CN205604228U - Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment - Google Patents
Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment Download PDFInfo
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- CN205604228U CN205604228U CN201620270117.6U CN201620270117U CN205604228U CN 205604228 U CN205604228 U CN 205604228U CN 201620270117 U CN201620270117 U CN 201620270117U CN 205604228 U CN205604228 U CN 205604228U
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Abstract
The utility model relates to a hollow concrete pile, including the concrete pile body, the internal portion of concrete pile has and is inner chamber cyclic annular and that run through along concrete pile body length direction, and its characterized in that concrete pile body is mutually in wherein two sides of the back of the body, every side be equipped with protruding muscle or slot the two one of, state the condition after protruding muscle and slot are satisfied: adjacent two concrete pile body accessible protruding muscle is inserted to join in marriage to splice with the slot and is in the same place, all open the holes of permeating water of a plurality of intercommunication external worlds and inner chamber on two other sides that the concrete pile body was carried on the back mutually. Two piece adjacent concrete pile body protruding muscle of accessible and slot are inserted and are joined in marriage the concatenation and make this concrete pile do benefit to manufacturing bank dyke revetment together, like the bank dyke revetment that adopts this concrete pile to build, during the river just can permeate bank dyke soil via permeate water hole and inner chamber, also can permeate the river via permeate water hole and inner chamber, more do benefit to ecological balance. The utility model discloses still relate to the bank dyke revetment that adopts aforementioned concrete pile.
Description
Technical field
The invention belongs to the technical field of the pile foundation engineering of all kinds of architectural structure system, particularly relate to one and be especially suitable for
For manufacturing the concrete-pile of the hollow of embankment protection wall；The invention still further relates to the life using the concrete-pile of this hollow to make
State environment-friendly type bunding protecting wall, this protecting wall is mainly used in the bunding protection of rivers,lakes and seas.
Background technology
Large-scale hypogee, port and pier quaywall and the regulation etc. of channel revetment, these buildings are when construction, and it is right to need
The basis of self or surrounding building implements to go along with sb. to guard him.The requirement of opposite bank dyke revetment is: high rigidity body of wall, ecological, environmental protective are easy
Construction, 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 combine water
Insert Zinc fractions enclosure wall after mud mixing pile, also have the cement using multiple T-shaped stakes or using SMW engineering method to make
Mixing pile inserts Zinc fractions enclosure wall.The cement mixing produced due to RC Circular stake, T-shaped stake and SMW engineering method
The maintenance wall that stake is formed after inserting soil 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, and cost is surprising, and T-shaped stake etc. are limited by its shape,
When doing bunding protection, stability is unsatisfactory.
The second is to use steel sheet pile and the mode of combining wall thereof, and its structure such as Application No. CN200680009749.6 is (public
Accusing number be CN101146960A) Chinese invention patent " combined bulkhead " and Application No. CN200480018307.9 (public affairs
Accuse number for CN1813108A) Chinese invention patent " the I-shaped sheet pile wall section bar of steel " disclose similar protecting wall knot
Structure.The load-carrying unit that patent application disclosed in these two parts is used is hot rail manufacture, for making the connection of this pestle capitiform
Rear, 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, as
Chinese utility model patent " the H type supporting of one Patent No. ZL201320461012.5 (notification number is CN203559411U)
Stake attachment structure " just disclose such a bunding protecting wall form, this protecting wall form has many H type support piles to pass through
Splicing construction is the most gapless to be stitched together.Because being tightly combined between stake and stake so that water is little to penetrate this
Plant Guardwall structures, bunding is blocked completely with river, destroys the ecological balance of river levee.
Therefore existing concrete-pile in order to manufacture bunding protecting wall and bunding Guardwall structures can be further improved optimization.
Summary of the invention
To be solved by this invention first technical problem is that provide for above-mentioned prior art present situation one be especially suitable for use
In the concrete-pile of the hollow manufacturing embankment protection wall, this concrete-pile is not only easy to be connected with each other, and also pervious function,
Use this bunding protecting wall made that river can be made to carry out exchange of moisture with soil on bunding.
The present invention solves the technical scheme that above-mentioned technical problem used: the concrete-pile of a kind of hollow, including concrete
Pile body, has the inner chamber extended along concrete pile body length direction, it is characterised in that described concrete inside concrete pile body
In the two of which side that pile body is opposing, each side is provided with convex tendon or slot alternative one；Described concrete pile body is opposing
Two other side on all have the permeable hole of the extraneous and described inner chamber of multiple connection.Described inner chamber can be concrete
The internal complete hollow structure of pile body, once manufactures molding；Described inner chamber can also be by the one of concrete pile body
The hollow structure that on individual side or pile body, the concave part of molding and plate, buckle etc. are put together, now, in order to split
Plate or buckle then constitute the part of single concrete pile body, then offer multiple connection accordingly on plate or buckle
The permeable hole of extraneous and described inner chamber.Convex tendon and slot meet aftermentioned condition: adjacent two described concrete pile body can be passed through
Described convex tendon and slot inserting are stitched together.
In the two of which side that above-mentioned concrete pile body is opposing, one of them side is provided with described convex tendon, another one side
Face is provided with described slot.It is the optimal set-up mode of convex tendon and slot, and the program only needs the hollow of a kind of version
Concrete pile structure achieves that the construction of the bunding protecting wall using this, constructs convenient, and saves a kind of mould
Cost.
The opposing two of which side of above-mentioned concrete pile body is equipped with described convex tendon or described slot.It is convex tendon and inserts
The secondary of groove selects scheme, and the program needs the concrete pile structure of the hollow of two kinds of versions could realize using this bank
The construction of dyke revetment.
The cross section of above-mentioned concrete pile body is rectangle or circle.The concrete-pile of the modal hollow of above concrete-pile
Cross-sectional profile, the most not merely limit to the profile of aforementioned concrete-pile, it is also possible to be other abnormity concrete stakes.
As improvement, the cross section of above-mentioned convex tendon is outer little interior big trapezoidal, and the cross section of described slot is that outer imperial palace is little
Trapezoidal.This opening allowing for slot has and is gradually reduced from outside to inside, during beneficially convex tendon inserts slot, also makes convex simultaneously
Muscle is combined tightr with slot, and trapezoidal convex tendon and slot profile are additionally favorable for the prefabricated pile demoulding in shaping manufacture process.
As selection, above-mentioned convex tendon is the long rib strip shaped of continuous print arranged along concrete pile body length direction.The long muscle of continuous print
Strip convex tendon can make the muscle groove mutual inserting of inserting structure more firm, and can simplify mould structure.
As selection, above-mentioned convex tendon has many and along the length direction of concrete pile body between the upper and lower every setting, and neighbouring two
Spacing is formed between root convex tendon.So using this bunding protecting wall made, its spacing also may make up the one of penetrating passage
Part, improves permeability rate.
Second technical problem to be solved by this invention is to provide one can make river carry out exchange of moisture with soil on bunding
Ecological environment-friendly type bunding protecting wall, this bunding protecting wall is not only firm, has good mechanical property, is additionally favorable for bunding
Ecological balance.
A kind of ecological environment-friendly type bunding protecting wall using aforementioned concrete-pile, it is characterised in that: include that many are inserted soil
In described concrete pile body, be stitched together by described convex tendon and slot inserting between adjacent two concrete pile body,
Described permeable hole and inner chamber constitute the penetrating passage supplied water by concrete pile body.
As improvement, above-mentioned interior intracavity is filled with rubble or particulate matter, rubble or particulate matter and plays medium effect, Yi Mianhe
Water directly washes away bunding soil, prevents soil erosion.
Compared with prior art, it is an advantage of the current invention that: in the two of which side that concrete pile body is opposing, each side
Face is provided with convex tendon or slot alternative one, and adjacent two concrete pile body can be stitched together made by convex tendon and slot inserting
Obtain this concrete-pile to be beneficial to manufacture bunding protecting wall；Multiple connection is all had on two other side that concrete pile body is opposing
Extraneous and the permeable hole of inner chamber, such as the bunding protecting wall using this concrete-pile to build, river just can via permeable hole with
Inner chamber penetrates in bunding soil, makes the moisture that the Soil conservation near bunding is enough, it addition, such as the soil near bunding
Moisture excess, it is possible to penetrate in river via permeable hole and inner chamber, it is achieved river and the exchange of moisture in bunding soil,
Furthermore, on protecting wall, permeable hole and inner chamber can be for biological boarding and breeding places of providing such as fish and shrimp shellfishes, and this is mixed finally to make employing
The bunding protecting wall that the stake of solidifying soil is built is more conducive to ecological balance while playing anti-bank protection dam effect.
Accompanying drawing explanation
Fig. 1 is the perspective view one (square pile) of first embodiment of concrete-pile of the present invention；
Fig. 2 is the perspective view two (square pile) of first embodiment of concrete-pile of the present invention；
Fig. 3 is the sectional view (square pile) of first embodiment of concrete-pile of the present invention；
Fig. 4 is the sectional view (rectangle stake) of first embodiment of concrete-pile of the present invention；
Fig. 5 is the perspective view one (circle stake) of second embodiment of concrete-pile of the present invention；
Fig. 6 is the perspective view 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 perspective view (square pile) of first embodiment of bunding protecting wall of the present invention；
Fig. 9 is the structural representation (square pile) of first 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.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, the present invention is described in further detail.
As shown in figures 1-4, for first embodiment of concrete-pile of the present invention.
The concrete-pile of a kind of hollow, including concrete pile body 1, concrete pile body 1 is internal to be had in the form of a ring and along concrete
The inner chamber 11 that pile body 1 length direction runs through, in the present embodiment, the cross section of concrete pile body 1 is that square (square pile is special
Rectangular pile), as shown in Figures 1 to 3.Being alternatively rectangle, as shown in Figure 4, the cross section length of short sides of pile body is 30cm,
Length of long sides is 60cm, and as square, then the length of side is 60cm, factorial praluction, and pile body length is at 3 meters to 20
Between meter, inner chamber 11 can use centrifugal mode to be formed.
In the side, two, left and right that concrete pile body 1 is opposing, one of them side is provided with convex tendon 2, and another one side is provided with
Slot 3 for convex tendon 2 inserting.Certainly the side, two, left and right that concrete pile body 1 is opposing can also be equipped with convex tendon 2 or equal
It 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.This
In embodiment, convex tendon 2 has many and along the length direction (Y-direction as shown in the figure) of concrete pile body 1 between the upper and lower every setting, on
Under form spacing d between adjacent two convex tendons 2.Certainly, convex tendon 2 is the company arranged along concrete pile body (1) length direction
Continuous long rib strip shaped.Convex tendon 2 and slot 3 meet aftermentioned condition: adjacent two described concrete pile body 1 can pass through convex tendon 2
It is stitched together with slot 3 inserting；All have on two sides before and after concrete pile body 1 is opposing multiple connection extraneous and
The permeable hole 4 of described inner chamber 11.
In the side, two, left and right that concrete pile body 1 is opposing, each side is provided with convex tendon 2 or slot 3 alternative one, phase
Adjacent two concrete pile body 1 can be stitched together so that this concrete-pile is beneficial to manufacture bank by convex tendon 2 and slot 3 inserting
Dyke revetment；The extraneous permeable hole with inner chamber 11 of multiple connection is all had on two sides before and after concrete pile body 1 is opposing
4, such as the bunding protecting wall using this concrete-pile to build, river just can penetrate into bank via permeable hole 4 and inner chamber 11
In dike soil, make the moisture that the Soil conservation near bunding is enough, it addition, as the soil moisture near bunding is excessive, also
Can penetrate in river via permeable hole and inner chamber, it is achieved river and the exchange of moisture in bunding soil, furthermore, protecting wall
Upper permeable hole and inner chamber can finally make this concrete-pile of employing build for biological boarding and breeding places of providing such as fish and shrimp shellfishes
Bunding protecting wall is more conducive to ecological balance while playing anti-bank protection dam effect.
As shown in Fig. 5～7, for second embodiment of concrete-pile of the present invention.
The difference of the present embodiment and first 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 first embodiment concrete-pile.
A kind of ecological environment-friendly type bunding protecting wall, including the many concrete pile body 1 inserted in soil, mixing in the present embodiment
Solidifying soil pile body 1 is square pile, naturally it is also possible to rectangle stake, by convex tendon 2 with slotting between adjacent two concrete pile body 1
Groove 3 inserting is stitched together, and permeable hole 4 and inner chamber 11 constitute the penetrating passage 5 supplied water by concrete pile body 1.When
Form spacing d between right two convex tendons 2 and also constitute a part for penetrating passage 5.Rubble or granule it is filled with in inner chamber 11
Thing.Rubble or particulate matter be not display in drawing.
The infiltration lane 5 that this protecting wall can make river constitute via permeable hole 4 and inner chamber 11 penetrates in bunding soil, makes
The moisture that Soil conservation near bunding is enough, it addition, such as the soil moisture excess near bunding, it is possible to via permeable hole 4,
Inner chamber 11 and spacing d penetrate in river, it is achieved river and the exchange of moisture in bunding soil, furthermore, on protecting wall thoroughly
Water hole and inner chamber can finally make, for biological boarding and breeding places of providing such as fish and shrimp shellfishes, the bunding that this concrete-pile of employing is built
Protecting wall is more conducive to ecological balance while playing anti-bank protection dam effect.
As shown in Figure 10, the enforcement of the ecological environment-friendly type bunding protecting wall of second embodiment concrete-pile is used for the present invention
Example.The difference of the present embodiment and first embodiment is: the cross section of concrete pile body 1 is circle.It is round stake
Although the preferred embodiments of the present invention described in detail above, it is to be clearly understood that for this area
For technical staff, the present invention can have various modifications and variations.All made within the spirit and principles in the present invention appoint
What amendment, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (9)
1. a concrete-pile for hollow, including concrete pile body (1), concrete pile body (1) is internal to be had along concrete-pile
The inner chamber (11) that body (1) length direction extends, it is characterised in that in the two of which side that described concrete pile body (1) is opposing,
Each side is provided with convex tendon (2) or slot (3) alternative one；All open on two other side that described concrete pile body (1) is opposing
There is the permeable hole (4) of the extraneous and described inner chamber of multiple connection (11).
The concrete-pile of hollow the most according to claim 1, it is characterised in that: described concrete pile body (1) is opposing
Two of which side in, one of them side is provided with described convex tendon (2), and another one side is provided with described slot (3).
The concrete-pile of hollow the most according to claim 1, it is characterised in that: described concrete pile body (1) is opposing
Two of which side be equipped with described convex tendon (2) or described slot (3).
The concrete-pile of hollow the most according to claim 1, it is characterised in that: the horizontal stroke of described concrete pile body (1)
Cross section is rectangle or circle.
The concrete-pile of hollow the most according to claim 1, it is characterised in that: the cross section of described convex tendon (2) in
Outer little interior big trapezoidal, the cross section of described slot (3) is little trapezoidal of outer imperial palace.
The concrete-pile of hollow the most according to claim 1, it is characterised in that: described convex tendon (2) is along concrete
The long rib strip shaped of continuous print that pile body (1) length direction is arranged.
The concrete-pile of hollow the most according to claim 1, it is characterised in that: described convex tendon (2) has many and edge
The length direction of concrete pile body (1), between the upper and lower every setting, forms spacing (d) between neighbouring two convex tendons (2).
8. the ecological environment-friendly type bunding protecting wall using concrete-pile as claimed in claim 1, it is characterised in that: bag
Include the many described concrete pile body (1) inserted in soil, by described convex tendon (2) between adjacent two concrete pile body (1)
Being stitched together with slot (3) inserting, described permeable hole (4) and inner chamber (11) constitute the infiltration supplied water by concrete pile body (1)
Passage (5).
Ecological environment-friendly type bunding protecting wall the most according to claim 8, it is characterised in that: described inner chamber is filled out in (11)
It is filled with rubble or particulate matter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620270117.6U CN205604228U (en) | 2016-04-01 | 2016-04-01 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620270117.6U CN205604228U (en) | 2016-04-01 | 2016-04-01 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
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| Publication Number | Publication Date |
|---|---|
| CN205604228U true CN205604228U (en) | 2016-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620270117.6U Active CN205604228U (en) | 2016-04-01 | 2016-04-01 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
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| CN (1) | CN205604228U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672253A (en) * | 2016-04-01 | 2016-06-15 | 俞向阳 | Hollow concrete pile and ecological environment-friendly bank protective wall adopting pile |
| 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 |
| CN108018854A (en) * | 2018-01-11 | 2018-05-11 | 福建省大地管桩有限公司 | A kind of Ecotype Concrete support pile |
| CN109162250A (en) * | 2018-10-25 | 2019-01-08 | 袁雪峰 | Ecological sheet pile |
-
2016
- 2016-04-01 CN CN201620270117.6U patent/CN205604228U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672253A (en) * | 2016-04-01 | 2016-06-15 | 俞向阳 | Hollow concrete pile and ecological environment-friendly bank protective wall adopting pile |
| CN105672253B (en) * | 2016-04-01 | 2018-02-23 | 俞向阳 | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this |
| 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 |
| CN108018854A (en) * | 2018-01-11 | 2018-05-11 | 福建省大地管桩有限公司 | A kind of Ecotype Concrete support pile |
| CN109162250A (en) * | 2018-10-25 | 2019-01-08 | 袁雪峰 | Ecological sheet pile |
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