CN108867552A - A kind of riverbank peg board revetment structure and revetment method - Google Patents
A kind of riverbank peg board revetment structure and revetment method Download PDFInfo
- Publication number
- CN108867552A CN108867552A CN201810687598.4A CN201810687598A CN108867552A CN 108867552 A CN108867552 A CN 108867552A CN 201810687598 A CN201810687598 A CN 201810687598A CN 108867552 A CN108867552 A CN 108867552A
- Authority
- CN
- China
- Prior art keywords
- bank
- prefabricated pile
- riverbank
- revetment
- slope
- 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
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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention discloses a kind of riverbank peg board revetment structure, including bank slope and bank foot, the bank foot is connect with the bank slope, riverbank revetment structure of dressing up further includes the first prefabricated pile, second prefabricated pile and protection board component, one end of the protection board component covers the bank foot, the other end of the protection board component is attached at the bank slope, one end of first prefabricated pile is embedded in the bank foot, the other end of first prefabricated pile is embedded in the protection board component, one end of second prefabricated pile is embedded in the bank slope, the other end of second prefabricated pile is embedded in the protection board component.The invention also discloses a kind of revetment method of riverbank peg board, peg board revetment structural volume in riverbank provided by the invention is small, solid and reliable, the clear base project amount as the revetment structure of soil property bank levee dam foundation plinth, before reducing revetment.
Description
Technical field
The present invention relates to civil engineering technical fields, and in particular to a kind of riverbank peg board revetment structure and revetment method.
Background technique
Riverbank irrigation canals and ditches dykes and dams revetment is the most common base of most common most common civil engineering and rural area in daily engineering
Infrastructure engineering.In flood period also often it can be seen that riverbank is collapsed, irrigation canals and ditches collapse, reservoir, hilly pond, dykes and dams wash away dike slopes landslide, road
The natural calamities phenomenon such as base, slope failure.The phenomenon that riverbank of some cemented rocks is also often washed away by flood.It is each in rural area
Ground is everywhere it can be seen that worm-eaten soil property riverbank river levee, has seriously affected beautiful rural natural landscape.To industrial or agricultural
Production or communications and transportation, the production and living of the people are brought difficult and loss, are brought to national basis Facilities Construction certain
Economic loss.Study carefully its origin cause of formation that collapses, soil property riverbank irrigation canals and ditches dykes and dams collapse, the mainly fast section of the narrow water velocity in riverbed gorge, and
Turn section is easy to happen riverbank and collapses, and especially the excurvation riverbank of turn section is easier to collapse, and river water is by turning round
When section, be outer gulf rush inner bay silt, bank base sandy soil basis is emptied due to sluicing bank foot, top riverbank unstability is caused to collapse.Institute
It is the significant points of sluicing with bank foot, cemented rock riverbank is collapsed, and the clear base depth in mainly basis is inadequate, and current scour is drawn
Space base plinth sand below causes top cemented rock riverbank unstability to collapse.Roadbed side slope, landslide are mainly rain penetration
It is caused.River levee riverbank dykes and dams revetment, roadbed side slope revetment are equally the important components of new countryside construction.
It is gravity wall body cemented rock revetment that the current most common revetment method is most commonly used, concrete is die-filling pours
Revetment；Both revetments enclose that water clear base side amount is big, and cemented rock side's amount is big, and cemented rock quality, which is difficult to reach full irrigation, completely builds, and make
It is of poor quality that building block barnacle body overall structure is slurried, and project cost is high, mechanized construction degree is low, and the construction time is long.Protection
Board group part revetment；Although this small speed of application of revetment cost is fast, overall structure is poor, once tearing openning by flood very
It is easy to happen to fall off and collapse.There are also mud knot placed rockfill revetment, riverbank jackstone spats, objective case cage mounted stone revetment, timber spats is knit,
Although the structure of these revetments is varied, also has his own strong points and respectively have shortage.Because riverbank revetment project amount is big, route farm labourer
Journey cost is big.It can not be as repairing bridge, building dam must be by basis clearly to the rock foundation in riverbed.Existing riverbank basis is most of
It is all silt particle stone foundation, if will be expended to rock foundation clearly huge.
Therefore, it is necessary to provide the new riverbank peg board revetment structure of one kind and revetment method solution above-mentioned technical problem.
Summary of the invention
The main object of the present invention is to provide a kind of riverbank peg board revetment structure and revetment method, it is intended to solve the relevant technologies
Middle bank foot is easy to be emptied by current scour, and the clear base project amount before revetment is bigger, and construction speed is slow, cost mistake
It is high.
To achieve the above object, a kind of riverbank peg board revetment structure proposed by the present invention, including bank slope and bank foot, the bank
Foot is connect with the bank slope, and the riverbank peg board revetment structure further includes the first prefabricated pile, the second prefabricated pile and protection board component,
One end of the protection board component covers the bank foot, and the other end of the protection board component is attached at the bank slope, and described the
One end insertion bank foot of one prefabricated pile, the other end insertion protection board component of first prefabricated pile, described second
One end of prefabricated pile is embedded in the bank slope, and the other end of second prefabricated pile is embedded in the protection board component.
Preferably, first prefabricated pile includes reinforcement cage structure and protective layer, and the reinforcement cage structure is embedded in the guarantor
Sheath.
Preferably, the protection board component includes reinforcing bar stratum reticulare and concrete layer, and the concrete layer covers the reinforcing bar
Stratum reticulare.
Preferably, the reinforcing bar stratum reticulare is run through in one end of first prefabricated pile, and protrudes into the concrete layer, and described the
The reinforcing bar stratum reticulare is run through in one end of two prefabricated piles, and protrudes into the concrete layer.
Preferably, the quantity of first prefabricated pile and second prefabricated pile is multiple, and first prefabricated pile
Length be greater than second prefabricated pile length.
Preferably, the bank slope includes dike face and slope surface, and the slope surface extends to the bank foot, institute from dike face inclination
It states and is formed with multiple tree planting holes on dike face.
Preferably, the bank foot includes step surface, and the step surface is connect with the slope surface, and the one of the protection board component
End covers the step surface, and the other end of the protection board component is attached at the slope surface.
Preferably, the bank foot includes horizontal plane, and the horizontal plane is connect with the slope surface, and the one of the protection board component
End covers the horizontal plane, and the other end of the protection board component is attached at the slope surface.
Preferably, the described one end of bank instep from the bank slope, which is filled out, is equipped with slurry stone spats.
Preferably, a kind of revetment method of riverbank peg board revetment structure, including step：
S1, clear base repairing shaping compacting is carried out to bank slope and bank foot, the first prefabricated pile is then squeezed by institute by piling machine
Bank foot is stated, the second prefabricated pile squeezes into the bank slope, and the pile crown of first prefabricated pile and the second prefabricated pile is exposed to earth's surface；
S2, reinforcing bar stratum reticulare is laid on the bank foot and the bank slope, and by the first prefabricated pile and the second prefabricated pile
Through the reinforcing bar stratum reticulare, then the casting concrete on reinforcing bar stratum reticulare forms concrete layer, the steel to concrete setting
Rib net layer and the concrete layer form protection board component；
S3, it then fills out to set in the described one end of bank instep from the bank slope and starches stone spats, the slurry stone spats and the guarantor
The connection of backplate component, which is filled out, to be set, and the riverbank peg board revetment structure is formed.
First prefabricated pile is squeezed into bank placement of foot by peg board revetment structure in riverbank provided by the invention, and the second prefabricated pile is squeezed into
Bank slope position, and protection board component is cast in above, form peg board integrated structure.Whole peg board revetment knot is formed in this way
Structure is small in size, solid and reliable advantage, as the revetment structure of soil property bank levee dam foundation plinth, to reach reduction engineering
Amount, the clear base project amount before avoiding revetment, and reduce riverbank, irrigation canals and ditches, dykes and dams revetment project amount and project cost, it improves
Mechanized construction degree, protects embankment to collapse from flood erosion, and construction quality is safe and reliable.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
The structure shown according to these attached drawings obtains other attached drawings.
Fig. 1 is the structural schematic diagram of the first embodiment of peg board revetment structure in riverbank provided by the invention；
Fig. 2 is the structural schematic diagram of the first prefabricated pile shown in FIG. 1；
Fig. 3 is the cross-sectional view of the first prefabricated pile shown in Fig. 2；
Fig. 4 is the structural schematic diagram of the second embodiment of peg board revetment structure in riverbank provided by the invention.
Drawing reference numeral explanation：
1, bank foot；2, bank slope；21, dike face；22, slope surface；3, the first prefabricated pile；4, the second prefabricated pile；31, steel reinforcement cage knot
Structure；32, protective layer；5, protection board component；51, reinforcing bar stratum reticulare；52, concrete layer；6, tree planting hole；7, step surface；8, slurry stone shield
Foot；9, horizontal plane.
The embodiments will be further described with reference to the accompanying drawings for the realization, the function and the advantages of the object of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiment is only a part of the embodiments of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute is only used in the embodiment of the present invention
In explaining in relative positional relationship, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, if should
When particular pose changes, then directionality instruction also correspondingly changes correspondingly.
In addition, the description for being such as related to " first ", " second " in the present invention is used for description purposes only, and should not be understood as
Its relative importance of indication or suggestion or the quantity for implicitly indicating indicated technical characteristic.Define as a result, " first ",
The feature of " second " can explicitly or implicitly include at least one of the features.In the description of the present invention, " multiple " contain
Justice is at least two, such as two, three etc., unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " connection ", " fixation " etc. shall be understood in a broad sense,
For example, " fixation " may be a fixed connection, it may be a detachable connection, or integral；It can be mechanical connection, be also possible to
Electrical connection；It can be directly connected, the connection inside two elements or two can also be can be indirectly connected through an intermediary
The interaction relationship of a element, unless otherwise restricted clearly.It for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
It in addition, the technical solution between each embodiment of the present invention can be combined with each other, but must be general with this field
Based on logical technical staff can be realized, it will be understood that when the combination of technical solution appearance is conflicting or cannot achieve this
The combination of technical solution is not present, also not the present invention claims protection scope within.
First embodiment
Referring to Fig. 1, in an embodiment of the present invention, riverbank peg board revetment structure, including bank slope 2 and bank foot 1, bank foot 1
It is connect with bank slope 2, riverbank peg board revetment structure further includes the first prefabricated pile 3, the second prefabricated pile 4 and protection board component 5, protection board
One end of component 5 covers bank foot 1, and the other end of protection board component 5 is attached at bank slope 2, and one end of the first prefabricated pile 3 is embedded in bank foot
1, the other end of the first prefabricated pile 3 is embedded in protection board component 5, and one end of the second prefabricated pile 4 is embedded in bank slope 2, the second prefabricated pile 4
The other end is embedded in protection board component 5.
First prefabricated pile 3 is squeezed into 1 position of bank foot by peg board revetment structure in riverbank provided by the invention, and the second prefabricated pile 4 is beaten
Enter 2 position of bank slope, and protection board component 5 is cast in above, forms peg board integrated structure.Whole peg board shield is formed in this way
Small, the solid and reliable advantage of structural volume is built, as the revetment structure of soil property bank levee dam foundation plinth, to reach reduction work
Cheng Liang, the clear base project amount before avoiding revetment, and reduce riverbank, irrigation canals and ditches, dykes and dams revetment project amount and project cost, it mentions
High mechanized construction degree, protects embankment to collapse from flood erosion, construction quality is safe and reliable.
Specifically, first will the riverbank of revetment, irrigation canals and ditches, slight slope, dykes and dams carry out enclosing the clear base repairing compacting shaping of water, mainly
For be exactly riverbank, irrigation canals and ditches and dykes and dams be possible to collapse, come down and by flood erosion location, then to bank slope 2
Basis carries out clear base repairing shaping compacting, carries out piling anchoring on 2 basis of bank slope and exposes pile crown, driving depth should be got to
Rock and hard stratum, to the more effective fruit of the earthwork is lockked, piling can be using piling machine piling or excavator indentation, and concrete can be with
It is conveyed using concrete pump, at 1 position of bank foot, the density of piling needs closeer, and 2 position of bank slope piling density then compares
Dilute, then placing concrete is first to pour bank foot 1, then pours bank slope 2, from the bottom up casting concrete, forms protection board group
Part 5 is combined by both protection board component 5 and prefabricated pile and forms peg board integral structure, makes full use of the body of peg board revetment structure
Product is small and solid and reliable.
Fig. 1 to 3 is please referred to, the first prefabricated pile 3 includes reinforcement cage structure 31 and protective layer 32, and the insertion of reinforcement cage structure 31 is protected
Sheath 32；Usual first prefabricated pile 3 needs the concrete using compression strength greater than C60 to make, and in reinforcement cage structure 31
On the basis of casting concrete formed protective layer 32, so that the first prefabricated pile 3 be made, the concrete crushing strength of use is greater than
It is higher for the protection intensity of reinforcement cage structure 31 that C60 is made protective layer 32, by using reinforcement cage structure 31 and protective layer 32
In conjunction with having fully ensured that the stability of prefabricated pile.
Referring to Fig. 1, protection board component 5 includes reinforcing bar stratum reticulare 51 and concrete layer 52, and concrete layer 52 covers steel
Rib net layer 51；Generally, it in the revetment engineering of riverbank, in order to guarantee the stability of protection board component 5, is then poured using multilayer,
By cast-in-place concrete, it then is laid with steel mesh on cast-in-place concrete layer 52, it can using steel fibre reinforced concrete hardening channel
To reduce concrete amount, channel globality can be enhanced, while engineering cost can be reduced；Generally, after each construction
A part of reserved steel bar net is wanted, steel mesh is continuously welded convenient for construction next time and keeps the whole continuous of whole riverbank revetment
Property, can the whole riverbank of continuous placing, reduce difficulty of construction.The protection board component 5 poured out in this way have structural strength it is high,
The advantages that durability is good, erosion resistibility is strong, relatively the riverbank embankment type in traditional technology have a variety of advantages.
Referring again to Fig. 1, reinforcing bar stratum reticulare 51 is run through in one end of the first prefabricated pile 3, and protrudes into concrete layer 52, and second is prefabricated
Reinforcing bar stratum reticulare 51 is run through in one end of stake 4, and protrudes into concrete layer 52；It is poured in the first prefabricated pile 3 and 4 upper end of the second prefabricated pile mixed
Solidifying soil layer 52, significantly enhances its globality, also can be convenient for guarantor even if situations such as being less likely to occur damage in use
The rock-steady structure for holding protection board component 5 and prefabricated pile entirety, avoid causes to fail under the permanent impact of water flow.
Further, the quantity of the first prefabricated pile 3 and the second prefabricated pile 4 is multiple, and the length of the first prefabricated pile 3 is big
In the length of the second prefabricated pile 4.Generally, the second prefabricated pile 4 is consistent with 3 structure of the first prefabricated pile, is protective layer 32 and reinforcing bar
Basket structure 31 combines composition；Further, by driving piles to the position for being easy to collapse, then again generally, close to river
The position soil property of bed is more loose, in order to keep entire peg board revetment structure more stable, then needs 1, bank foot in close riverbed
Set and squeeze into multiple first prefabricated piles 3, it will be able to the earthwork below fixed peg board well, and the first prefabricated pile 3 length
It can be good at the inside for being deep into the earthwork, then squeeze into multiple second prefabricated piles 4 inside bank slope 2, utilize the second prefabricated pile 4
The earthwork for locking bank slope 2 pricks the principle for generating water and soil conservation in soil similar to big tree root, while utilizing 3 He of the first prefabricated pile
Second prefabricated pile 4 supports entire 5 weight of protection board component to prevent plate from sinking.It is thus allowed to form the first prefabricated pile 3, second in advance
Stake 4 processed forms overall structure with protection board component 5.
Referring once again to Fig. 1, bank slope 2 includes dike face 21 and slope surface 22, and slope surface 22 extends to bank foot 1 from the inclination of dike face 21,
Multiple tree planting holes 6 are formed on dike face 21.In order to accomplish human oriented design, the dike face 21 of bank slope 2 is arranged to level land and is equipped with plant
Hole 6 is set, sunshade can be set up using tree planting hole 6, facilitates river cleaning worker to carry out river cleaning salvaging up and down and speedily carries out rescue work, it can
Facilitate tourist to play to waterside, is also convenient for fisherman and goes fishing in waterside, promote beauty on the whole and practicability.
Specifically, bank foot 1 includes step surface 7, and step surface 7 is connect with slope surface 22, and one end of protection board component 5 covers step
Face 7, the other end of protection board component 5 are attached at slope surface 22.Step surface 7 is poured at bank foot 1, can be lauched convenient for bank personnel
It sues and labours, while enhancing the ability of anti-current scour.
Further, bank foot 1 is filled out away from one end of bank slope 2 is equipped with slurry stone spats 8；Specifically, in bank foot 1 close to river water
Position, which is filled out, sets slurry stone spats 8, can be effectively prevented from water flow it is permanent wash away bank foot 1, so that effective revetment is extended to riverbed, and allow
Main body revetment structure enhances erosion resistibility not by torrential wash.
In embodiments of the present invention, 7 height of step surface of slurry stone spats 8 and bottom is consistent, and starches stone spats 8 from bank foot
1 extends in riverbed, and the main body of peg board revetment structure is made not will receive torrential wash, specifically, is connected to the step surface 7 of bottom
Another layer expose more than the low water level in riverbed, the step surface 7 of bottom and slurry stone spats 8 are covered by riverbed, can protect bank
The stabilization that 1 cubic metre of earth of foot prevents riverbank dykes and dams or bank foot 1 from collapsing.
Second embodiment
Referring to figure 4., riverbank peg board revetment structure includes bank slope 2 and bank foot 1, and bank foot 1 is connect with bank slope 2, and riverbank is dressed up
Revetment structure further includes the first prefabricated pile 3, the second prefabricated pile 4 and protection board component 5, and one end of protection board component 5 covers bank foot
1, the other end of protection board component 5 is attached at bank slope 2, and one end of the first prefabricated pile 3 is embedded in bank foot 1, the first prefabricated pile 3 it is another
End insertion protection board component 5, one end of the second prefabricated pile 4 are embedded in bank slope 2, the other end insertion protection board group of the second prefabricated pile 4
Part 5.
Bank foot 1 includes horizontal plane 9, and horizontal plane 9 is connect with slope surface 22, and one end of protection board component 5 covers horizontal plane 9, is protected
The other end of backplate component 5 is attached at slope surface 22.Specifically, the first prefabricated pile 3 is squeezed into 1 position of bank foot first, second is prefabricated
2 position of bank slope is squeezed into stake 4, and protection board component 5 is cast in above, forms peg board integrated structure；Further, in bank foot
It is arranged to horizontal plane 9 at 1, is connect with slope surface 22, is formed without step peg board revetment structure.Meanwhile bank foot 1 is away from bank slope 2
One end, which is filled out, is equipped with slurry stone spats 8；Specifically, it is filled out in bank foot 1 close to the position of river water and sets slurry stone spats 8, can be effectively prevented from
Water flow it is permanent wash away bank foot 1, so that effective revetment is extended to riverbed, and allow main body revetment structure not by torrential wash, enhance
Erosion resistibility.
What is provided in the present embodiment is high without step peg board revetment structural strength, and durability is good, the river in opposite traditional technology
Bank embankment type has a variety of advantages.
In embodiments of the present invention, driving depth should get to rock and hard stratum, to the more effective fruit of the earthwork is lockked, drive piles
It can be conveyed using concrete pump using piling machine piling or excavator indentation, concrete, emphasis basic part is beaten
The density of stake is high, the density of secondary position piling is low, efficiently controls cost.Generally, the diameter of prefabricated pile, depending on design
Depending on the length of prefabricated pile, it is desirable that be greater than the concrete of C60 using compression strength to pour prefabricated pile, built-in reinforcement cage structure 31
It is required that welding production.
In addition, want side slope cut slope off-load in high slope revetment and to divide step to carry out piling revetment stability more preferable,
And in reservoir, hilly pond sub-bottom changes revetment, mainly inner slope revetment, outer slope revetment will reserve drainage hole, prevent earth dam inner product
Water.
And for native canal revetment, then it first has to carry out clear base shaping to Tu Qu, then the position for being easy to collapse is beaten
Stake, then cloth reinforcing bar stratum reticulare 51, cast-in-place concrete again.Concrete can be reduced using reinforcing bar stratum reticulare 51 and concrete hardening to use
Amount, can be enhanced the globality of channel, while can reduce engineering cost.
The present invention also provides the revetment methods of a riverbank peg board revetment structure.
A kind of revetment method of riverbank peg board revetment structure, including step：
S1, clear base repairing shaping compacting is carried out to bank slope 2 and bank foot 1, is then squeezed into the first prefabricated pile 3 by piling machine
Bank foot 1, the second prefabricated pile 4 squeezes into bank slope 2, and the pile crown of the first prefabricated pile 3 and the second prefabricated pile 4 is exposed to earth's surface；
S2, reinforcing bar stratum reticulare 51 is laid on bank foot 1 and bank slope 2, and the first prefabricated pile 3 and the second prefabricated pile 4 is passed through
Reinforcing bar stratum reticulare 51 is worn, then the casting concrete on reinforcing bar stratum reticulare 51, to concrete setting, forms concrete layer 52, steel mesh
Layer 51 forms protection board component 5 with concrete layer 52；
S3, it then fills out to set away from one end of bank slope 2 in bank foot 1 and starches stone spats, slurry stone spats is connect with protection board component 5 to be filled out
If forming riverbank peg board revetment structure.
First prefabricated pile 33 is squeezed into 11 position of bank foot by the revetment method provided in the present embodiment, and the second prefabricated pile 4 is squeezed into
2 position of bank slope, and protection board component 5 is cast in above, peg board integrated structure is formed, while pouring slurry stone spats 8, resisted
Current scour.Small, the solid and reliable advantage of whole peg board revetment structural volume is formed in this way, as soil property riverbank dykes and dams
The revetment structure on basis, thus reach reduction project amount, the clear base project amount before avoiding revetment, and reduce riverbank, ditch
Canal, dykes and dams revetment project amount and project cost improve mechanized construction degree, embankment are protected to fall from flood erosion
It collapses, construction quality is safe and reliable.
The above is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all in the present invention
Design under, using equivalent structure transformation made by description of the invention and accompanying drawing content, or directly/be used in other phases indirectly
The technical field of pass is included in scope of patent protection of the invention.
Claims (10)
1. a kind of riverbank peg board revetment structure, including bank slope and bank foot, the bank foot are connect with the bank slope, which is characterized in that
The riverbank peg board revetment structure further includes the first prefabricated pile, the second prefabricated pile and protection board component, the protection board component
One end covers the bank foot, and the other end of the protection board component is attached at the bank slope, and one end of first prefabricated pile is embedding
Enter the bank foot, the other end of first prefabricated pile is embedded in the protection board component, one end insertion of second prefabricated pile
The other end of the bank slope, second prefabricated pile is embedded in the protection board component.
2. peg board revetment structure in riverbank as described in claim 1, which is characterized in that first prefabricated pile includes reinforcement cage structure
And protective layer, the reinforcement cage structure are embedded in the protective layer.
3. peg board revetment structure in riverbank as described in claim 1, which is characterized in that the protection board component include reinforcing bar stratum reticulare and
Concrete layer, the concrete layer cover the reinforcing bar stratum reticulare.
4. peg board revetment structure in riverbank as described in claim 1, which is characterized in that one end of first prefabricated pile is through described
Reinforcing bar stratum reticulare, and the concrete layer is protruded into, the reinforcing bar stratum reticulare is run through in one end of second prefabricated pile, and protrudes into described mixed
Solidifying soil layer.
5. peg board revetment structure in riverbank as described in claim 1, which is characterized in that first prefabricated pile and described second prefabricated
The quantity of stake is multiple, and the length of first prefabricated pile is greater than the length of second prefabricated pile.
6. peg board revetment structure in riverbank as described in claim 1, which is characterized in that the bank slope includes dike face and slope surface, described
Slope surface extends to the bank foot from dike face inclination, and multiple tree planting holes are formed on the dike face.
7. peg board revetment structure in riverbank as claimed in claim 6, which is characterized in that the bank foot includes step surface, the step
Face is connect with the slope surface, and one end of the protection board component covers the step surface, the other end patch of the protection board component
Set on the slope surface.
8. peg board revetment structure in riverbank as claimed in claim 6, which is characterized in that the bank foot includes horizontal plane, the level
Face is connect with the slope surface, and one end of the protection board component covers the horizontal plane, the other end patch of the protection board component
Set on the slope surface.
9. the riverbank peg board revetment structure as described in any one of claims 1 to 8, which is characterized in that the bank instep is from described
One end of bank slope, which is filled out, is equipped with slurry stone spats.
10. a kind of revetment method of riverbank peg board revetment structure, which is characterized in that including step：
S1, clear base repairing shaping compacting is carried out to bank slope and bank foot, the first prefabricated pile is then squeezed by the bank by piling machine
Foot, the second prefabricated pile squeezes into the bank slope, and the pile crown of first prefabricated pile and the second prefabricated pile is exposed to earth's surface；
S2, reinforcing bar stratum reticulare is laid on the bank foot and the bank slope, and the first prefabricated pile and the second prefabricated pile is run through
The reinforcing bar stratum reticulare, then the casting concrete on reinforcing bar stratum reticulare forms concrete layer, the steel mesh to concrete setting
Layer forms protection board component with the concrete layer；
S3, it then fills out to set in the described one end of bank instep from the bank slope and starches stone spats, the slurry stone spats and the protection board
Component connection, which is filled out, to be set, and riverbank peg board revetment structure is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810687598.4A CN108867552A (en) | 2018-06-28 | 2018-06-28 | A kind of riverbank peg board revetment structure and revetment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810687598.4A CN108867552A (en) | 2018-06-28 | 2018-06-28 | A kind of riverbank peg board revetment structure and revetment method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867552A true CN108867552A (en) | 2018-11-23 |
Family
ID=64296261
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810687598.4A Pending CN108867552A (en) | 2018-06-28 | 2018-06-28 | A kind of riverbank peg board revetment structure and revetment method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867552A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555146A (en) * | 2018-12-27 | 2019-04-02 | 中铁第勘察设计院集团有限公司 | Karst Collapse Area peg board basement process pile foundation protects composite structure and construction method |
| CN112176944A (en) * | 2020-09-28 | 2021-01-05 | 中交水利水电建设有限公司 | Construction method of hydrophilic platform revetment structure |
| CN112575745A (en) * | 2020-12-01 | 2021-03-30 | 张柏祥 | Reinforcing and reforming device and construction method for whole body holding dam and earth and rockfill dam body |
| CN112761107A (en) * | 2020-12-24 | 2021-05-07 | 中国水电基础局有限公司 | Plain river channel bayonet levee and construction method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2380378A1 (en) * | 1977-02-11 | 1978-09-08 | Hutchinson Mapa | Earthwork cladding material securing system - uses rigid component with open groove holding cladding anchored in ground |
| CN206448238U (en) * | 2016-11-01 | 2017-08-29 | 晁凤 | A kind of guard system for hydraulic engineering side slope |
| CN207362790U (en) * | 2017-08-31 | 2018-05-15 | 华艺生态园林股份有限公司 | A kind of river disappears unrestrained shore protection |
-
2018
- 2018-06-28 CN CN201810687598.4A patent/CN108867552A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2380378A1 (en) * | 1977-02-11 | 1978-09-08 | Hutchinson Mapa | Earthwork cladding material securing system - uses rigid component with open groove holding cladding anchored in ground |
| CN206448238U (en) * | 2016-11-01 | 2017-08-29 | 晁凤 | A kind of guard system for hydraulic engineering side slope |
| CN207362790U (en) * | 2017-08-31 | 2018-05-15 | 华艺生态园林股份有限公司 | A kind of river disappears unrestrained shore protection |
Non-Patent Citations (2)
| Title |
|---|
| 李智毅等: "工程地质学基础", 《工程地质学基础》 * |
| 赫俊国等: "城市水环境规划治理理论与技术", 《城市水环境规划治理理论与技术》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555146A (en) * | 2018-12-27 | 2019-04-02 | 中铁第勘察设计院集团有限公司 | Karst Collapse Area peg board basement process pile foundation protects composite structure and construction method |
| CN109555146B (en) * | 2018-12-27 | 2023-11-10 | 中铁第一勘察设计院集团有限公司 | Karst subsidence area pile plate foundation treatment pile foundation protection combined structure and construction method |
| CN112176944A (en) * | 2020-09-28 | 2021-01-05 | 中交水利水电建设有限公司 | Construction method of hydrophilic platform revetment structure |
| CN112575745A (en) * | 2020-12-01 | 2021-03-30 | 张柏祥 | Reinforcing and reforming device and construction method for whole body holding dam and earth and rockfill dam body |
| CN112761107A (en) * | 2020-12-24 | 2021-05-07 | 中国水电基础局有限公司 | Plain river channel bayonet levee and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108867552A (en) | A kind of riverbank peg board revetment structure and revetment method | |
| CN103758134B (en) | A kind of construction method combining Double-row Piles Support system | |
| CN1837511B (en) | Double-rowed cofferdam and method for manufacturing the same | |
| CN211200423U (en) | Civil engineering side slope protection reinforced structure | |
| CN106930231B (en) | A kind of construction method applied to engineering flood bank reinforcing of passing the flood period | |
| CN103774675A (en) | Combined double-row-pile combined vertical prestress anchor rod supporting system and construction method thereof | |
| CN203729308U (en) | Double-row pile supporting system of reinforced concrete pile combined structural steel cement mixing pile wall | |
| CN203668885U (en) | Novel hydraulic reclamation mould bag | |
| CN107964969A (en) | Stake film is combined cofferdam and its construction method with soil | |
| CN106400744B (en) | A kind of side slope comprehensive treatment structure and its construction method for preventing river channel erosion | |
| CN207392127U (en) | A kind of bank protection barricade applied to hydraulic engineering | |
| CN107503323B (en) | A kind of method of construction of ecological slope protection | |
| CN206693140U (en) | A kind of protection slope | |
| CN111270698A (en) | Protective structure for exposed diseases of bridge pile foundation in sand-mining river channel in mountainous area and construction method of protective structure | |
| CN107816050A (en) | A kind of concrete cofferdam and earth rock cofferdam combined cofferdam and its construction method | |
| CN105804006B (en) | A kind of shore-beach protection structure for taking into account landscape | |
| JP3416097B2 (en) | Ecological stabilization block | |
| CN206941598U (en) | A kind of Expansive Soil Slope of Excavation supporting construction | |
| CN203729309U (en) | Support system with combined double-row piles combined with vertical prestressed anchor bolts | |
| CN108018854A (en) | A kind of Ecotype Concrete support pile | |
| CN205000251U (en) | Complete embedding circular cushion cap construction structures in only pier river course shallow water of single pile | |
| CN206844135U (en) | A kind of cofferdam | |
| CN213571767U (en) | Ecological reinforced structure of river course shore protection | |
| CN214832388U (en) | River course shore protection structure of reinforcing river bank steadiness | |
| CN105155421A (en) | Construction method for single-pile single-stud fully-buried round bearing platform in shallow water of riverway |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181123 |
|
| WD01 | Invention patent application deemed withdrawn after publication |