CN105625257B - Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall - Google Patents
Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall Download PDFInfo
- Publication number
- CN105625257B CN105625257B CN201610136360.3A CN201610136360A CN105625257B CN 105625257 B CN105625257 B CN 105625257B CN 201610136360 A CN201610136360 A CN 201610136360A CN 105625257 B CN105625257 B CN 105625257B
- Authority
- CN
- China
- Prior art keywords
- wing
- edge
- type
- edges
- concrete
- 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.)
- Active
Links
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 98
- 230000000149 penetrating effect Effects 0.000 claims abstract description 37
- 239000002689 soil Substances 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 23
- 210000003205 muscle Anatomy 0.000 claims abstract description 15
- 239000013618 particulate matter Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 abstract description 2
- 230000004083 survival effect Effects 0.000 abstract description 2
- 230000009194 climbing Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 238000012407 engineering method Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 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
- 230000008901 benefit Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 241000143060 Americamysis bahia Species 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000007547 defect 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
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000037361 pathway Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 235000015170 shellfish Nutrition 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- 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
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/58—Prestressed concrete piles
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 ecological environment-friendly type bunding protecting walls, the H-type prestressed-concrete pile being inserted into soil including more, the cross section of the H-type prestressed-concrete pile is the H-shaped being made of the web on two edges of a wing in two edges of a wing and connection, by being located at the muscle slot inserting structures to form of edge of a wing side together, muscle slot inserting structure is made of two adjacent H-type prestressed-concrete piles convex ribs and slot；It is characterized in that：After two H-type prestressed-concrete pile splicings, the penetrating passage that the front and rear water supply penetrated through passes through is formed at its splicing composition surface.Water can be penetrated into bunding soil by penetrating passage, the soil near bunding is made to keep enough moisture, plant on bunding, which can absorb enough moisture, ensures the survival rate of plant, in addition, as the soil moisture near bunding is excessive, also it can pass through penetrating passage to penetrate into river water, this bunding protecting wall finally made to be more conducive to the ecological balance.The invention further relates to a kind of H-type prestressed-concrete piles.
Description
Technical field
Technical field more particularly to a kind of ecological ring the invention belongs to the pile foundation engineering of all kinds of architectural structure systems
Guarantor's type bunding protecting wall, this protecting wall are mainly used for the bunding protection of rivers,lakes and seas, and the invention further relates to one kind to be used for embankment
The H-type prestressed-concrete pile of protecting wall.
Background technology
Regulation of large-scale hypogee, port and pier quaywall and channel revetment etc., these buildings need pair in construction
Implement to go along with sb. to guard him in the basis of itself or surrounding building.The requirement of opposite bank dyke revetment is：High rigidity wall, ecological, environmental protective are easily applied
Work, certainly under the premise of aforementioned condition is met, the lower cost the better.
At present frequently with bunding protecting wall there are three types of form, the first is combined using multiple reinforced concrete circular stakes
Zinc fractions enclosure wall is inserted into after cement mixing pile, is also had using multiple T shapes stakes or using cement mixing made of SMW engineering methods
Zinc fractions enclosure wall is inserted into stake.Since the cement mixing pile of RC Circular stake, the stake of T shapes and SMW engineering methods production is inserted into soil
The maintenance wall formed after earth cannot be permeable, it is impossible to meet 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 by the way of steel sheet pile and its combining wall, and application No. is CN200680009749.6 for structure such as one
The Chinese invention patent of (notification number CN101146960A)《Combined bulkhead》It is and (public application No. is CN200480018307.9
Accuse number be CN1813108A) 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, the cost of expensive roll stacks is surprising.
The third is to use the bunding protecting wall formed each other by the H-type support pile that muscle slot inserting structure is sequentially connected,
Such as the Chinese utility model patent of a Patent No. ZL201320461012.5 (notification number CN203559411U)《H-type supporting
Stake connection structure》Such a bunding protecting wall form is just disclosed, which 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
Bunding with river is blocked, destroys the ecological balance of river levee by wall construction completely.
Existing bunding protecting wall primarily serves the function of water blocking gear soil, and the surface of this bunding protecting wall is smooth, unfavorable
In climbing, because of the particularity of bunding protecting wall, just in case someone falls bunding protecting wall, climbed then being not easy fulls protecting wall
Bank, safety existing defects.If bunding protecting wall is using traditional cement pouring structure, can generally be poured on bunding protecting wall
Go out step.But be inconvenient to pour out step using the bunding protecting wall that concrete precast pile is built.In addition, existing bunding protection
Actual demand is often not achieved in its mechanical property of wall, and its construction cost is excessively high, long in time limit.
Therefore existing bunding Guardwall structures can be further improved optimization.
Invention content
First technical problem to be solved by this invention be for the above-mentioned prior art present situation and providing a kind of can make river
Stream carries out the ecological environment-friendly type bunding protecting wall of exchange of moisture with soil on bunding, this bunding protecting wall is not only secured, has good
Mechanical property, be additionally favorable for the ecological balance of bunding.
Technical solution is used by the present invention solves above-mentioned first technical problem：A kind of ecological environment-friendly type bunding protection
Wall, the H-type prestressed-concrete pile being inserted into soil including more, the cross section of the H-type prestressed-concrete pile is by two
The H-shaped that the web on two edges of a wing in a edge of a wing and connection is formed, two edges of a wing and web are in the both sides shape of H-type prestressed-concrete pile
Into the concave part extended along pile body length direction, adjacent two H-type prestressed-concrete piles are by being located at the muscle of edge of a wing side
Slot inserting structures to form is together；The muscle slot inserting structure is made of convex ribs and slot, and two H-type prestressed-concrete piles are mutually spelled
In the two edges of a wing side connect, one of edge of a wing side is equipped with the convex ribs, another edge of a wing side is equipped with the slot；Its
It is characterized in that：After two adjacent H-type prestressed-concrete piles lead to muscle groove inserting structures to form, front and rear perforation is formed
Supply water the penetrating passage passed through.
As a kind of specific implementation of penetrating passage, it is provided with to connect the extraneous and concave part on the above-mentioned edge of a wing
Permeable hole, the permeable hole and concave part form all or part of the penetrating passage.Moisture is via the front side edge of a wing during infiltration
The permeable hole on permeable hole, concave part and rear side (side opposite with front side) edge of a wing on (i.e. towards a side wing edge of river water)
Realize that river carries out exchange of moisture with the soil in bunding.So-called penetrating passage all referring to penetrating passage all only by permeable
Hole and concave part are formed, the part of so-called penetrating passage, refer to that penetrating passage can also be by following the in addition to permeable hole, concave part
One spacing, the second spacing collectively form.This mode convex ribs can also use continuous root long bead structures.
As another specific implementation of penetrating passage, above-mentioned convex ribs have more and along above and below the length directions on the edge of a wing
It is arranged at intervals, the first spacing is formed between neighbouring two convex ribs；In a state that convex ribs inserting is in slot, adjacent two H
The second spacing is formed between the edge of a wing of type prestressed-concrete pile, described in first spacing, the second spacing and concave part are formed
The all or part of penetrating passage.Moisture is via the first spacing, the second spacing, concave part and the rear side at the edge of a wing of front side during infiltration
The first spacing, the second spacing at the edge of a wing realize that river carries out exchange of moisture with the soil in bunding, are effectively mixed in H-type prestressing force
The stitching portion of solidifying soil stake forms the penetrating passage that the front and rear water supply penetrated through passes through.So-called penetrating passage all referring to penetrating passage
It is all only made of the first spacing, the second spacing, concave part, the part of so-called penetrating passage, refers to that penetrating passage is removed between first
Away from, can also be combined outside the second spacing, concave part and collectively formed with above-mentioned permeable hole.
Further to improve, adjacent two H-type prestressed-concrete pile stitching portions are located at former and later two edge of a wing sides
On convex ribs Heterogeneous Permutation.The pervious function of penetrating passage can be not only ensured in this way, but also river water can be avoided directly to wash away on bunding
Soil, can also slow down river water washes away dynamics.Preferably, the cross section of above-mentioned convex ribs is in outer small interior big trapezoidal, it is described to insert
The cross section of slot is in small trapezoidal of outer imperial palace.The cross section of convex ribs and slot is trapezoidal, this opening for allowing for slot has by outer
And it is interior be gradually reduced, be inserted into slot conducive to convex ribs, while but also convex ribs are combined closer, trapezoidal convex ribs and slotting with slot
Slot shape is additionally favorable for demoulding of the prefabricated pile in shaping manufacture process.
It is further improved, the outer wall on the above-mentioned edge of a wing is equipped with the tread portion trampled for people of polylith protrusion or indent, more
Block tread portion is arranged at intervals on the length direction of H-type prestressed-concrete pile.When this carries the H-type prestressed concrete of tread portion
During a part of the native stake as bunding protecting wall, tread portion is towards river, if someone falls bunding, the people at this moment fallen can be along
Tread portion is climbed upwards, to climb up bunding protecting wall so that this bunding protecting wall designs more humane in safety, is suitble to push away
It is wide to use.
As an improvement, the side on the above-mentioned edge of a wing is provided with for the hand steered armrest part held.The more convenient people of armrest part is set
Climbed along H-type prestressed-concrete pile, foot pedals portion during climbing, two it is hand steered live both sides armrest part, conducive to climbing, if do not had
Have armrest part can only foot pedals portion, while pull the tread portion for the side of living in, climb stepwise, climbing is relatively tired.In addition H-type prestressing force
The convex edge of a wing in concrete-pile both sides side just provides suitable installation position to armrest part, makes full use of H-type prestressed concrete
Stake own structural characteristics.
Preferably, above-mentioned armrest part is the groove set in the side on the edge of a wing along pile body length direction.First on pile body
It convenient for molding groove structure, is manufactured convenient for the molding of prefabricated pile, during handrail, finger is only needed to be inserted into then groove holds can be to
Upper climbing.Certainly, above-mentioned armrest part can also be more the side on the edge of a wing along pile body length direction be arranged at intervals and lateral protrusions
Column portion.Column portion is more convenient for people's gripping, and shortcoming is inconvenient to be integrally formed with pile body.
Soil losses are caused to washing away for bunding soil for water is avoided to flow through penetrating passage, make further optimization, it is adjacent
Two H-type prestressed-concrete piles in the space that surrounds jointly of opposite two concave parts filled with rubble or
Grain object.Not only kept the pervious function of penetrating passage in this way, but avoid river water wash away caused by bunding soil losses.
Second technical problem to be solved by this invention is to provide a kind of H-type for being suitable for aforementioned bunding protecting wall
Prestressed-concrete pile.
The present invention solves above-mentioned second technical problem and following several parallel technical solutions can be used.
A kind of H-type prestressed-concrete pile available for aforementioned bunding protecting wall, including two wings in two edges of a wing and connection
The web of edge, the cross section of H-type prestressed-concrete pile are the H-shaped being made of the web on two edges of a wing in two edges of a wing and connection,
Two edges of a wing and web form the concave part extended along pile body length direction in the both sides of H-type prestressed-concrete pile；Its feature
It is：The convex ribs are equipped on the side on two edges of a wing of H-type prestressed-concrete pile the same side, in advance should positioned at H-type
It is equipped with the slot on the side on two edges of a wing of power concrete-pile opposite side, the convex ribs there are more and along the length on the edge of a wing
Direction is arranged at intervals up and down.
The H-type prestressed-concrete pile is optimal case, and the program only needs a kind of H-type prestressed concrete of structure type
Pilework achieves that the construction of aforementioned bunding protecting wall.
A kind of H-type prestressed-concrete pile available for aforementioned bunding protecting wall, including two wings in two edges of a wing and connection
The web of edge, the cross section of H-type prestressed-concrete pile are the H-shaped being made of the web on two edges of a wing in two edges of a wing and connection,
Two edges of a wing and web form the concave part extended along pile body length direction in the both sides of H-type prestressed-concrete pile；Its feature
It is：In two edges of a wing of H-type prestressed-concrete pile the same side, the side on one of edge of a wing is equipped with described convex
Muscle, the side on another edge of a wing are equipped with the slot, and convex ribs have more and are arranged at intervals up and down along the length direction on the edge of a wing.With
It is upper to select scheme to be secondary.
A kind of H-type prestressed-concrete pile available for aforementioned bunding protecting wall, including two wings in two edges of a wing and connection
The web of edge, the cross section of H-type prestressed-concrete pile are the H-shaped being made of the web on two edges of a wing in two edges of a wing and connection,
Two edges of a wing and web form the concave part extended along pile body length direction in the both sides of H-type prestressed-concrete pile；Its feature
It is：The convex ribs or slot are equipped on the side on the edge of a wing of H-type prestressed-concrete pile both sides, the convex ribs have more
Root is simultaneously arranged at intervals up and down along the length direction on the edge of a wing.It is alternative solution above.
Compared with prior art, the advantage of the invention is that：This ecological environment-friendly type protecting wall is inserted into soil by more
H-type prestressed-concrete pile be mutually inserted to be formed, overall structure advantages of simple, without complicated connection structure, H-type prestressing force
Concrete-pile with Z-type, U-shaped other cross-sectional shapes concrete-pile compared with, in anti-soil lateral pressure, water pressure resistance, anti-wave
It is even better in terms of unrestrained power and the stability of antidumping, so as to ensure the intensity of protecting wall；And before because being formed on protecting wall
The penetrating passage that the water supply penetrated through afterwards passes through, such river water can be penetrated into bunding soil by penetrating passage, make bunding
The enough moisture of neighbouring soil conservation in addition, as the soil moisture near bunding is excessive, also can pass through penetrating passage and penetrate into
In river water, river and the exchange of moisture in bunding soil are realized, furthermore, the penetrating passage on protecting wall can be the biologies such as fishes and shrimps shellfish
Boarding and breeding place are provided, this bunding protecting wall is finally made to be more conducive to the ecological balance, while bunding soil can be avoided because of river water
It washes away and causes to be lost in, but also the safer stabilization of this bunding protecting wall.
Description of the drawings
Fig. 1 is the dimensional structure diagram one of bunding protecting wall one embodiment of the present invention；
Fig. 2 is the dimensional structure diagram two of bunding protecting wall one embodiment of the present invention；
Fig. 3 is the side view of bunding protecting wall one embodiment of the present invention
Fig. 4 is sectional view of the bunding protecting wall one embodiment of the present invention along cross-sectional direction；
Fig. 5 is the dimensional structure diagram one of second embodiment of bunding protecting wall of the present invention；
Fig. 6 is the dimensional structure diagram two of second embodiment of bunding protecting wall of the present invention；
Fig. 7 is sectional view of second embodiment of bunding protecting wall of the present invention along cross-sectional direction；
Fig. 8 is the dimensional structure diagram of H-type prestressed-concrete pile one embodiment of the present invention；
Fig. 9 is the vertical view of H-type prestressed-concrete pile one embodiment of the present invention；
Figure 10 is the vertical view of second embodiment of H-type prestressed-concrete pile of the present invention；
Figure 11 is the vertical view of H-type prestressed-concrete pile third example structure 1 of the present invention；
Figure 12 is the vertical view of H-type prestressed-concrete pile third example structure 2 of the present invention；
Figure 13 is the dimensional structure diagram of the 4th embodiment of H-type prestressed-concrete pile of the present invention；
Figure 14 is the vertical view of the 4th embodiment of H-type prestressed-concrete pile of the present invention.
Specific embodiment
The present invention is described in further detail below in conjunction with attached drawing embodiment.
As shown in figures 1-4, it is a preferred embodiment of bunding protecting wall of the present invention.
A kind of ecological environment-friendly type bunding protecting wall, the H-type prestressed-concrete pile 1 being inserted into soil including more, the H-type
Prestressed-concrete pile 1 is reinforced concrete structure, and length is 5 meters -30 meters, is factory produced, in pile body in production process
Reinforcing bar be applied with prestressing force.
The cross section of H-type prestressed-concrete pile 1 is to be made of the web 12 on two edges of a wing 11 in two edges of a wing 11 and connection
H-shaped, two edges of a wing 11 and web 12 are formed in the both sides of H-type prestressed-concrete pile 1 along pile body length direction (such as figure Y-direction
It is shown) extension concave part 13.Two adjacent H-type prestressed-concrete piles 1 are by being located at the muscle slot inserting of 11 side of the edge of a wing
Structures to form together, wherein, muscle slot inserting structure is made of convex ribs 2 and slot 3, and two H-type prestressed-concrete piles 1 are mutual
In two edges of a wing, 11 side of splicing, one of 11 side of the edge of a wing is equipped with convex ribs 2, another 11 side of edge of a wing is equipped with described insert
Slot 3；After two H-type prestressed-concrete piles 1 splice, the penetrating passage 4 that the front and rear water supply penetrated through passes through, penetrating passage 4 are formed
Width be less than 15 ㎝.The sky that two opposite concave parts 13 surround jointly in two adjacent H-type prestressed-concrete piles 1
Between rubble or particulate matter are filled in 7.Rubble is not shown in drawing.The pervious function of penetrating passage had not only been kept in this way, but also
Avoid river water wash away caused by soil losses.Soil near bunding is made to keep enough moisture, the plant on bunding can absorb
Enough moisture ensures the survival rate of plant, in addition, as the soil moisture near bunding is excessive, also can pass through penetrating passage 4 and permeates
Into river water, this bunding protecting wall is finally made to be more conducive to the ecological balance.
Specifically, the convex ribs 2 in muscle slot inserting structure are disposed therein the edge of a wing 11 of a H-type prestressed-concrete pile 1
On side, convex ribs 2 have more and are arranged at intervals up and down (as shown in figure Y-direction) along the length direction on the edge of a wing, neighbouring two convex ribs 2
Between form the first spacing d1；Slot 3 in muscle slot inserting structure is arranged on another adjacent H-type prestressed-concrete pile
On 11 side of the edge of a wing.In a state that 2 inserting of convex ribs is in slot 3, the edge of a wing 11 of adjacent two H-type prestressed-concrete piles 1
Between form the width of the second spacing d2, the second spacing d2 and should ensure that finger can be inserted into, the first spacing d1, the second spacing d2 and recessed
Groove portion 13 forms the whole of the penetrating passage 4.Fig. 3 arrows instruction direction is flow permeation pathway.Moisture is via preceding during infiltration
The first spacing d1 at the first spacing d1, the second spacing d2, concave part 13 and the rear side edge of a wing 11 at side wing edge 11, the second spacing
D2 realizes that river carries out exchange of moisture with the soil in bunding, is effectively formed in the stitching portion of H-type prestressed-concrete pile front and rear
The penetrating passage 4 that the water supply of perforation passes through.
2 Heterogeneous Permutation of convex ribs on former and later two edges of a wing 11.The pervious function of penetrating passage 4 can be both ensured in this way,
The soil that river water can be avoided directly to wash away on bunding again, can also slow down river water washes away dynamics.The cross section of convex ribs 2 is in outer small interior
Big is trapezoidal, and the cross section of slot 3 is in small trapezoidal of outer imperial palace.The cross section of convex ribs 2 and slot 3 is trapezoidal, this allows for inserting
The opening of slot 3 has to be gradually reduced from outside to inside, is inserted into slot 3 conducive to convex ribs 2, while but also convex ribs 2 are combined more with slot 3
Closely, trapezoidal convex ribs 2 and 3 shape of slot are additionally favorable for demoulding of the prefabricated pile in shaping manufacture process.
The outer wall 111 on the edge of a wing 11 is equipped with the tread portion 5 trampled for people of polylith protrusion or indent, polylith tread portion 5
It is arranged at intervals on the length direction of H-type prestressed-concrete pile 1.The side on the edge of a wing 11 is provided with for the hand steered handrail held
Portion.Armrest part is the groove 6 set in the side on the edge of a wing 11 along 1 length direction of H-type prestressed-concrete pile in the present embodiment.When
Right armrest part is alternatively more and is arranged at intervals in the side on the edge of a wing 11 along 1 length direction of H-type prestressed-concrete pile and lateral convex
The column portion risen.
Because H-type prestressed-concrete pile 1 is equipped with tread portion 5 and supplies the hand steered groove 6 held, polylith tread portion 5 is along pile body 1
Length direction be arranged at intervals, in this way when a part of the prefabricated pile as bunding protecting wall, tread portion 5 towards river, if
Someone falls bunding, and the people at this moment fallen can upwards climb along tread portion, foot pedals portion 5 during climbing, two it is hand steered live both sides
Groove 6, to climb up bunding protecting wall so that designed in safety using the bunding protecting wall of this prefabricated pile more humane.
This ecological environment-friendly type protecting wall is made of continuous more H-type prestressed-concrete piles 1, during construction, first according to setting
Meter requirement, the H-type prestressed-concrete pile 1 that more have been produced successively squeeze into soil by fulls, and soil is inserted into each stake position
Pile body length in layer is more than the long half of whole stake, while makes the edge of a wing 11 of adjacent two H-type prestressed-concrete piles 1
3 mutual inserting of convex ribs 2 and slot in side, continuous more H-type prestressed-concrete piles 1 form continuous protecting wall, so
Afterwards in being surrounded jointly by the edge of a wing 11 and web 12 of two adjacent H-type prestressed-concrete piles 1 above dirt bed
Rubble is filled in space 7.The work progress of entire protecting wall is simple and convenient, can form modular construction mode.
It is second embodiment of bunding protecting wall of the present invention as shown in Fig. 5~7.
The difference of the present embodiment and one embodiment is：It is provided with to connect extraneous and concave part 13 on the edge of a wing 11
Multiple permeable holes 8, each permeable hole 8 and concave part 13 form the whole of the penetrating passage 4.Moisture is via the front side wing during infiltration
Permeable hole 8 on permeable hole 8, concave part 13 and the rear side edge of a wing 11 on edge 11 realizes that river carries out moisture with the soil in bunding
It exchanges.
Certainly, the permeable hole 8 on the front side edge of a wing 11, concave part 13 and the first spacing for combining rear side 11 stitching portion of the edge of a wing
D1, the second spacing d2 can also collectively form penetrating passage 4.
As shown in Figure 8,9, it is one embodiment of H-type prestressed-concrete pile of the present invention.
A kind of H-type prestressed-concrete pile for aforementioned bunding protecting wall, including two wings in two edges of a wing 11 and connection
The web 12 of edge 11, the cross section of H-type prestressed-concrete pile 1 is by the web 12 on two edges of a wing 11 in two edges of a wing 11 and connection
The H-shaped of composition, two edges of a wing 11 and web 12 are formed along pile body length direction in the both sides of H-type prestressed-concrete pile 1 (as schemed
Shown in Y-direction) extension concave part 13.It is equipped on the side on two edges of a wing 11 of 1 the same side of H-type prestressed-concrete pile
The convex ribs 2 are equipped with the slot 3 on the side on two edges of a wing 11 of 1 opposite side of H-type prestressed-concrete pile；It is convex
Muscle 2 has more and is arranged at intervals up and down (as shown in figure Y-direction) along the length direction on the edge of a wing 11, there is between neighbouring two convex ribs
One spacing d1.The H-type prestressed-concrete pile of this structure in its stitching portion can just form penetrating passage 4 after mutually splicing.
As shown in Figure 10, it is second embodiment of H-type prestressed-concrete pile of the present invention.
Difference lies in convex ribs for H-type prestressed-concrete pile one embodiment of the present embodiment and aforementioned bunding protecting wall
2 is different with the installation position of slot 3：In two edges of a wing 11 of 1 the same side of H-type prestressed-concrete pile, one of wing
The side of edge 11 is equipped with the convex ribs 2, and the side on another edge of a wing 11 is equipped with slot 3.
As shown in Figure 11,12, it is the third embodiment of H-type prestressed-concrete pile of the present invention.
Difference lies in convex ribs for H-type prestressed-concrete pile one embodiment of the present embodiment and aforementioned bunding protecting wall
2 is different with the installation position of slot 3：Be equipped on the side on the edge of a wing of 1 both sides of H-type prestressed-concrete pile convex ribs 2 or
Slot 3.
It is the 4th embodiment of H-type prestressed-concrete pile of the present invention as shown in Figure 13,14.
H-type prestressed-concrete pile one embodiment of the present embodiment and aforementioned bunding protecting wall difference lies in；The wing
The permeable hole 8 for connecting extraneous and concave part 13 is provided on edge 11.
Although the preferred embodiment of the present invention described in detail above, it is to be clearly understood that for this field
Technical staff for, the invention may be variously modified and varied.That is made all within the spirits and principles of the present invention appoints
What modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (12)
1. a kind of ecological environment-friendly type bunding protecting wall, the H-type prestressed-concrete pile (1) being inserted into soil including more, the H
The cross section of type prestressed-concrete pile (1) is to be made of the web (12) of two edges of a wing (11) of two edges of a wing (11) and connection
H-shaped, two edges of a wing (11) and web (12) are formed along pile body length direction in the both sides of H-type prestressed-concrete pile (1) and are extended
Concave part (13), adjacent two H-type prestressed-concrete piles (1) are by being located at the muscle slot inserting structure of the edge of a wing (11) side
It is stitched together；The muscle slot inserting structure is made of convex ribs (2) and slot (3), and two H-type prestressed-concrete piles (1) are mutually spelled
In two edge of a wing (11) sides connect, the one of edge of a wing (11) side is equipped with the convex ribs (2), another edge of a wing (11) side
Equipped with the slot (3)；It is characterized in that：The convex ribs (2) have more and along the edge of a wing (11) length direction between the upper and lower every setting
It puts, after two adjacent H-type prestressed-concrete piles (1) lead to muscle groove inserting structures to form, is formed in stitching portion front and rear
The penetrating passage (4) that the water supply of perforation passes through.
2. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：Use is provided on the edge of a wing (11)
In the extraneous permeable hole (8) with the concave part (13) of connection, the permeable hole (8) and concave part (13) form the penetrating passage
(4) part.
3. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：Neighbouring two convex ribs (2) it
Between form the first spacing (d1)；In a state that convex ribs (2) inserting is in slot (3), adjacent two H-type prestressed-concrete piles
(1) the second spacing (d2), first spacing (d1), the second spacing (d2) and concave part (13) structure are formed between the edge of a wing (11)
Into all or part of the penetrating passage (4).
4. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：Positioned at former and later two edges of a wing (11)
Convex ribs (2) Heterogeneous Permutation on side.
5. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：The cross section of the convex ribs (2)
In outer small interior big trapezoidal, the cross section of the slot (3) is in small trapezoidal of outer imperial palace.
6. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：The outer wall of the edge of a wing (11)
(111) tread portion (5) trampled for people of polylith protrusion or indent is equipped with, polylith tread portion (5) is in H-type prestressed concrete
It is arranged at intervals on the length direction of native stake (1).
7. ecological environment-friendly type bunding protecting wall according to claim 6, it is characterised in that：The side of the edge of a wing (11) is set
It is equipped with for the hand steered armrest part held.
8. ecological environment-friendly type bunding protecting wall according to claim 7, it is characterised in that：The armrest part is on the edge of a wing
(11) groove (6) that side is set along H-type prestressed-concrete pile (1) length direction or for more in the side of the edge of a wing (11)
Face is arranged at intervals along H-type prestressed-concrete pile (1) length direction and the column portion of lateral protrusions.
9. ecological environment-friendly type bunding protecting wall according to claim 1, it is characterised in that：Two adjacent H-types are pre-
Rubble or particulate matter are filled in the space (7) that two opposite concave parts (13) surround jointly in prestressed concrete stake (1).
10. a kind of H-type prestressed-concrete pile that can be used for the bunding protecting wall as described in any one of claim 1~9, including two
A edge of a wing (11) and the web (12) for connecting two edges of a wing (11), the cross section of H-type prestressed-concrete pile (1) is by two wings
The H-shaped that the web (12) of two edges of a wing (11) of edge (11) and connection is formed, two edges of a wing (11) and web (12) are in H-type prestressing force
The both sides of concrete-pile (1) form the concave part (13) extended along pile body length direction；It is characterized in that it is mixed positioned at H-type prestressing force
The convex ribs (2) are equipped on the side of two edges of a wing (11) of solidifying soil stake (1) the same side, positioned at H-type prestressed-concrete pile
(1) it is equipped with the slot (3) on the side of two edges of a wing (11) of opposite side, the convex ribs (2) there are more and along the edge of a wing
(11) length direction is arranged at intervals up and down.
11. a kind of H-type prestressed-concrete pile that can be used for the bunding protecting wall as described in any one of claim 1~9, including two
A edge of a wing (11) and the web (12) for connecting two edges of a wing (11), the cross section of H-type prestressed-concrete pile (1) is by two wings
The H-shaped that the web (12) of two edges of a wing (11) of edge (11) and connection is formed, two edges of a wing (11) and web (12) are in H-type prestressing force
The both sides of concrete-pile (1) form the concave part (13) extended along pile body length direction；It is characterized in that it is mixed positioned at H-type prestressing force
In two edges of a wing (11) of solidifying soil stake (1) the same side, the side of one of edge of a wing (11) is equipped with the convex ribs (2), another
The side of a edge of a wing (11) is equipped with the slot (3), and the convex ribs (2) have more and along above and below the length direction of the edge of a wing (11)
It is arranged at intervals.
12. a kind of H-type prestressed-concrete pile that can be used for the bunding protecting wall as described in any one of claim 1~9, including two
A edge of a wing (11) and the web (12) for connecting two edges of a wing (11), the cross section of H-type prestressed-concrete pile (1) is by two wings
The H-shaped that the web (12) of two edges of a wing (11) of edge (11) and connection is formed, two edges of a wing (11) and web (12) are in H-type prestressing force
The both sides of concrete-pile (1) form the concave part (13) extended along pile body length direction；It is characterized in that it is mixed positioned at H-type prestressing force
It is equipped with the convex ribs (2) or slot (3) on the side on the edge of a wing of solidifying soil stake (1) both sides, the convex ribs (2) there are more and along the wing
The length direction of edge (11) is arranged at intervals up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610136360.3A CN105625257B (en) | 2016-03-10 | 2016-03-10 | Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610136360.3A CN105625257B (en) | 2016-03-10 | 2016-03-10 | Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105625257A CN105625257A (en) | 2016-06-01 |
| CN105625257B true CN105625257B (en) | 2018-06-22 |
Family
ID=56040567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610136360.3A Active CN105625257B (en) | 2016-03-10 | 2016-03-10 | Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625257B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049460B (en) * | 2016-07-19 | 2020-07-17 | 周兆弟 | Precast pile capable of being connected by steel strands and connecting method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005023570A (en) * | 2003-06-30 | 2005-01-27 | Ps Mitsubishi Construction Co Ltd | Pile for underpass side wall and water cut-off method of underpass side wall |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203546713U (en) * | 2013-07-31 | 2014-04-16 | 俞晓东 | H-type support pile connecting structure |
| CN204875759U (en) * | 2015-08-14 | 2015-12-16 | 海盐汇祥新型建材科技有限公司 | Ecological plastic steel combination sheet pile with tubular structure |
| CN105780756B (en) * | 2016-03-10 | 2018-08-21 | 俞向阳 | Protecting wall and H-type prestressed-concrete pile for the protecting wall |
| CN205444088U (en) * | 2016-03-10 | 2016-08-10 | 俞向阳 | Ecological environment -friendly bank dyke revetment and be used for H type prestressed concrete pile of this protective wall |
-
2016
- 2016-03-10 CN CN201610136360.3A patent/CN105625257B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005023570A (en) * | 2003-06-30 | 2005-01-27 | Ps Mitsubishi Construction Co Ltd | Pile for underpass side wall and water cut-off method of underpass side wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105625257A (en) | 2016-06-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544465B (en) | A kind of bunding protecting wall | |
| CN105625261B (en) | Quick-assembling green plant growth barricade precast concrete block and system and construction method | |
| CN202672093U (en) | Anchoring type dock wall structure of sheet-pile wall | |
| CN101092850A (en) | Method and installation for rising building or historical building / cluster of historical building integrally | |
| CN205934908U (en) | Concrete precast pile and manger plate fender building structure for soil | |
| CN108360678A (en) | A kind of assembled beam-column node tenon connection structure | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN109183838B (en) | A kind of high anti-floating cracking resistance basement floor constructions and its design method | |
| CN206591509U (en) | Protecting wall and the precast concrete pile for building protecting wall | |
| CN205604228U (en) | Hollow concrete pile and adopt this ecological environment -friendly bank dyke revetment | |
| CN205444170U (en) | Ecological environment -friendly bank dyke revetment and be used for concrete pile of this protective wall | |
| CN105780756B (en) | Protecting wall and H-type prestressed-concrete pile for the protecting wall | |
| CN105672253B (en) | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN205444088U (en) | Ecological environment -friendly bank dyke revetment and be used for H type prestressed concrete pile of this protective wall | |
| CN105625257B (en) | Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall | |
| CN105625300B (en) | Ecological environment-friendly type bunding protecting wall and the concrete-pile for the protecting wall | |
| CN106013137B (en) | Prestressed-concrete pile and the combination using this | |
| CN205348097U (en) | Bank dyke revetment | |
| CN207647033U (en) | A kind of precast reinforced basket structure | |
| CN205688429U (en) | H type prestressed-concrete pile and use this combination | |
| CN205444165U (en) | Protective wall and be used for H type prestressed concrete pile of this protective wall | |
| CN209875164U (en) | Box-type top plate structure of urban tunnel branch | |
| CN201485843U (en) | Stream-guidance navigation pier structure | |
| CN100371546C (en) | Plaster hollow large panel pouring concrete wall and manufacturing method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |