CN108018854A - A kind of Ecotype Concrete support pile - Google Patents
A kind of Ecotype Concrete support pile Download PDFInfo
- Publication number
- CN108018854A CN108018854A CN201810027342.0A CN201810027342A CN108018854A CN 108018854 A CN108018854 A CN 108018854A CN 201810027342 A CN201810027342 A CN 201810027342A CN 108018854 A CN108018854 A CN 108018854A
- Authority
- CN
- China
- Prior art keywords
- pile body
- pile
- concrete support
- tenon
- ecotype
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 7
- 238000005192 partition Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 238000010276 construction Methods 0.000 description 8
- 239000011178 precast concrete Substances 0.000 description 6
- 239000004746 geotextile Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 235000015097 nutrients Nutrition 0.000 description 3
- 230000017448 oviposition Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000243 solution Substances 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
- E02D5/02—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
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—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
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention, which provides a kind of Ecotype Concrete support pile, includes pile body and reinforcing bar, the pile body sets the cavity of cylinder for the inside of cuboid and pile body, the steel-bar arrangement is in pile body and along pile body directional spreding, the both sides of the pile body and a tenon and a groove are respectively provided with along pile body direction, the tenon positioned at pile body side is opposite with the groove location positioned at pile body opposite side；The other both sides of the pile body set a plurality of permeable holes, and the permeable hole runs through the pile body；The invention reside in provide a kind of a kind of Ecotype Concrete support pile for not only having kept conventional concrete support pile advantage but also solve connectivity problem between prefabricated piling wall partition waterfront.
Description
Technical field
The present invention relates to a kind of building field, the side of more particularly to a kind of precast concrete supporting pile structure and ecological protection
Method.
Background technology
Precast concrete support pile is that the one kind progressively applied in recent years in the building enclosures such as riverbank earth-retaining, building foundation pit is new
Type concrete component, riprap protection that contrast traditional water conservancy engineering uses, bored concrete pile, the structure such as Gravity Retaining Wall, concrete branch
Fender pile has a variety of advantages such as easy for construction, durability is strong, cost-effective, good appearance, saving land used.The traditional river of contrast,
Cofferdam, dykes and dams jackstone administration way, can save a large amount of non-renewable resources such as stone, with life using precast concrete support pile
State environmental protection, resource-effective promotion, increasingly scarcity, the cost of labor of sand and stone resources are significantly increased, precast concrete supporting
The advantage of stake will leak.Compared with the bank protection of traditional water conservancy engineering is using structures such as block stones, precast concrete support pile is prevented
Protection structure, can withstand the scour of high sea and current, avoid the problems such as stormy waves causes block rock glacier to lose.Due to concrete
Native support pile is relatively reliable with structure, and anti-impact effect is good, and permanent good, easy for construction, maintenance engineering amount is smaller, and constructs
The advantages of quality controllability is strong, is widely used in regulation and reinforcing, construction of water conservancy works, the roadbed bank protection of rivers and lakes in recent years
The engineering construction field such as earth-retaining and foundation pit enclosure, works well.
Although current precast concrete support pile advantage is very much, its shortcoming is also obvious：
1st, concrete support stake forms the continuous wall construction of sealing, seriously hinders the infiltration of water, has cut off slope surface and river
The flowing of road moisture, nutrition nutrient, energy.
2nd, prefabricated pile shore protection is upright bright and clean that riparian ecosystem loses original service function, and Some Species lose
The environment inhabited is removed, oviposition or existence are difficult.
3rd, concrete support stake uses arrangement architecture, and the wall load-bearing capacity of formation is weaker.
The content of the invention
The technical problem to be solved in the present invention, is that providing one kind had not only kept conventional concrete support pile advantage but also solved pre-
A kind of Ecotype Concrete support pile of connectivity problem between piling wall partition waterfront processed.
What the present invention was realized in：
A kind of Ecotype Concrete support pile, including pile body and reinforcing bar, the pile body are the inside of cuboid and pile body
The cavity of cylinder is set, and the steel-bar arrangement is in pile body and along pile body directional spreding, the both sides of the pile body and along pile body
Direction is respectively provided with a tenon and a groove, the tenon positioned at pile body side and the groove location phase positioned at pile body opposite side
It is right；The other both sides of the pile body set a plurality of permeable holes, and the permeable hole runs through the pile body.
The tenon for being preferably located at pile body the same side is connected to form zigzag configuration with groove.
Preferably, ecological cave is further included, the ecology cave is arranged in the cavity.
Preferably, the ecological cave is formed by the gap of a plurality of gravel buildups.
Preferably, anti-erosion device is further included, the anti-erosion device is arranged on the inner wall of the cavity.
The invention has the advantages that：
1st, the present invention breaks the continuous wall construction of sealing of concrete support stake, increases the infiltration of water by setting permeable mouth
Rate, ensures slope surface and the flowing of river moisture, nutrient and energy.
2nd, by setting ecological cave, the environment and oviposition and difficult ask of surviving that solve to inhabit for the small-sized species in part
Topic.
3rd, by setting tenon and groove in the both sides of pile body, support pile uses mosaic texture, and increase forms holding for wall
Beijing South Maxpower Technology Co. Ltd's power and stability.
4th, the present invention can allow rainwater to penetrate into urban rivers and lakes water system in order, can reduce urban waterlogging, in arid season water
Part can be penetrated into the soil of bank again improves ecological environment of soil, while the hole of the composition such as permeable hole, gravel has biology
The environment inhabit, grown.
5th, play the role of, every sand, earth-retaining, to prevent embankment soil erosion with anti-erosion device.
Brief description of the drawings
The present invention is further illustrated in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is a kind of three-dimensional structure diagram of Ecotype Concrete support pile of the present invention.
Fig. 2 is the one of a kind of Ecotype Concrete support pile of the present invention front view for implementing illustration.
Fig. 3 is the top view of Fig. 2.
Symbol description is as follows：
A kind of Ecotype Concrete support pile 100；Pile body 1；Cavity 2；Reinforcing bar 3；Permeable hole 4；Tenon 5；Groove 6；Gravel
7；Permeable geotextiles 8.
Embodiment
A kind of Ecotype Concrete support pile 100, including pile body 1 and reinforcing bar 3, the pile body 1 are cuboid and pile body 1
Inside the cavity 2 of cylinder is set, the reinforcing bar 3 is arranged in pile body 1 and along 1 directional spreding of pile body, the two of the pile body 1
Side and a tenon 5 and a groove 6 are respectively provided with along 1 direction of pile body, the tenon 5 positioned at 1 the same side of pile body is connected shape with groove 6
Z-shape structure, and the tenon 5 positioned at 1 side of pile body is opposite with 6 position of groove positioned at 1 opposite side of pile body, sets tenon
Bonding strength between 5 and the increase support pile of groove 6, improves the globality and earth-retaining effect of supporting building enclosure；The pile body 1
Other both sides a plurality of permeable holes 4 are set, the permeable hole 4 runs through the pile body 1, and the permeable mouth breaks concrete support
The continuous wall construction of sealing of stake, increases the permeability of water, ensures slope surface and the flowing of river moisture, nutrient and energy.
A kind of Ecotype Concrete support pile 100 further includes ecological cave and anti-erosion device, and the ecology cave is set
In the cavity 2, the ecology cave is that the gap accumulated by a plurality of gravels 7 is formed, and 7 volume of gravel is more than described
4 size of water hole, environment and oviposition and the existence difficulty that ecological cave solves the problems, such as to inhabit for the small-sized species in part；The waterproof
Soil is lost in the inner wall that device is arranged on the cavity 2, and anti-erosion device utilizes permeable geotextiles 8 in the present embodiment, permeable
Geotextiles 8 play the role of, every sand, earth-retaining, to prevent embankment soil erosion.
A kind of construction procedure of Ecotype Concrete support pile 100 of the present invention is as follows：
The first step：According to engineering geological condition, a kind of size of Ecotype Concrete support pile 100 of the present invention is determined；
Second step：Monitored using two theodolite directions in 90 °, to control the verticality of pile body 1 then to be beaten
Stake.During piling it is noted that：Accurate pile sinking is ensured during first support pile of injection, first support pile plays follow-up pile sinking and be oriented to
Effect；
3rd step：During piling, squeezed into since engineering one end to the other end by root, the support pile tenon 5 and groove 6 beaten afterwards
The groove 6 and tenon 5 of stake before corresponding insertion, until engineering terminates；
4th step：After piling, permeable geotextiles are put into along stake is long in cavity 2 of the present invention and by the inner wall of native side
8, gravel 7 is then filled up in cavity 2 and forms ecological cave.
Although the foregoing describing the embodiment of the present invention, those familiar with the art should manage
Solution, we are merely exemplary described specific embodiment, rather than for the restriction to the scope of the present invention, are familiar with this
The equivalent modification and change that the technical staff in field is made in the spirit according to the present invention, should all cover the present invention's
In scope of the claimed protection.
Claims (5)
1. a kind of Ecotype Concrete support pile, including pile body and reinforcing bar, the pile body sets for the inside of cuboid and pile body
The cavity of cylinder is put, the steel-bar arrangement is in pile body and along pile body directional spreding, it is characterised in that：
The both sides of the pile body and a tenon and a groove are respectively provided with along pile body direction, positioned at the tenon of pile body side and position
It is opposite in the groove location of pile body opposite side；The other both sides of the pile body set a plurality of permeable holes, and the permeable hole runs through
The pile body.
A kind of 2. Ecotype Concrete support pile according to claim 1, it is characterised in that：Institute positioned at pile body the same side
Tenon is stated to be connected to form zigzag configuration with groove.
A kind of 3. Ecotype Concrete support pile according to claim 1, it is characterised in that：Ecological cave is further included, it is described
Ecological cave is arranged in the cavity.
A kind of 4. Ecotype Concrete support pile according to claim 3, it is characterised in that：The ecology cave is by plural number
The gap of a gravel buildup is formed.
A kind of 5. Ecotype Concrete support pile according to claim 1, it is characterised in that：Further include anti-erosion dress
Put, the anti-erosion device is arranged on the inner wall of the cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810027342.0A CN108018854A (en) | 2018-01-11 | 2018-01-11 | A kind of Ecotype Concrete support pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810027342.0A CN108018854A (en) | 2018-01-11 | 2018-01-11 | A kind of Ecotype Concrete support pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108018854A true CN108018854A (en) | 2018-05-11 |
Family
ID=62071506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810027342.0A Pending CN108018854A (en) | 2018-01-11 | 2018-01-11 | A kind of Ecotype Concrete support pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108018854A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322284A (en) * | 2018-11-30 | 2019-02-12 | 交通运输部天津水运工程科学研究所 | A kind of assembly concrete low water platform |
| 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 |
| CN113737828A (en) * | 2021-09-15 | 2021-12-03 | 安徽省建筑科学研究设计院 | Self-filtering green ecological concrete slope protection supporting pile group and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205604228U (en) * | 2016-04-01 | 2016-09-28 | 俞向阳 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
| CN207794060U (en) * | 2018-01-11 | 2018-08-31 | 福建省大地管桩有限公司 | A kind of Ecotype Concrete support pile |
-
2018
- 2018-01-11 CN CN201810027342.0A patent/CN108018854A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205604228U (en) * | 2016-04-01 | 2016-09-28 | 俞向阳 | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment |
| CN207794060U (en) * | 2018-01-11 | 2018-08-31 | 福建省大地管桩有限公司 | A kind of Ecotype Concrete support pile |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322284A (en) * | 2018-11-30 | 2019-02-12 | 交通运输部天津水运工程科学研究所 | A kind of assembly concrete low water platform |
| 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 |
| CN113737828A (en) * | 2021-09-15 | 2021-12-03 | 安徽省建筑科学研究设计院 | Self-filtering green ecological concrete slope protection supporting pile group and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1837511B (en) | Double-rowed cofferdam and method for manufacturing the same | |
| CN103015367B (en) | High-efficiency economical construction method for revetment | |
| CN101205721A (en) | Method for surrounding water by combination of steel cofferdam and heavy-pressure rotary-spraying pile in deep-water low-pile cap construction | |
| CN108018854A (en) | A kind of Ecotype Concrete support pile | |
| CN108570997B (en) | Backfill cofferdam for sub-bin construction of submarine tunnel and construction method | |
| CN207794060U (en) | A kind of Ecotype Concrete support pile | |
| CN205134303U (en) | Compound reinforced structure of soft base of ecological bamboo raft among road engineering of field | |
| CN107761668B (en) | Coastal shore reservoir land-building type revetment structure and construction method thereof | |
| CN112854144A (en) | Construction structure of earth-rock dam on deep sludge layer and construction method thereof | |
| CN103205951A (en) | Sludge-type soil combined secondary dike-back pressure diking method | |
| CN102425179B (en) | Reinforced soil infiltration ditch structure supported by miniature steel pipe cast-in-place pile | |
| CN201778330U (en) | Clay waterproof curtain wall | |
| CN108930253B (en) | Ecological flexible slope protection structure for river channel and construction method | |
| CN209227482U (en) | A kind of geotechnical grid encloses low bank between fields | |
| CN204080750U (en) | Box-type suction foundation sluice structure | |
| CN109056654A (en) | A kind of geotechnical grid encloses low bank between fields and its construction method | |
| CN214656782U (en) | Artificial lake bottom anti-seepage structure | |
| CN105569055A (en) | Structure for preventing mountain landslide | |
| KR101097055B1 (en) | Debris barrier and plastering between rafters constructed by the cast iron panel and method of debris barrier | |
| CN213682159U (en) | Ecological compound slope protection | |
| CN113373865A (en) | Frame type dyke structure | |
| CN106544986B (en) | The reinforcement means of the high polymer grouting of coral skerries airport shore protection, flexible shore protection | |
| CN205604293U (en) | Building block of inspection well | |
| CN201671084U (en) | Hydraulic sheeting pile pull rod type wharf | |
| CN217203841U (en) | Inserting plate type prefabricated staggered water passing well ecological revetment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180511 |
|
| RJ01 | Rejection of invention patent application after publication |