CN209457036U - A kind of reinforcement landscape retaining wall - Google Patents
A kind of reinforcement landscape retaining wall Download PDFInfo
- Publication number
- CN209457036U CN209457036U CN201822164911.4U CN201822164911U CN209457036U CN 209457036 U CN209457036 U CN 209457036U CN 201822164911 U CN201822164911 U CN 201822164911U CN 209457036 U CN209457036 U CN 209457036U
- Authority
- CN
- China
- Prior art keywords
- building block
- retaining wall
- tgxg
- reinforcement
- building
- 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
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model relates to a kind of reinforcement landscape retaining walls, it includes base, the side of the base is equipped with plain concrete bottom plate, the top of the element concrete bottom plate is equipped with several building blocks, the top of the base is equipped with the building unit of several layers stacked on top setting, and every layer of building unit includes that the packing layer of upper and lower pressing setting and TGXG, the TGXG are fixed in packing layer by pitman, the TGXG extends to building block, and every layer of building block is arranged in a one-to-one correspondence with TGXG.The utility model has the advantages that improve the effect of retaining wall landscape effect.
Description
Technical field
The utility model relates to the technical fields of retaining wall, more particularly, to a kind of reinforcement landscape retaining wall.
Background technique
Retaining wall refers to bearing Roadbed Soil or the hillside soil body, prevents from banketing or the structure of soil deformation unstability.
It is also increasingly stronger for the demand of Urban Ecology Landscape with the raising of people's living standard and esthetic requirement, and
The grey or canescence of stone material or concrete is mostly presented in the metope of existing retaining wall, with the green environment of vegetation around not phase
Coordinate, is not able to satisfy the growing landscape need of people.
Utility model content
The purpose of the utility model is to provide a kind of reinforcement landscape retaining walls, have and improve the excellent of retaining wall landscape effect
Point.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of reinforcement landscape retaining wall, including base, the side of the base are equipped with plain concrete bottom plate, the element concrete bottom plate
Top is equipped with several building blocks, and the top of the base is equipped with the building unit of several layers stacked on top setting, every layer of building
Unit includes that the packing layer of upper and lower pressing setting and TGXG, the TGXG are fixed on packing layer by pitman
Interior, the TGXG extends to building block, and every layer of building block is arranged in a one-to-one correspondence with TGXG.
By using above-mentioned technical proposal, retaining wall is divided into several layers by building unit, can be according to retaining wall periphery
Environment piles up different building blocks in each layer of TGXG, and then meets different landscape need.
The utility model is further arranged to: anti-filter geotextiles, and anti-filter geotextiles are equipped between the TGXG
Close to building block.
By using above-mentioned technical proposal, there is anti-filter geotextiles filtering, draining, isolation, reinforcement, anti-blend to protect work
With having the characteristics that light-weight, tensile strength is high.Anti-filter geotextiles only allow water to ooze out, and improve the stability of packing layer.
The utility model is further arranged to: the lap of splice of the anti-filter geotextiles and two sides TGXG is not less than
30cm。
By using above-mentioned technical proposal, anti-filter geotextiles are used to coat packing layer, when anti-filter geotextiles and TGXG
The lap of splice it is smaller when, anti-filter geotextiles be easy slip, be not easy to envelope packing layer;When anti-filter geotextiles and TGXG
The lap of splice it is longer when, increase the original of anti-filter geotextiles, extend construction efficiency.
The utility model is further arranged to: metalling is filled between the anti-filter geotextiles and building block.
By using above-mentioned technical proposal, metalling increases the viscosity of the connection between anti-filter geotextiles and building block, simultaneously
Metalling has certain resiliency, reduces the extruding force to retaining wall.
The utility model is further arranged to: melon seeds slabstone sublayer is equipped between the anti-filter geotextiles and metalling.
By using above-mentioned technical proposal, melon seeds slabstone sublayer is microlith, can be used as the base of metalling, so that spreading
When being set to anti-filter geotextiles, anti-filter geotextiles are not susceptible to fold, improve construction efficiency.
The utility model is further arranged to: filling hole is equipped at the center of the building block, building block is run through in the filling hole
Upper surface and bottom surface.
By using above-mentioned technical proposal, the weight saved material, mitigate single building block can be played by filling hole.Meanwhile
It fills and fills the substances such as rubble in hole, improve the coefficient of friction between building block, improve the stability and intensity of building block.
The utility model is further arranged to: is set in the building block there are two perforation, the perforation runs through the upper table of building block
Face and bottom surface, and the center symmetric setting about filling hole, bolt has anchoring rods in the perforation.
By using above-mentioned technical proposal, in building block stacking process, anchoring rods are inserted into the perforation of upper layer and lower layer building block
In, so that building block is not easy to misplace, and then improve the shearing strength of upper layer and lower layer building block.
The utility model is further arranged to: the upper surface of the building block is equipped with and the vertically disposed draining of building unit
Slot.
By using above-mentioned technical proposal, when raining, the rainwater of part is discharged in building block from building unit, then from row
Sink discharge, alleviates rainwater and washes away to building unit, improve safety.
In conclusion the advantageous effects of the utility model are as follows:
1. using building unit, the environment according to retaining wall periphery can be played, is piled up not in every layer of TGXG
Same building block, meets the landscape effect of retaining wall;
2. using anti-filter geotextiles, the effect for improving the stability of packing layer can be played;
3. using filling hole, it can be improved the coefficient of friction between building block, improve the stability and intensity of building block.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is block structure schematic diagram in the utility model.
In figure, 1, base;2, plain concrete bottom plate;3, building block;31, hole is filled;32, it perforates;321, anchoring rods;33, rhone;
4, building unit;41, packing layer;42, TGXG;43, pitman;5, anti-filter geotextiles;6, metalling;7, melon seeds piece stone
Layer.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Fig.1, is a kind of reinforcement landscape retaining wall disclosed by the utility model, including base 1, the side of base 1 are set
It is always or usually as specified concrete bottom plate 2, the top of plain concrete bottom plate 2, which is piled up, there are several building blocks 3.
Referring to Fig.1, the top of base 1 is equipped with the building unit 4 of several layers stacked on top setting, every side building unit 4
It include packing layer 41 and TGXG 42 setting up and down, TGXG 42 is fixed in packing layer 41 by pitman 43,
Every layer of TGXG 42 all extends at corresponding building block 3.Retaining wall, can be according to retaining wall periphery when piling up building block 3
Environment piles up different building blocks 3 at every layer of TGXG 42, so that retaining wall and the environment on periphery combine together, mentions
The landscape of high retaining wall.
Referring to Fig.1, anti-filter geotextiles 5, anti-filter geotextiles 5 and two sides TGXG 42 are equipped between TGXG 42
The lap of splice is not less than 30cm, and anti-filter geotextiles 5 are close to building block 3.Anti-filter geotextiles 5 only allow water to ooze out, and improve packing layer
41 stability.
Referring to Fig.1, melon seeds slabstone sublayer 7, melon seeds slabstone sublayer 7 and building block are equipped between anti-filter geotextiles 5 and building block 3
Metalling 6 is filled between 3.Basis of the melon seeds slabstone sublayer 7 as metalling 6 can be convenient the laying of metalling 6.Metalling 6
The connection viscosity between anti-filter geotextiles 5 and building block 3 can be increased, reduce the extruding force to retaining wall.
Referring to Fig. 2, it is equipped at the center of building block 3 through the filling hole 31 of 3 upper surface of building block and bottom surface.In filling hole 31
The substances such as middle filling rubble improve the coefficient of friction between building block 3, improve the stability and intensity of building block 3.
Referring to Fig. 2, set that there are two the perforation 32 that 3 upper surface of building block and bottom surface are run through in hole in building block 3, and perforate 32 about
The center symmetric setting in hole 31 is filled, bolt there are anchoring rods 321 in perforation 32.When building block 3 is piled up, anchoring rods 321 are inserted into
In the perforation 32 of the building block 3 of stacked on top, so that building block 3 is not susceptible to misplace, and then the shearing resistance of upper layer and lower layer building block 3 is improved
Intensity.
Referring to Fig. 2, the upper surface of building block 3 is equipped with and the vertically disposed rhone 33 of building unit 4.When raining, part
Rainwater is discharged in building block 3 from building unit 4, is then discharged from rhone 33, is alleviated rainwater washing away to building unit 4,
Improve safety.
The implementation principle of the present embodiment are as follows: reinforcement landscape retaining wall includes the building unit 4 of several layers stacked on top setting,
Each layer of packing layer 41 is all coated with anti-filter geotextiles 5, so that can be laid with building block 3 in every layer of TGXG 42, is grasped
Different building blocks 3 can be laid with by the environment on retaining wall periphery by making personnel, and then meet the landscape requirement of retaining wall, be improved
The ornamental value of retaining wall.
When building block 3 is laid with, the shear strength of upper layer and lower layer building block 3 is improved by anchoring rods 321, by filling hole 31
The substances such as middle filling rubble, the coefficient of friction between Lai Tigao building block 3 improve the stability and intensity of building block 3.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of reinforcement landscape retaining wall, including base (1), the side of the base (1) is equipped with plain concrete bottom plate (2), feature
Be: the top of the element concrete bottom plate (2) is equipped with several building blocks (3), and the top of the base (1) is equipped with several layers stacked on top
The building unit (4) of setting, every layer of building unit (4) include the packing layer (41) and TGXG of pressing setting up and down
(42), the TGXG (42) is fixed in packing layer (41) by pitman (43), and the TGXG (42) extends to
Building block (3), and every layer of building block (3) is arranged in a one-to-one correspondence with TGXG (42).
2. a kind of reinforcement landscape retaining wall according to claim 1, it is characterised in that: spread between the TGXG (42)
Equipped with anti-filter geotextiles (5), and anti-filter geotextiles (5) are close to building block (3).
3. a kind of reinforcement landscape retaining wall according to claim 2, it is characterised in that: the anti-filter geotextiles (5) and two
The lap of splice of side TGXG (42) is not less than 30cm.
4. a kind of reinforcement landscape retaining wall according to claim 3, it is characterised in that: the anti-filter geotextiles (5) and block
Metalling (6) are filled between block (3).
5. a kind of reinforcement landscape retaining wall according to claim 4, it is characterised in that: the anti-filter geotextiles (5) with it is broken
Melon seeds slabstone sublayer (7) is equipped between rock layers (6).
6. a kind of reinforcement landscape retaining wall according to claim 4, it is characterised in that: set at the center of the building block (3)
Have filling hole (31), upper surface and bottom surface of filling hole (31) through building block (3).
7. a kind of reinforcement landscape retaining wall according to claim 6, it is characterised in that: there are two being set on the building block (3)
It perforates (32), upper surface and bottom surface of the perforation (32) through building block (3), and the central symmetry about filling hole (31) is set
It sets, described perforation (32) interior bolt has anchoring rods (321).
8. a kind of reinforcement landscape retaining wall according to claim 7, it is characterised in that: the upper surface of the building block (3) is set
Have and building unit (4) vertically disposed rhone (33).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822164911.4U CN209457036U (en) | 2018-12-22 | 2018-12-22 | A kind of reinforcement landscape retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822164911.4U CN209457036U (en) | 2018-12-22 | 2018-12-22 | A kind of reinforcement landscape retaining wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209457036U true CN209457036U (en) | 2019-10-01 |
Family
ID=68041713
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822164911.4U Active CN209457036U (en) | 2018-12-22 | 2018-12-22 | A kind of reinforcement landscape retaining wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209457036U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111441206A (en) * | 2020-03-04 | 2020-07-24 | 山东大学 | Composite reinforced lightweight soil retaining wall roadbed integrated structure and construction method |
-
2018
- 2018-12-22 CN CN201822164911.4U patent/CN209457036U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111441206A (en) * | 2020-03-04 | 2020-07-24 | 山东大学 | Composite reinforced lightweight soil retaining wall roadbed integrated structure and construction method |
CN111441206B (en) * | 2020-03-04 | 2021-05-11 | 山东大学 | Composite reinforced lightweight soil retaining wall roadbed integrated structure and construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106193066B (en) | A kind of Loess landslide administering method based on restoration of the ecosystem | |
CN202466620U (en) | Reinforced concrete buttress retaining wall | |
CN102677695A (en) | Mutually-embedded ecological building block retaining wall and construction method thereof | |
CN205152982U (en) | Barricade and structure of filling suitable for height is filled | |
CN210194547U (en) | River course ecological revetment | |
CN207959260U (en) | Reinforced earth bulkhead with deformation buffer area | |
CN209457036U (en) | A kind of reinforcement landscape retaining wall | |
CN209555669U (en) | Railway high-filled embankment is wrapped up to pull-type stepped ramp type earth structure | |
CN101418574B (en) | Construction method for reinforcing grade beam | |
CN203284795U (en) | Buttressed retaining wall with anchor board | |
CN113863083A (en) | Long-life pavement structure based on sandwich structure and construction method thereof | |
CN104631658B (en) | The construction method and sun-dried mud brick of a kind of adobe wall suitable for highly seismic region of providing fortification against earthquakes | |
CN200949275Y (en) | Self-support wall structure built by using sand bag | |
CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
CN209723024U (en) | Composite foundation reinforcement counterfort wall structure | |
CN204456182U (en) | Vertical anchorage pile retaining wall | |
CN208235579U (en) | A kind of variable slope wave mutually-embedded ecological building block retaining wall system | |
CN109653241A (en) | Composite foundation reinforcement counterfort wall structure and construction method | |
CN104695454A (en) | Steep slope reinforcement and protection device and paving method thereof | |
CN108396774A (en) | A kind of variable slope wave mutually-embedded ecological building block retaining wall system and its construction method | |
CN207362868U (en) | A kind of geotechnical grid flexible retaining wall sectional form | |
CN203924106U (en) | A kind of reinforced soil retaining wall is used from embedded dust block | |
CN208395856U (en) | A kind of Ecotypic Stone Mesh-box barricade with planting groove | |
CN102704498A (en) | Technology for processing soil filled slope by combining geogrids and concrete panels | |
CN208039227U (en) | Quick detachable coercion underground continuous wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |