CN208934005U - A kind of vertical curved baffle landscape pile plate wall - Google Patents
A kind of vertical curved baffle landscape pile plate wall Download PDFInfo
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- CN208934005U CN208934005U CN201821686461.9U CN201821686461U CN208934005U CN 208934005 U CN208934005 U CN 208934005U CN 201821686461 U CN201821686461 U CN 201821686461U CN 208934005 U CN208934005 U CN 208934005U
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- baffle
- landscape
- pile
- side slope
- plate wall
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Abstract
The utility model discloses a kind of vertical curved baffle landscape pile plate walls, and including the support pile at side slope is arranged in, support pile has several along side slope edge arranged for interval；Baffle is provided between adjacent support pile, baffle both ends are fixedly connected with support pile side wall；Baffle is made of first baffle and second baffle, and first baffle is located at below second baffle, and first baffle bottom end extends to below ground, and second baffle top extends to side slope or more；First baffle vertical section is arc-shaped, and arc-shaped notch is towards on the outside of side slope；Second baffle vertical section is L-shaped, and L-type bottom edge is towards on the outside of side slope；First baffle top is higher than second baffle bottom end, and second baffle bottom edge end and first baffle rear wall are connected to form the first landscape trough.There is a problem of that side slope scar closure difference and stress are complicated for present landscape peg board wall technology, landscape pile plate wall scheme provided by the utility model can side slope scar completely enclosed, and stress is more stable.
Description
Technical field
The utility model belongs to the slope support engineering technical field of municipal administration, highway etc..Have in particular it relates to one kind perpendicular
To the landscape pile plate wall of curved baffle structure.
Background technique
Sheet pile wall is the Retaining Structures that a kind of upright plate strip component is formed, commonly used to resist soil lateral pressure to prevent
Only soil body avalanche.Sheet pile wall is commonly used in Foundation Pit Support Engineering, and in side slope protection and Temporary Cofferdam and underground structure are repaired
It builds.Due to the relatively simple structure of sheet pile wall and reasonable economy and applicability, in current engineering practice, sheet pile wall
It has been widely used.Pile plate wall is usually built up by concrete, in order to improve the aesthetic effect of pile plate wall, usually also in plate
The landscapes such as plant are laid on piling wall, form landscape sheet pile wall.
Currently, widely used landscape pile plate wall is mainly hollow out breast boards ecological protection pile plate wall and flower trough insertion
Formula afforests two kinds of structure types of pile plate wall.Hollow out breast boards ecological protection pile plate wall does not have closing, ground to the side slope scar of protection
Table water easily penetrates into rock mass, and mud stone, the shale side slope of especially end-on water softening disintegration are poor for applicability.And flower trough plug-in type afforests peg board
The flower trough stress of wall is complicated, i.e., to bear the gravity and side-friction of the transmitting of top breast boards, and rock mass squeezes and is easy to produce
Raw side slope and crack, discharge opening easily form dirt on breast boards, influence landscape effect.
Utility model content
The purpose of this utility model is that: for present landscape peg board wall technology there are side slope scar closure difference and by
The problem of power complexity provides a kind of vertical curved baffle landscape pile plate wall.The landscape pile plate wall scheme can side slope scar into
Row is completely enclosed, and stress is more stable.
To achieve the goals above, the technical solution adopted in the utility model are as follows:
A kind of vertical curved baffle landscape pile plate wall, including the support pile at side slope is arranged in, support pile is along side slope edge
Arranged for interval has several；Baffle is provided between adjacent support pile, baffle both ends are fixedly connected with support pile side wall；Baffle by
First baffle and second baffle composition, first baffle are located at below second baffle, and first baffle bottom end extends to below ground, the
Two baffle tops extend to side slope or more；First baffle vertical section is arc-shaped, and arc-shaped notch is towards on the outside of side slope；Second baffle
Vertical section is L-shaped, and L-type bottom edge is towards on the outside of side slope；First baffle top is higher than second baffle bottom end, second baffle bottom edge end
Portion and first baffle rear wall are connected to form the first landscape trough.Baffle is enclosed between support pile, closes excavation face, plays earth-retaining
Function causes the situation of rock-soil layer disintegration in water unstability after preventing rainwater from immersing side slope.Meanwhile curved baffle cooperation L shape gear
Plate can create and provide the landscape trough of growing space for landscape plant, and pile plate wall is made to have landscape renovation effect.
Preferably, support pile side wall is provided with the groove to match with baffle shapes, and baffle both ends are embedded in supporting
In groove on stake side wall.By being embedded in the connection type of groove, baffle can be made more firm, and after being more advantageous to closed guard
The leakage water body of side.
Preferably, anchor pole is provided on rear side of baffle, anchor pole is embedded in side slope rock-soil layer.Anchor pole one end built-in edges
Slope, the other end connect baffle, provide traction action power to baffle, keep baffle more firm.
Preferably, rubble is filled on rear side of baffle, be provided in rubble can leak drainpipe, drainpipe passes through the
Rubble is connected to by one baffle with outside.Rubble has good water penetration, then is drained to pile plate wall by water-permeable drainpipe
Outside avoids water body from accumulating on rear side of pile plate wall, impacts to the stability of pile plate wall.
Preferably, planting soil is filled in the first landscape trough, second baffle bottom edge is provided with drainage hole, drainage hole
Planting soil is connected to rubble through second baffle bottom edge.Drainage hole has the purpose for adjusting water in the first landscape trough, favorably
In plant growth.
Preferably, first baffle extends to road surface hereinafter, first baffle bottom is provided with to extension on the outside of side slope
Bottom edge, the second landscape trough is collectively formed in first baffle bottom edge and side and road surface side.This programme is provided in pile plate wall bottom
A kind of landscape arrangement, further improves the landscape effect of pile plate wall.
Preferably, the second landscape trough is located at below first baffle drainpipe outlet.Side slope percolating water can introduce
Second landscape trough provides moisture content automatically for plant.
Preferably, planting soil is filled in the second landscape trough；It is arranged between first baffle bottom edge and road surface side
Jagged, indentation, there is filled with gravel sandy soil；Baffle lower part backfills the soil body.Gravel sandy soil, energy are filled in the second landscape trench bottom
It is enough that moisture content in planting soil is effectively adjusted, be conducive to plant growth.
Preferably, support pile top is provided with crown beam, and crown beam and support pile are rigidly connected；Second baffle top with
Crown beam connection.The connection of all support piles is integral, improve structural strength.
Preferably, the flower trough for laying landscape is provided at the top of crown beam.This programme provides at the top of pile plate wall
A kind of landscape arrangement, further improves the landscape effect of pile plate wall.
In conclusion by adopting the above-described technical solution, compared with the prior art, the beneficial effects of the utility model
It is:
1, the baffle that arc is set between the support pile of AsA -GSH cycle is played, can create and provide growth sky for landscape plant
Between landscape trough；
2, back-up sand gravel rubble on rear side of the baffle of arc, forms and penetrates through vertical drainage channel, and diversion to gutter avoids
Metope opens drain hole, causes to accumulate to form flowing water stain all the year round；
3, curved baffle is set parallel anchor rod anchored in slope ground layer, and performance earth-retaining function closes excavation face, prevents rainwater
Side slope is immersed, causes mud stone, shale etc. to meet the Soft Rock Slope unstability of water easy disintegrating, especially suitable for soft rocks such as mud stone, shale
The protection of layer side slope.
Detailed description of the invention
Fig. 1 is the structural schematic diagram in embodiment vertical section.
Fig. 2 is the structural schematic diagram of embodiment Section A-A.
Fig. 3 is the structural schematic diagram of embodiment section B-B.
The label of corresponding position is as follows in attached drawing: 1- support pile, 2- first baffle, 3- second baffle, the first landscape trough of 4-,
5- anchor pole, 6- rubble, 7- drainpipe, 8- planting soil, 9- drainage hole, the second landscape trough of 10-, 11- gravel sandy soil, the 12- soil body,
13- crown beam.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only to explain this
Utility model is not used to limit the utility model.
Present embodiment discloses a kind of vertical curved baffle landscape pile plate walls, as shown in Figure 1-3, include being arranged at side slope
Support pile, support pile has several along side slope edge arranged for interval, and support pile is permanent supporting construction, and sectional dimension is
1.5m × 2.0m, stake spacing are 4m.Support pile, which is used, jumps the construction of digging method every stake, can only excavate hole pile and reach C30 coagulation
After native initial set, just allow to excavate the stake of adjacent support pile position.Baffle, baffle both ends and support pile are provided between adjacent support pile
Side wall is fixedly connected；Baffle is made of first baffle and second baffle, and first baffle is located at below second baffle, first baffle bottom
End extends to below ground, and second baffle top extends to side slope or more；First baffle vertical section is arc-shaped, and arc-shaped notch court
On the outside of to side slope；Second baffle vertical section is L-shaped, and L-type bottom edge is towards on the outside of side slope；First baffle top is higher than second baffle
Bottom end, second baffle bottom edge end and first baffle rear wall are connected to form the first landscape trough.The every section of manually digging hole is not more than
1.2m performs this section protection wall of bored pile 1.2m, the lap of splice 20cm of protection wall of bored pile adjacent segments, repeats this process until stake
Bottom, descending reinforcing cage, preset steel pipe/pvc pipe at prestress anchorage cable position, so that the later period performs prestress anchorage cable, in stake side
Pre-buried foam-plastic blocks at arc concrete baffle/concrete spray anchor layer are designed, so as to later period landscape arc concrete baffle/mixed
Solidifying soil spray anchor layer couples with the build-in of stake --- concrete perfusion pile.Plastic foam block is existed before caisson descending reinforcing cage
Curved baffle insertion pile body position is fixed.Pile simultaneously cuts pile body foam block after excavating inter-pile soil, by baffle reinforcing bar insertion groove
It is interior and pour baffle concrete with pile body reinforcement welding, then frame template.
In addition, as shown in Figure 1-3, support pile side wall is provided with the groove to match with baffle shapes, the insertion of baffle both ends
In groove on support pile side wall.2 row of prestress anchorage cable is arranged in every support pile, and 4 hole prestress anchorage cables are arranged in every row.Using inverse
Before way is excavated before campshed stake at soil to first row prestress anchorage cable, drilling perform with stretch-draw prestressing force anchor cable, repeat this process,
Perform next row prestress anchorage cable；Until being excavated to final excavation face height, landscape curved baffle and anchor pole are performed between stake；It must
Spray anchor concrete should be performed when wanting to temporarily exposed inter-pile soil body to protect.Anchor pole, anchor pole insertion are provided on rear side of baffle
In slope ground layer, baffle plate thickness 0.3m, baffle middle part sets 23 to 4 row's anchor poles, every row anchor poles, rock-bolt length 10m, and anchor pole isSpiral.Spray-up should be connect with the secured build-in of support pile between baffle and stake；Anchor pole and spray-up reinforcing bar securely weld
It connects.Plastic foam block is fixed in curved baffle insertion pile body position before caisson descending reinforcing cage.Pile simultaneously excavates between stake
Pile body foam block is cut after soil, baffle coagulation will be poured in baffle reinforcing bar insertion groove and with pile body reinforcement welding, then frame template
Soil.
In addition, as shown in Figure 1-3, being filled with rubble on rear side of baffle, ballast grain sizes are not more than 8cm, and being provided in rubble can
Leak drainpipe, drainpipe pass through first baffle and are connected to rubble with outside, set on rear side of baffle verticalPVC draining
It manages, the hole for water inlet is beaten on drainpipe, is connected to side drain under drainpipe.Planting soil is filled in first landscape trough,
Second baffle bottom edge is provided with drainage hole, and planting soil is connected to by drainage hole through second baffle bottom edge with rubble.First baffle prolongs
Road surface is extended to hereinafter, first baffle bottom is provided with the bottom edge to extension on the outside of side slope, first baffle bottom edge and side and road surface
The second landscape trough is collectively formed in side.Second landscape trough is located at below first baffle drainpipe outlet.Filling in second landscape trough
There is planting soil；Be arranged between first baffle bottom edge and road surface side it is jagged, indentation, there be filled with gravel sandy soil；Baffle lower part is returned
Banket body.Face sky side at stake top and set side length 1m, the gradient as 1:1 angle of chamfer, support pile top is provided with crown beam, crown beam cross dimensions
For 1.0m × 0.6m, crown beam and support pile are rigidly connected；Second baffle top is connect with crown beam.It is settable at the top of crown beam to be used for cloth
If the flower trough of landscape.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. a kind of vertical curved baffle landscape pile plate wall, including the support pile at side slope is arranged in, support pile is between side slope edge
Every being disposed with several；It is characterized by: baffle is provided between adjacent support pile, baffle both ends and the fixed company of support pile side wall
It connects；Baffle is made of first baffle and second baffle, and first baffle is located at below second baffle, and first baffle bottom end extends to ground
Face is hereinafter, second baffle top extends to side slope or more；First baffle vertical section is arc-shaped, and arc-shaped notch is towards outside side slope
Side；Second baffle vertical section is L-shaped, and L-type bottom edge is towards on the outside of side slope；First baffle top is higher than second baffle bottom end, the
Second gear board bottom side end portion and first baffle rear wall are connected to form the first landscape trough.
2. vertical curved baffle landscape pile plate wall according to claim 1, it is characterised in that: support pile side wall be provided with
The groove that baffle shapes match, baffle both ends are embedded in the groove on support pile side wall.
3. vertical curved baffle landscape pile plate wall according to claim 1, it is characterised in that: be provided with anchor on rear side of baffle
Bar, anchor pole are embedded in side slope rock-soil layer.
4. vertical curved baffle landscape pile plate wall according to claim 1, it is characterised in that: filled with broken on rear side of baffle
Stone, be provided in rubble can leak drainpipe, drainpipe passes through first baffle and is connected to rubble with external.
5. vertical curved baffle landscape pile plate wall according to claim 4, it is characterised in that: be filled in the first landscape trough
Planting soil, second baffle bottom edge are provided with drainage hole, and planting soil is connected to by drainage hole through second baffle bottom edge with rubble.
6. vertical curved baffle landscape pile plate wall according to claim 4, it is characterised in that: first baffle extends to road surface
Hereinafter, first baffle bottom is provided with the bottom edge to extension on the outside of side slope, first baffle bottom edge and side and road surface side is common
Form the second landscape trough.
7. vertical curved baffle landscape pile plate wall according to claim 6, it is characterised in that: the second landscape trough is located at first
Below baffle drainpipe outlet.
8. vertical curved baffle landscape pile plate wall according to claim 7, it is characterised in that: be filled in the second landscape trough
Planting soil；Be arranged between first baffle bottom edge and road surface side it is jagged, indentation, there be filled with gravel sandy soil；The backfill of baffle lower part
The soil body.
9. vertical curved baffle landscape pile plate wall according to claim 1, it is characterised in that: support pile top is provided with hat
Beam, crown beam and support pile are rigidly connected；Second baffle top is connect with crown beam.
10. vertical curved baffle landscape pile plate wall according to claim 9, it is characterised in that: setting is useful at the top of crown beam
In the flower trough for laying landscape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821686461.9U CN208934005U (en) | 2018-10-17 | 2018-10-17 | A kind of vertical curved baffle landscape pile plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821686461.9U CN208934005U (en) | 2018-10-17 | 2018-10-17 | A kind of vertical curved baffle landscape pile plate wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208934005U true CN208934005U (en) | 2019-06-04 |
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ID=66724932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821686461.9U Active CN208934005U (en) | 2018-10-17 | 2018-10-17 | A kind of vertical curved baffle landscape pile plate wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113575190A (en) * | 2021-07-30 | 2021-11-02 | 深圳市铁汉生态景观有限公司 | Slope protection re-greening structure based on long-strip vegetation bag |
-
2018
- 2018-10-17 CN CN201821686461.9U patent/CN208934005U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113575190A (en) * | 2021-07-30 | 2021-11-02 | 深圳市铁汉生态景观有限公司 | Slope protection re-greening structure based on long-strip vegetation bag |
| CN113575190B (en) * | 2021-07-30 | 2022-04-01 | 深圳市铁汉生态景观有限公司 | Slope protection re-greening structure based on long-strip vegetation bag |
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