CN107882061A - A kind of lattice guest gabion baffling and its slope protection construction method - Google Patents
A kind of lattice guest gabion baffling and its slope protection construction method Download PDFInfo
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- CN107882061A CN107882061A CN201711038869.5A CN201711038869A CN107882061A CN 107882061 A CN107882061 A CN 107882061A CN 201711038869 A CN201711038869 A CN 201711038869A CN 107882061 A CN107882061 A CN 107882061A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
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Abstract
The invention discloses a kind of lattice guest gabion baffling and its slope protection construction method, including lattice guest's gabion monomer, lattice guest's gabion monomer includes upper location-plate, lower location-plate, reinforced bar support structure and cylinder, upper location-plate is horizontally set on the surface of lower location-plate, lower location-plate connects upper location-plate by reinforced bar support structure, cylinder is fixedly connected at the end face center of lower location-plate, and stone is filled with respectively in cylinder, between cylinder and reinforced bar support structure.Its construction method includes：Surveying and locating, shield slope leveling, the installation of lattice guest's gabion monomer and the splicing of lattice guest's gabion monomer are launched.The present invention improves the strength and stability of whole lattice guest gabion monomer, and existing lattice guest gabion can be avoided due to the intensity of at steel wire winding and wire basket junction it is difficult to ensure that the problem of, avoid due to the stone in gabion the continuous frictional metal net in the presence of current, so as to cause the rupture of gabion grid, extend the service life and practicality of lattice guest's gabion baffling.
Description
Technical field
The present invention relates to a kind of lattice guest gabion baffling and its slope protection construction method.
Background technology
Traditional bank protection mainly grouts or laid dry block bank protection, cast-in-place concrete bank protection, precast concrete block bank protection etc..
These traditional slope protection projects, mainly emphasize its intensity effect, but often ignore other destructions to environment.
In recent years, as people are to the continuous understanding and raising, lattice of the contents such as garden landscape, ecological, environmental protective, the art of architecture
The utilization of guest's gabion baffling is also more and more extensive.Lattice guest's gabion baffling belongs to gravity type block stone structure, and being will be anticorrosive, wear-resisting
Damage, the high zinc-coated wire of the low-carbon of high intensity, are woven into plane net trellis with galvanized hexagonal wire mesh net twisting machine, are assembled into difference at the construction field (site)
The net cage or gauze pad of dimensions, but at steel wire winding and wire basket junction intensity it is difficult to ensure that, and due to current
Effect causes the continuous frictional metal net of stone in gabion, so as to cause the rupture of gabion grid；The stone quality of filling is not hard enough
Hard or small volume, with the continuous erosion of current, constantly rubs, volume constantly reduces, finally from gabion mesh between block stone
Middle outflow, influence the overall bank protection performance of lattice guest's gabion baffling.
The content of the invention
Present invention aims at provide a kind of lattice guest gabion baffling and its bank protection for the deficiency present in prior art
The technical scheme of construction method, improves the strength and stability of whole lattice guest gabion monomer, and can avoid existing lattice guest stone
Cage due at steel wire winding and wire basket junction intensity it is difficult to ensure that the problem of, avoid because the stone in gabion is in current
In the presence of continuous frictional metal net, so as to cause the rupture of gabion grid.
In order to solve the above-mentioned technical problem, the present invention adopts the following technical scheme that：
A kind of lattice guest gabion baffling, it is characterised in that：Including lattice guest's gabion monomer, lattice guest's gabion monomer includes upper positioning
Plate, lower location-plate, reinforced bar support structure and cylinder, upper location-plate are horizontally set on the surface of lower location-plate, and lower location-plate leads to
Reinforced bar support structure connection upper location-plate is crossed, cylinder is fixedly connected at the end face center of lower location-plate, in cylinder, cylinder and steel
Stone is filled with respectively between muscle supporting construction；By the design of reinforced bar support structure, whole lattice guest gabion can be not only improved
The strength and stability of monomer, and intensity of the existing lattice guest gabion due at steel wire winding and wire basket junction can be avoided
It is difficult to ensure that the problem of, the continuous frictional metal net in the presence of current is avoided due to the stone in gabion, so as to cause gabion
The rupture of grid, the design of cylinder, a part of stone can be protected, prevent that flow rate of water flow is too high, the stone matter of filling
Ground is not hard enough or small volume, with the continuous erosion of current, is constantly rubbed between stone, and volume constantly reduces, finally from
Flowed out in gabion mesh, extend the service life and practicality of lattice guest's gabion baffling.
Further, reinforced bar support structure includes the first reinforcing bar and the second reinforcing bar, and the first reinforcing bar is uniformly arranged on upper location-plate
Between lower location-plate, and the first reinforcing bar vertical connection upper location-plate and lower location-plate, the second reinforcing bar are uniformly arranged from top to bottom
Between two neighboring first reinforcing bar, and adjacent two the second reinforcing bars in left and right are staggered up and down, can not only improve reinforcing bar
The strength and stability of supporting construction, and the loss of stone can be reduced, extend the service life of lattice guest's gabion baffling.
Further, filling chamber is provided with cylinder, the right angle for loading chamber is evenly arranged with crushing block from top to bottom, filling
Intracavitary can load stone, prevent current from directly causing erosion to the stone in cylinder, reduce stone with the continuous punching of current
Lose, the friction between stone is reduced, and stone is existed for a long time and in cylinder, is played the protective action of lattice guest's gabion baffling, is squeezed
Briquetting can improve active force of the stone to cylinder.
Further, the spacing between the height of cylinder and upper location-plate and lower location-plate matches, and the design of this structure can
So that current directly contact with the outer wall or upper location-plate of cylinder, slow down current into the speed in cylinder, and then reduce water
Flow the erosion to inner barrel stone.
Further, groove is provided with upper location-plate, cover plate is rotatably connected on groove, grid is provided with cover plate, is covered
The end set of plate has button block, and neck is provided with upper location-plate, and button block matches with neck, can be filled stone by groove
Enter in cylinder and reinforced bar support structure, and be fixedly connected by button block and neck, be easy to the growth of water plant, on cover plate
Grid and stone can bear the weight of pedestrian, improve security.
Further, the first stopper slot and the first limited block, the first limited block and are provided with the lateral surface of upper location-plate
One stopper slot matches, and the first screwed hole is provided with the first limited block and the first stopper slot, passes through the first limited block and
The upper location-plate of two neighboring lattice guest gabion monomer can be fixedly connected by one stopper slot, and pass through the first spiral shell by screw
Pit progress is spacing, improves the strength and stability of whole lattice guest gabion baffling.
Further, the second stopper slot and the second limited block, the second limited block and are provided with the lateral surface of lower location-plate
Two stopper slots match, and the second screwed hole is provided with the second limited block and the second stopper slot, pass through the second limited block and
The lower location-plate of two neighboring lattice guest gabion monomer can be fixedly connected by two stopper slots, and pass through the second spiral shell by screw
Pit progress is spacing, improves the strength and stability of whole lattice guest gabion baffling.
The method for carrying out slope protection construction using a kind of lattice guest gabion baffling described above, it is characterised in that including following step
Suddenly：
1) surveying and locating
Bank protection face is measured first, determines length, width and the absolute altitude in bank protection face, then by the weeds on bank protection face
Remove, mark is carried out according to the design attitude of barricade on bank protection face with white marking line；
2) slope leveling is protected
Kerve is opened up first along the bottom level in bank protection face, the depth of kerve is more than the thickness of lower location-plate, and the bottom of to
The side of groove carries out compacting processing, side wall is tamped successively upwardly then along bank protection, the length tamped every time and bottom
The equal length of groove, the width tamped every time are 1.5~3m, until being tamped to whole bank protection face；
3) lattice guest gabion monomer is installed
A, corresponding upper location-plate, lower location-plate, cylinder and reinforcement bar support are selected according to the length in bank protection face and depth first
Support structure, groove and neck are first opened up in upper location-plate, matched lid is then selected according to the size of groove
Plate, after grid and button block are installed on the cover board, cover plate is rotatably connected on groove, cover plate is closed rear button block spacing in neck
It is interior, the first stopper slot is uniformly then opened up along the lateral wall of upper location-plate, and install at equal intervals in the side of the first stopper slot
First limited block, the size and the size of the first stopper slot for making the first limited block match, finally on the first limited block and the
Screwed hole is opened up on the top surface of one stopper slot；
B, and then on the lateral wall of lower location-plate the second stopper slot is uniformly opened up, and between side of the second stopper slot etc.
The second limited block is installed away from position, the size and the size of the second stopper slot for making the second limited block match, then in the second limit
Screwed hole is opened up on the block of position and on the bottom surface of the second stopper slot；
C, by upper location-plate by reinforced bar support structure welding in the surface of lower location-plate, make upper location-plate and lower positioning
Plate keeping parallelism, in welded reinforcement supporting construction, first by the first reinforcement welding between upper location-plate and lower location-plate, ensure
First reinforcing bar is vertical with upper location-plate and lower location-plate, then by the second reinforcing bar level it is equidistant from top to bottom be welded on it is adjacent
Between two the first reinforcing bars, the second adjacent reinforcing bar of left and right is staggered；
D, then cylinder is inserted in reinforced bar support structure through the groove in upper location-plate, is vertically connected on down cylinder
At the end face center of location-plate, and cylinder and lower location-plate are welded；
4) lattice guest gabion monomer splicing is launched
A, after lattice guest's gabion monomer of requirement installs, the lattice of respective numbers are selected according to the length in bank protection face
Guest's gabion monomer, two adjacent lattice guest's gabion monomers of left and right are attached successively, in connection by between upper location-plate
First limited block is inserted in the first stopper slot, and two neighboring upper location-plate is fixed into company through the first screwed hole with screw
Connect, the second limited block between lower location-plate is inserted in the second stopper slot, will be two neighboring through the second screwed hole with screw
Lower location-plate is fixedly connected；
B, after lattice guest's gabion monomer is spliced to form single barricade, stone is first loaded successively in lattice guest's gabion monomer, by stone
Block is put between inner barrel and cylinder and reinforced bar support structure, is closed cover plate after filling, then by kerve
Single barricade is transferred single barricade into kerve by hoisting machine, hoisting machine is removed after fixed, by single barricade close to bank protection
Casting concrete at the side gap in face；
C, and then circulation step a and step b, the construction of the single barricade of last layer is carried out, until whole lattice guest gabion baffling
Construction finishes.
The present invention is by adopting the above-described technical solution, have the advantages that：
1st, by the design of reinforced bar support structure, the strength and stability of whole lattice guest gabion monomer can be not only improved,
And existing lattice guest gabion can be avoided due to the intensity of at steel wire winding and wire basket junction it is difficult to ensure that the problem of, avoid
Due to the stone in gabion in the presence of current continuous frictional metal net, so as to cause the rupture of gabion grid.
2nd, the design of cylinder, a part of stone can be protected, prevents that flow rate of water flow is too high, the stone quality of filling
Not hard enough or small volume, with the continuous erosion of current, constantly rubbed between stone, volume constantly reduces, finally from stone
Flowed out in cage mesh, extend the service life and practicality of lattice guest's gabion baffling.
3rd, the construction method step of lattice guest gabion baffling of the present invention is simple, can meet different length, depth and width bank protection
The construction in face, construction period is shortened, protection effect is good, service life length.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation of lattice guest's gabion monomer in a kind of lattice guest gabion baffling of the present invention and its slope protection construction method
Figure；
Fig. 2 is the structural representation of middle cylinder body of the present invention；
Fig. 3 is the structural representation of lattice guest's gabion baffling in the present invention.
In figure：1- upper location-plates；Location-plate under 2-；The reinforcing bars of 3- first；The reinforcing bars of 4- second；5- cylinders；The stopper slots of 6- first；
The limited blocks of 7- first；8- grooves；9- cover plates；10- grids；11- necks；12- button blocks；The stopper slots of 13- second；14- second is spacing
Block；15- loads chamber；16- crushing blocks.
Embodiment
As shown in Figure 1 to Figure 3, it is a kind of lattice guest gabion baffling of the present invention, including lattice guest's gabion monomer, lattice guest's gabion monomer
Including upper location-plate 1, lower location-plate 2, reinforced bar support structure and cylinder 5, upper location-plate 1 is being horizontally set on lower location-plate 2 just
Top, groove 8 is provided with upper location-plate 1, cover plate 9 is rotatably connected on groove 8, grid 10, cover plate 9 are provided with cover plate 9
End set have button block 12, neck 11 is provided with upper location-plate 1, button block 12 matches with neck 11, can be with by groove 8
Stone is loaded in cylinder 5 and reinforced bar support structure, and is fixedly connected by button block 12 and neck 11, is easy to water plant
Growth, grid 10 and stone on cover plate 9 can bear the weight of pedestrian, improve security, on the lateral surface of upper location-plate 1
The first stopper slot 6 and the first limited block 7 are provided with, the first limited block 7 matches with the first stopper slot 6, the first limited block 7 and
The first screwed hole is provided with one stopper slot 6, can be by two neighboring lattice guest by the first limited block 7 and the first stopper slot 6
The upper location-plate 1 of gabion monomer is fixedly connected, and spacing through the progress of the first screwed hole by screw, improves whole lattice guest
The strength and stability of gabion baffling.
The second stopper slot 13 and the second limited block 14, the second limited block 14 and are provided with the lateral surface of lower location-plate 2
Two stopper slots 13 match, and the second screwed hole is provided with the second limited block 14 and the second stopper slot 13, spacing by second
The lower location-plate 2 of two neighboring lattice guest gabion monomer can be fixedly connected by the stopper slot 13 of block 14 and second, and pass through spiral shell
Nail is spacing through the progress of the second screwed hole, improves the strength and stability of whole lattice guest gabion baffling.
Lower location-plate 2 connects upper location-plate 1 by reinforced bar support structure, and reinforced bar support structure includes the first reinforcing bar 3 and the
Two reinforcing bars 4, the first reinforcing bar 3 are uniformly arranged between upper location-plate 1 and lower location-plate 2, and are positioned in the vertical connection of the first reinforcing bar 3
Plate 1 and lower location-plate 2, the second reinforcing bar 4 is uniformly arranged between two neighboring first reinforcing bar 3 from top to bottom, and left and right is adjacent
Two the second reinforcing bars are staggered about 4, can not only improve the strength and stability of reinforced bar support structure, and can reduce
The loss of stone, extend the service life of lattice guest's gabion baffling.
Cylinder 5 is fixedly connected at the end face center of lower location-plate 2, in cylinder 5, between cylinder 5 and reinforced bar support structure
Stone is filled with respectively, filling chamber 15 is provided with cylinder 5, and the right angle of filling chamber 15 is evenly arranged with crushing block from top to bottom
16, stone can be loaded by loading in chamber 15, prevent current from directly causing erosion to the stone in cylinder 5, reduce stone with dampening
The continuous erosion of stream, the friction between stone are reduced, and stone is existed for a long time with cylinder 5, playing lattice guest's gabion baffling
Protective action, crushing block 16 can improve active force of the stone to cylinder 5, height and upper location-plate 1 and the lower location-plate of cylinder 5
Spacing between 2 matches, the design of this structure, and current can be made directly to be contacted with the outer wall or upper location-plate 1 of cylinder 5, subtracted
The speed that slow current enter in cylinder 5, and then reduce erosion of the current to the inside stone of cylinder 5；Pass through reinforced bar support structure
Design, can not only improve the strength and stability of whole lattice guest gabion monomer, and can avoid existing lattice guest gabion by
At steel wire winding and wire basket junction intensity it is difficult to ensure that the problem of, avoid because the stone in gabion is in the work of current
With lower constantly frictional metal net, so as to cause the rupture of gabion grid, the design of cylinder 5, a part of stone can be protected
Shield, prevents that flow rate of water flow is too high, and the stone quality of filling is not hard enough or small volume, with the continuous erosion of current, stone
Between constantly rub, volume constantly reduces, and is finally flowed out from gabion mesh, extend lattice guest's gabion baffling service life and reality
The property used.
The method for carrying out slope protection construction using a kind of lattice guest gabion baffling described above, comprises the following steps：
1) surveying and locating
Bank protection face is measured first, determines length, width and the absolute altitude in bank protection face, then by the weeds on bank protection face
Remove, mark is carried out according to the design attitude of barricade on bank protection face with white marking line；
2) slope leveling is protected
Kerve is opened up first along the bottom level in bank protection face, the depth of kerve is more than the thickness of lower location-plate 2, and the bottom of to
The side of groove carries out compacting processing, side wall is tamped successively upwardly then along bank protection, the length tamped every time and bottom
The equal length of groove, the width tamped every time are 1.5~3m, until being tamped to whole bank protection face；
3) lattice guest gabion monomer is installed
A, corresponding upper location-plate 1, lower location-plate 2, cylinder 5 and reinforcing bar are selected according to the length in bank protection face and depth first
Supporting construction, groove 8 and neck 11 are first opened up in upper location-plate 1, phase therewith is then selected according to the size of groove 8
The cover plate 9 matched somebody with somebody, after grid 10 and button block 12 are installed on cover plate 9, cover plate 9 is rotatably connected on groove 8, closes cover plate 9
Button block 12 is spacing in neck 11 afterwards, then uniformly opens up the first stopper slot 6 along the lateral wall of upper location-plate 1, and in the first limit
The first limited block 7 is installed in the side of position groove 6 at equal intervals, makes the size and the size phase of the first stopper slot 6 of the first limited block 7
Match somebody with somebody, finally open up screwed hole on the first limited block 7 and on the top surface of the first stopper slot 6；
B, and then on the lateral wall of lower location-plate 2 the second stopper slot 13 is uniformly opened up, and in the side of the second stopper slot 13
Side equally spaced position installs the second limited block 14, and the size and the size of the second stopper slot 13 for making the second limited block 14 match,
Then screwed hole is opened up on the second limited block 14 and on the bottom surface of the second stopper slot 13；
C, by upper location-plate 1 by reinforced bar support structure welding in the surface of lower location-plate 2, make upper location-plate 1 with
The keeping parallelism of location-plate 2, in welded reinforcement supporting construction, the first reinforcing bar 3 is first welded on upper location-plate 1 and lower location-plate 2
Between, ensure that the first reinforcing bar 3 is vertical with upper location-plate 1 and lower location-plate 2, then by the level of the second reinforcing bar 4 from top to bottom etc.
Distance is welded between two neighboring first reinforcing bar 3, and the second adjacent reinforcing bar 4 of left and right is staggered；
D, then cylinder 5 is inserted in reinforced bar support structure through the groove 8 in upper location-plate 1, makes the vertical connection of cylinder 5
Welded at the end face center of lower location-plate 2, and by cylinder 5 and lower location-plate 2；
4) lattice guest gabion monomer splicing is launched
A, after lattice guest's gabion monomer of requirement installs, the lattice of respective numbers are selected according to the length in bank protection face
Guest's gabion monomer, two adjacent lattice guest's gabion monomers of left and right are attached successively, in connection by between upper location-plate 1
First limited block 7 is inserted in the first stopper slot 6, and two neighboring upper location-plate 1 is fixed through the first screwed hole with screw
Connection, the second limited block 14 between lower location-plate 2 is inserted in the second stopper slot 13, and the second screwed hole is passed through by phase with screw
Adjacent two lower location-plates 2 are fixedly connected；
B, after lattice guest's gabion monomer is spliced to form single barricade, stone is first loaded successively in lattice guest's gabion monomer, by stone
Block is put between the inside of cylinder 5 and cylinder 5 and reinforced bar support structure, is closed cover plate 9 after filling, then will be arranged in kerve
Single barricade single barricade is transferred into kerve by hoisting machine, hoisting machine is removed after fixed, by single barricade close to shield
Casting concrete at domatic side gap；
C, and then circulation step a and step b, the construction of the single barricade of last layer is carried out, until whole lattice guest gabion baffling
Construction finishes.
The specific embodiment of the present invention is these are only, but the technical characteristic of the present invention is not limited thereto.It is any with this hair
Based on bright, to realize essentially identical technique effect, made ground simple change, equivalent substitution or modification etc., all cover
Among protection scope of the present invention.
Claims (8)
- A kind of 1. lattice guest gabion baffling, it is characterised in that：Including lattice guest's gabion monomer, the lattice guest gabion monomer includes upper positioning Plate, lower location-plate, reinforced bar support structure and cylinder, the upper location-plate are horizontally set on the surface of the lower location-plate, institute State lower location-plate and the upper location-plate is connected by the reinforced bar support structure, the cylinder is fixedly connected on the lower location-plate End face center at, be filled with stone respectively in the cylinder, between the cylinder and the reinforced bar support structure.
- A kind of 2. lattice guest gabion baffling according to claim 1, it is characterised in that：The reinforced bar support structure includes first Reinforcing bar and the second reinforcing bar, first reinforcing bar are uniformly arranged between the upper location-plate and the lower location-plate, and described Upper location-plate described in one reinforcing bar vertical connection and the lower location-plate, second reinforcing bar are uniformly arranged on adjacent two from top to bottom Between individual first reinforcing bar, and adjacent two second reinforcing bars in left and right are staggered up and down.
- A kind of 3. lattice guest gabion baffling according to claim 1, it is characterised in that：Filling chamber is provided with the cylinder, The right angle of the filling chamber is evenly arranged with crushing block from top to bottom.
- A kind of 4. lattice guest gabion baffling according to claim 3, it is characterised in that：The height of the cylinder with it is described fixed Spacing between position plate and the lower location-plate matches.
- A kind of 5. lattice guest gabion baffling according to claim 1, it is characterised in that：It is provided with the upper location-plate logical Groove, cover plate is rotatably connected on the groove, grid is provided with the cover plate, the end set of the cover plate has button block, institute State and neck is provided with upper location-plate, the button block matches with the neck.
- A kind of 6. lattice guest gabion baffling according to claim 5, it is characterised in that：Set on the lateral surface of the upper location-plate The first stopper slot and the first limited block are equipped with, first limited block matches with first stopper slot, and described first is spacing The first screwed hole is provided with block and first stopper slot.
- A kind of 7. lattice guest gabion baffling according to claim 1, it is characterised in that：Set on the lateral surface of the lower location-plate The second stopper slot and the second limited block are equipped with, second limited block matches with second stopper slot, and described second is spacing The second screwed hole is provided with block and second stopper slot.
- 8. the method for carrying out slope protection construction using a kind of lattice guest gabion baffling as claimed in claim 1, it is characterised in that including Following steps：1) surveying and locatingBank protection face is measured first, determines length, width and the absolute altitude in bank protection face, it is then that the weeds on bank protection face are clear Remove, mark is carried out according to the design attitude of barricade on bank protection face with white marking line；2) slope leveling is protectedKerve is opened up first along the bottom level in bank protection face, the depth of kerve is more than the thickness of lower location-plate, and to kerve Side carries out compacting processing, and side wall is tamped successively upwardly then along bank protection, the length tamped every time and kerve Equal length, the width tamped every time are 1.5~3m, until being tamped to whole bank protection face；3) lattice guest gabion monomer is installedA, corresponding upper location-plate, lower location-plate, cylinder and reinforced bar support knot are selected according to the length in bank protection face and depth first Structure, groove and neck are first opened up in upper location-plate, matched cover plate is then selected according to the size of groove, After grid and button block are installed on cover plate, cover plate is rotatably connected on groove, cover plate is closed rear button block spacing in neck, connects Along the lateral wall of upper location-plate and uniformly open up the first stopper slot, and installation first limits at equal intervals in the side of the first stopper slot Position block, the size and the size of the first stopper slot for making the first limited block match, finally spacing with first on the first limited block Screwed hole is opened up on the top surface of groove；B, and then on the lateral wall of lower location-plate the second stopper slot is uniformly opened up, and in the equidistant position in the side of the second stopper slot The second limited block of installation is put, the size and the size of the second stopper slot for making the second limited block match, then in the second limited block Screwed hole is opened up on upper and the second stopper slot bottom surface；C, by upper location-plate by reinforced bar support structure welding in the surface of lower location-plate, upper location-plate is protected with lower location-plate Maintain an equal level row, in welded reinforcement supporting construction, first by the first reinforcement welding between upper location-plate and lower location-plate, ensures first Reinforcing bar is vertical with upper location-plate and lower location-plate, then by the second reinforcing bar level it is equidistant from top to bottom be welded on it is two neighboring Between first reinforcing bar, the second adjacent reinforcing bar of left and right is staggered；D, then cylinder is inserted in reinforced bar support structure through the groove in upper location-plate, cylinder is vertically connected on lower positioning At the end face center of plate, and cylinder and lower location-plate are welded；4) lattice guest gabion monomer splicing is launchedA, after lattice guest's gabion monomer of requirement installs, lattice guest's stone of respective numbers is selected according to the length in bank protection face Cage monomer, two adjacent lattice guest's gabion monomers of left and right are attached successively, in connection by first between upper location-plate Limited block is inserted in the first stopper slot, is fixedly connected two neighboring upper location-plate through the first screwed hole with screw, will The second limited block between lower location-plate is inserted in the second stopper slot, and the second screwed hole is passed through by two neighboring lower positioning with screw Plate is fixedly connected；B, after lattice guest's gabion monomer is spliced to form single barricade, stone is first loaded successively in lattice guest's gabion monomer, stone is put Enter between inner barrel and cylinder and reinforced bar support structure, close cover plate after filling, then will be single in kerve Barricade is transferred single barricade into kerve by hoisting machine, hoisting machine is removed after fixed, by single barricade close to bank protection face Casting concrete at the gap of side；C, and then circulation step a and step b, the construction of the single barricade of last layer is carried out, until whole lattice guest gabion baffling is constructed Finish.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711038869.5A CN107882061B (en) | 2017-10-30 | 2017-10-30 | Gabion retaining wall and slope protection construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711038869.5A CN107882061B (en) | 2017-10-30 | 2017-10-30 | Gabion retaining wall and slope protection construction method thereof |
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| CN107882061A true CN107882061A (en) | 2018-04-06 |
| CN107882061B CN107882061B (en) | 2019-12-20 |
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| CN111980749A (en) * | 2020-08-23 | 2020-11-24 | 昆明理工大学 | Novel detachable recycling filling retaining wall construction device and method |
| CN113529521A (en) * | 2021-07-10 | 2021-10-22 | 南京华宇建设股份有限公司 | Soft soil roadbed reinforced structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| FR3130302B1 (en) * | 2021-12-13 | 2024-10-04 | Loic Sapede | CONSTRUCTION ELEMENT AND ASSEMBLY OF SUCH ELEMENTS |
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|---|---|
| CN107882061B (en) | 2019-12-20 |
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