendon 2 can be continuous print one root length rib, slot 3 two side matched the most therewith offers permeable hole 5；Convex tendon can also be multisection type rib i.e. convex tendon be many and along the length direction (as shown in figure Y-direction) of concrete-pile 1 between the upper and lower every setting, have the 3rd spacing d3 between neighbouring two convex tendons, then slot 3 two side can not set permeable hole 5；For strengthening the water permeability of bunding protecting wall, can be many in conjunction with the above two structure, i.e. convex tendon and length direction (as shown in figure Y-direction) along concrete-pile 1 offers permeable hole between the upper and lower in setting, and the two side of slot 3.
Certainly, the inserting component on opposing two side of offcenter squared pile can be all described convex tendon 2 and not have described slot 3, it is also possible to is all described slot 3 and does not has described convex tendon 2.Both has the offcenter squared pile of single inserting component and must coordinate and could be used for together building aforementioned bunding protecting wall, therefore needing the offcenter squared pile of the two kinds of structures using two kinds of Making mold to match in actual production, the stake being also required to two kinds of structures when construction is used alternatingly.Simultaneously, two adjacent offcenter squared piles are through with the penetrating passage passed through that supplies water before and after its splicing junction can be formed after coordinating splicing, therefore, both has single inserting component convex tendon 2 or the offcenter squared pile of slot 3, its with the use of time, its convex tendon 2, slot 3 needs also exist for meeting the above-mentioned condition of the present embodiment i.e.: convex tendon 2 has many and along the length direction of concrete-pile 1 between the upper and lower every setting, or on the two side of described slot 3, all have the permeable hole 5 passed through that supplies water, or convex tendon 2 has many and along the length direction of concrete-pile 1 between the upper and lower every arranging and having the permeable hole 5 that passes through of supplying water on the two side of slot 3.
Such as Figure 15-1, shown in 2, for second embodiment of this utility model concrete-pile.
The present embodiment difference from first embodiment of this utility model concrete-pile is: concrete-pile 1 is prestressing force Filled Rectangle stake or centrifugal rectangular pile, and one length of side of the cross section of pile body is 30.
Such as Figure 16-1, shown in 2, for the 3rd embodiment of this utility model concrete-pile.
The present embodiment difference from first embodiment of this utility model concrete-pile is: concrete-pile 1 is prestressing force filled circles stake or eccentric circle stake, and the cross-sectional diameter of pile body is 60.
Such as Figure 17-1, shown in 2, for the 4th embodiment of this utility model concrete-pile.
The present embodiment difference from first embodiment of this utility model concrete-pile is: concrete-pile 1 is Prestressed U template stake, factorial praluction, pile body length is between 3 meters to 20 meters, being provided with the bar shaped portion 6 arranged along its length that side is convex at the forward position of two sidewalls in U-shaped sheet pile, convex tendon 2 or slot 3 are arranged on side, bar shaped portion 6.
Although preferred embodiment of the present utility model described in detail above, it is to be clearly understood that for a person skilled in the art, this utility model can have various modifications and variations.All any modification, equivalent substitution and improvement etc. made within spirit of the present utility model and principle, within should be included in protection domain of the present utility model.
Claims (12)
1. an ecological environment-friendly type bunding protecting wall, including the many concrete-piles (1) inserted in soil, two adjacent concrete-piles (1) are by being positioned at the muscle groove inserting structures to form of concrete-pile (1) side together, convex tendon (2) and slot (3) that this muscle groove inserting structure is arranged by the length direction along concrete-pile (1) are constituted, in two sides that two concrete-piles (1) are spliced mutually, one of them side is provided with described convex tendon (2), and another side is provided with described slot (3)；It is characterized in that: two adjacent described concrete-piles (1) are by after muscle groove inserting structures to form, through with the penetrating passage (4) passed through that supplies water before and after its stitching portion is formed.
Ecological environment-friendly type bunding protecting wall the most according to claim 1, it is characterized in that: on the two side of described slot (3), all have the permeable hole (5) passed through that supplies water, when convex tendon (2) inserting is in slot (3), between outer face and the bottom surface of slot (3) of described convex tendon (2), there is the first spacing (d1), each permeable hole (5) communicates with the first spacing (d1), and described first spacing (d1) and permeable hole (5) collectively form described penetrating passage (4).
Ecological environment-friendly type bunding protecting wall the most according to claim 1, it is characterized in that: described convex tendon (2) has many and along the length direction of concrete-pile (1) between the upper and lower every setting, when convex tendon (2) inserting is in slot (3), forming the second spacing (d2) between the side of adjacent two concrete-piles (1), the 3rd spacing (d3) between described second spacing (d2) and neighbouring two convex tendons (2) collectively forms described penetrating passage (4).
Ecological environment-friendly type bunding protecting wall the most according to claim 3, it is characterized in that: on the two side of described slot (3), all have the permeable hole (5) passed through that supplies water, when convex tendon (2) inserting is in slot (3), between outer face and the bottom surface of slot (3) of described convex tendon (2), there is the first spacing (d1), each permeable hole (5) communicates with the first spacing (d1), and this permeable hole (5) and the first spacing (d1) constitute the supplementary part of described penetrating passage (4).
Ecological environment-friendly type bunding protecting wall the most according to claim 1, it is characterised in that: the cross section of described convex tendon (2) is outer little interior big trapezoidal, and the cross section of described slot (3) is little trapezoidal of outer imperial palace.
6. according to the ecological environment-friendly type bunding protecting wall described in claim 2 or 4, it is characterised in that: it is filled with rubble or particulate matter in described first spacing (d1).
7. the concrete-pile that can be used for bunding protecting wall as claimed in claim 1, described concrete-pile (1) is rectangular pile or circle stake, it is characterized in that in two sides that described concrete-pile (1) is opposing, each side is provided with described convex tendon (2) or slot (3) alternative one, described convex tendon (2) and slot (3) and meets aftermentioned condition:
After adjacent two described concrete-piles (1) are spliced by convex tendon (2) and slot (3), the through penetrating passage (4) passed through with water supply before and after its stitching portion is formed.
Concrete-pile the most according to claim 7, it is characterized in that: in two sides that described concrete-pile (1) is opposing, at least one side is provided with described convex tendon (2), described convex tendon (2) has many and along the length direction of concrete-pile (1) between the upper and lower every setting.
Concrete-pile the most according to claim 7, it is characterized in that: in two sides that described concrete-pile (1) is opposing, at least one side is provided with described slot (3), the two side of described slot (3) all has the permeable hole (5) passed through that supplies water.
10. the concrete-pile that can be used for bunding protecting wall as claimed in claim 1, described concrete-pile (1) is U-shaped sheet pile, it is characterized in that described concrete-pile (1) two sidewalls forward position at be provided with side convex along U-shaped sheet pile length direction arrange bar shaped portion (6), the side of each bar shaped portion (6) is provided with described convex tendon (2) or slot (3) alternative one, described convex tendon (2) and slot (3) and meets aftermentioned condition:
After adjacent two described U-shaped sheet piles are spliced by convex tendon (2) and slot (3), the through penetrating passage (4) passed through with water supply before and after its stitching portion is formed.
11. concrete-piles according to claim 10, it is characterized in that: the side of at least one described bar shaped portion (6) is provided with described convex tendon (2), described convex tendon (2) has many and along the length direction of concrete-pile (1) between the upper and lower every setting.
12. concrete-piles according to claim 10, it is characterized in that: at least one described bar shaped portion (6) side is provided with described slot (3), the two side of described slot (3) all has the permeable hole (5) passed through that supplies water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620183738.0U CN205444170U (en) | 2016-03-10 | 2016-03-10 | Ecological environment -friendly bank dyke revetment and be used for concrete pile of this protective wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620183738.0U CN205444170U (en) | 2016-03-10 | 2016-03-10 | Ecological environment -friendly bank dyke revetment and be used for concrete pile of this protective wall |
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| CN205444170U true CN205444170U (en) | 2016-08-10 |
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|---|---|---|---|
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
| CN106612700A (en) * | 2016-12-27 | 2017-05-10 | 中国科学院寒区旱区环境与工程研究所 | Comprehensive sand beach protection system and ecological sand beach restoration method |
| CN107503343A (en) * | 2017-08-11 | 2017-12-22 | 汤始建华建材（苏州）有限公司 | A kind of permeable concrete square pile |
| CN109778774A (en) * | 2019-03-11 | 2019-05-21 | 交通运输部天津水运工程科学研究所 | A kind of permeable spur structure |
-
2016
- 2016-03-10 CN CN201620183738.0U patent/CN205444170U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
| CN106612700A (en) * | 2016-12-27 | 2017-05-10 | 中国科学院寒区旱区环境与工程研究所 | Comprehensive sand beach protection system and ecological sand beach restoration method |
| CN107503343A (en) * | 2017-08-11 | 2017-12-22 | 汤始建华建材（苏州）有限公司 | A kind of permeable concrete square pile |
| CN109778774A (en) * | 2019-03-11 | 2019-05-21 | 交通运输部天津水运工程科学研究所 | A kind of permeable spur structure |
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