CN206768787U - The soil stabilization system of slip casting bamboo grid and monkey grass reinforcement - Google Patents
The soil stabilization system of slip casting bamboo grid and monkey grass reinforcement Download PDFInfo
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- CN206768787U CN206768787U CN201720579409.2U CN201720579409U CN206768787U CN 206768787 U CN206768787 U CN 206768787U CN 201720579409 U CN201720579409 U CN 201720579409U CN 206768787 U CN206768787 U CN 206768787U
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- bamboo
- slip casting
- cane
- bamboo cane
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Abstract
The utility model belongs to soil stabilization technical field, is related to a kind of soil stabilization system of slip casting bamboo grid and monkey grass reinforcement, and the soil stabilization system of the slip casting bamboo grid and monkey grass reinforcement includes bamboo cane, hollow slip casting bamboo anchoring-bolt and palm reinforced earth；Bamboo cane includes the horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal weaving into bamboo network；Hollow slip casting bamboo anchoring-bolt is placed on the node that horizontal bamboo cane and longitudinal bamboo cane intersect；Palm reinforced earth is filled in horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal weaving into bamboo network.The lateral spacing effect and tensile property and can improve the slip casting bamboo grid of soil body globality and stability and the soil stabilization system of monkey grass reinforcement that the utility model provides a kind of ecological, environmental protective, can be provided to the soil body, the reinforcement system can extensive use in terms of reinforced earth bulkhead, reinforcement retaining wall, reinforced soil embankment and Earth Foundation.
Description
Technical field
The utility model belongs to soil stabilization technical field, is related to a kind of reinforcement system, more particularly to a kind of slip casting bamboo net
The soil stabilization system of lattice and monkey grass reinforcement, the reinforcement system reinforced earth bulkhead, reinforcement retaining wall, reinforced soil embankment and
Can extensive use in terms of Earth Foundation.
Background technology
With the fast development of economic construction of China, increasingly in short supply, the policy such as energy-conserving and environment-protective, resource regeneration of land resource
Increasingly reinforcing, the use of geosynthetics in Geotechnical Engineering, how to produce environmental protection, economic geosynthetics
It is a great problem that the world today is faced.
In order to handle bad geological conditions in Geotechnical Engineering, chemical GSZ, geotextiles, geotechnique are used mostly
The material that the compression strength such as fabric are low, overall performance is poor, anti-differential settlement ability is low.And these muscle materials be not regenerated resources simultaneously
With contaminative, environmental protection and the requirement of energy-conservation are not met, the working cushion layer material for developing new soft soil foundation is large area beach
Development Engineering is badly in need of.
Utility model content
In order to solve above-mentioned technical problem present in background technology, the utility model provides a kind of ecological, environmental protective, energy
The lateral spacing effect provided to the soil body and tensile property are provided and soil body globality and the slip casting bamboo grid of stability and palm fibre can be improved
The fiber and steel bar reinforced soil stabilization system of palmitic acid.
To achieve these goals, the utility model uses following technical proposals：
A kind of soil stabilization system of slip casting bamboo grid and monkey grass reinforcement, it is characterised in that：The slip casting bamboo grid
Include bamboo cane, hollow slip casting bamboo anchoring-bolt and palm reinforced earth with the soil stabilization system of monkey grass reinforcement；The bamboo cane bag
Include horizontal bamboo cane and longitudinal bamboo cane of the transverse and longitudinal weaving into bamboo network；The hollow slip casting bamboo anchoring-bolt is placed in horizontal bamboo
On the node that bar and longitudinal bamboo cane intersect；The palm reinforced earth is filled in horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal is staggeredly compiled
In the bamboo network being made into.
Preferably, used by the utility model hollow slip casting bamboo anchoring-bolt it is unidirectional or it is two-way be arranged on horizontal bamboo cane and
On the intersecting node of longitudinal bamboo cane.
Preferably, hollow slip casting bamboo anchoring-bolt includes hollow bamboo and filling in middle diabolo used by the utility model
Reinforcing fluent material inside son.
Preferably, the outer surface of hollow bamboo is Non-smooth surface used by the utility model.
Preferably, it is provided with brill on the node that horizontal bamboo cane and longitudinal bamboo cane intersect used by the utility model
Hole；The aperture of the drilling is slightly larger than the external diameter of hollow bamboo；The hollow slip casting bamboo anchoring-bolt is placed in horizontal bamboo cane and longitudinal direction
In the drilling of the intersecting node of bamboo cane.
Preferably, it is additionally provided with palm fibre on the node that horizontal bamboo cane and longitudinal bamboo cane intersect used by the utility model
Palmitic acid rope.
Preferably, the width of bamboo cane is 30mm ± 5mm used by the utility model；The thickness of the bamboo cane is 3-
8mm。
The utility model has the advantages that：
The utility model provides a kind of soil stabilization system of slip casting bamboo grid and monkey grass reinforcement, the slip casting bamboo net
The soil stabilization system of lattice and monkey grass reinforcement includes bamboo cane, hollow slip casting bamboo anchoring-bolt and palm reinforced earth；Bamboo cane includes
Horizontal bamboo cane and longitudinal bamboo cane of the transverse and longitudinal weaving into bamboo network；Hollow slip casting bamboo anchoring-bolt be placed in horizontal bamboo cane and
On the intersecting node of longitudinal bamboo cane；Palm reinforced earth be filled in horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal weaving into bamboo net
In lattice structure.Bamboo wood is processed and uses triangle and hexagon for bamboo cane and bamboo anchoring-bolt, bamboo network by the utility model,
Palm reinforced earth is filled in bamboo network simultaneously；Bamboo network can be to the lateral spacing effect and pull resistance that the soil body provides
Energy, improve the globality and stability of reinforced earth body.The shearing resistance of bending and the interweave enhancing soil body of the palm reinforced earth in the soil body
Intensity, reduce the deformation of the soil body.Compared with traditional construction material, the utility model is fine using new bamboo reinforcement material and palm
Dimension, ecological, environmental protective, raw material are sufficient, and growth cycle is short, and plant muscle material is more economical provides condition for market extensive use.
Brief description of the drawings
Fig. 1 is that the structure of the soil stabilization system of slip casting bamboo grid and monkey grass reinforcement provided by the utility model is shown
It is intended to；
Fig. 2 is the utility model Fig. 1 close-up schematic view；
Fig. 3 is one side bamboo anchoring-bolt grouting and reinforcing schematic diagram used by the utility model；
Fig. 4 is two-sided bamboo anchoring-bolt grouting and reinforcing schematic diagram used by the utility model；
Fig. 5 is the structural representation of one side bamboo anchoring-bolt and bamboo cane node used by the utility model；
Fig. 6 is the structural representation of two-sided bamboo anchoring-bolt and bamboo cane node used by the utility model；
Fig. 7 is the composite reinforced structural representation of grid bamboo structure and palm soil used by the utility model；
Fig. 8 is the three-dimensional knot of the soil stabilization system of slip casting bamboo grid and monkey grass reinforcement provided by the utility model
Structure schematic diagram；
Wherein：
1- bamboo canes；The hollow slip casting bamboo anchoring-bolts of 2-；3- palm reinforced earths.
Embodiment
Technical scheme provided by the utility model is described in detail below in conjunction with the accompanying drawings：
Referring to Fig. 1, Fig. 2, Fig. 7 and Fig. 8, the utility model provides a kind of slip casting bamboo grid and monkey grass reinforcement
The soil stabilization system of soil stabilization system, the slip casting bamboo grid and monkey grass reinforcement includes bamboo cane 1, hollow slip casting bamboo anchoring-bolt
2 and palm reinforced earth 3；Bamboo cane 1 includes the horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal weaving into bamboo network；It is hollow
Slip casting bamboo anchoring-bolt 2 is placed on the node that horizontal bamboo cane and longitudinal bamboo cane intersect；Palm reinforced earth 3 be filled in horizontal bamboo cane and
Longitudinal bamboo cane transverse and longitudinal weaving into bamboo network in, the bamboo network uses triangle and hexagon, it is preferred to use
Triangle.
Referring to Fig. 3, Fig. 4, Fig. 5 and Fig. 6, hollow slip casting bamboo anchoring-bolt 2 is unidirectional used by the utility model or two-way sets
Put on the intersecting node of horizontal bamboo cane and longitudinal bamboo cane.
Hollow slip casting bamboo anchoring-bolt 2 includes hollow bamboo and the filling reinforcing fluent material inside hollow bamboo, such as
Epoxy resin or polyamide or other reinforcing fluids can with reinforcement effect known in the art can be selected
Material；The outer surface of hollow bamboo is Non-smooth surface, such as can pass through and be handled through sanding or in the outer surface of hollow bamboo
Particle or screw thread are provided with, the outer surface of Non-smooth surface increases the frictional force of hollow bamboo, makes its firmness higher.
Drilling is provided with the node that horizontal bamboo cane and longitudinal bamboo cane intersect；The aperture of drilling is slightly larger than hollow bamboo
External diameter；Hollow slip casting bamboo anchoring-bolt 2 is placed in the drilling for the node that horizontal bamboo cane and longitudinal bamboo cane intersect.
Palm rope is additionally provided with the node that horizontal bamboo cane and longitudinal bamboo cane intersect.
The width of bamboo cane 1 is 30mm ± 5mm；The thickness of bamboo cane 1 is 3-8mm.
Palm reinforced earth 3 can use any palm reinforced earth disclosed in prior art, such as bright, jade earrings in grandson
After standing in《Water resource and Hydraulic Projects journal》What 05 phase in 2016 was delivered《The influence factor of palm reinforced earth shearing strength point
Analysis》Disclosed in palm reinforced earth；Or such as jade earrings after vertical, Zhao Dongxue, Li Beibei exists《Industrial building》3rd phase in 2015
Palm reinforced earth employed in influence of the 115-119 pages of reinforcement condition delivered to palm strength property of reinforced soil；Preferably,
Used by the utility model palm reinforced earth 3 be by monkey grass with soil in mass ratio be 1：200-250 ratio mixing and
Into；The length of monkey grass is 20mm ± 3mm；The water content of soil is 15%~16%.
Soil stabilization system using slip casting bamboo grid provided by the utility model and monkey grass reinforcement is entered to the soil body
When row is reinforced, concrete operations mode is as follows：
1) preparation of bamboo cane 1 and hollow slip casting bamboo anchoring-bolt 2：
The preparation process of bamboo cane 1 is：Choose the bamboo wood of natural air drying and pass through preservative treatment, be processed into bamboo cane 1；
The preparation process of hollow slip casting bamboo anchoring-bolt 2 is：The bamboo wood of natural air drying is chosen, removes ring and forms small bamboo bar；Will
The outer surface polishing of small bamboo bar is coarse or makes screw thread increase frictional resistance, forms hollow slip casting bamboo anchoring-bolt 2；
2) making of bamboo network：The bamboo cane 1 that step 1) obtains is interlocked using horizontal bamboo cane with longitudinal bamboo cane transverse and longitudinal
Mode be knitted to form bamboo network, the joining of horizontal bamboo cane and longitudinal bamboo cane is the node in bamboo network；
3) the site position drill hole of drilling machine in obtained bamboo network is made in step 2)；The aperture of drilling is slightly larger than
The external diameter of hollow slip casting bamboo anchoring-bolt 2；
4) in the drilling drilled with step 3 is hammered of the hollow slip casting bamboo anchoring-bolt 2 that step 1) is prepared, pass through simultaneously
Node in the hollow slip casting bamboo anchoring-bolt 2 of palm rope colligation and bamboo network；
5) the bamboo network containing hollow slip casting bamboo anchoring-bolt 2 that step 4) is prepared, which is laid in, treats soil mass consolidation
Upper surface；Such as can be the upper surface of sand to be reinforced, silt or clay；
6) when the infusion epoxy resin in hollow slip casting bamboo anchoring-bolt 2, rheid material to be added and the not yet fully consolidated soil body,
Palm reinforced earth 3 is filled in bamboo network until designed elevation.
Claims (7)
- A kind of 1. soil stabilization system of slip casting bamboo grid and monkey grass reinforcement, it is characterised in that：The slip casting bamboo grid and The soil stabilization system of monkey grass reinforcement includes bamboo cane（1）, hollow slip casting bamboo anchoring-bolt（2）And palm reinforced earth（3）；It is described Bamboo cane（1）Including horizontal bamboo cane of the transverse and longitudinal weaving into bamboo network and longitudinal bamboo cane；The hollow slip casting bamboo anchoring-bolt （2）It is placed on the node that horizontal bamboo cane and longitudinal bamboo cane intersect；The palm reinforced earth（3）It is filled in horizontal bamboo cane and indulges To bamboo cane transverse and longitudinal weaving into bamboo network in.
- 2. the soil stabilization system of slip casting bamboo grid according to claim 1 and monkey grass reinforcement, it is characterised in that：Institute State hollow slip casting bamboo anchoring-bolt（2）On the unidirectional or two-way node for being arranged on horizontal bamboo cane and longitudinal bamboo cane and intersecting.
- 3. the soil stabilization system of slip casting bamboo grid according to claim 2 and monkey grass reinforcement, it is characterised in that：Institute State hollow slip casting bamboo anchoring-bolt（2）Including hollow bamboo and the filling reinforcing fluent material inside hollow bamboo.
- 4. the soil stabilization system of slip casting bamboo grid according to claim 3 and monkey grass reinforcement, it is characterised in that：Institute The outer surface for stating hollow bamboo is Non-smooth surface.
- 5. the soil stabilization system of slip casting bamboo grid according to claim 4 and monkey grass reinforcement, it is characterised in that：Institute State and be provided with drilling on the node that horizontal bamboo cane and longitudinal bamboo cane intersect；The aperture of the drilling is outer slightly larger than hollow bamboo Footpath；The hollow slip casting bamboo anchoring-bolt（2）It is placed in the drilling for the node that horizontal bamboo cane and longitudinal bamboo cane intersect.
- 6. the soil stabilization system of slip casting bamboo grid according to claim 5 and monkey grass reinforcement, it is characterised in that：Institute State and be additionally provided with palm rope on the node that horizontal bamboo cane and longitudinal bamboo cane intersect.
- 7. according to the soil stabilization system of any described slip casting bamboo grids of claim 1-6 and monkey grass reinforcement, its feature It is：The bamboo cane（1）Width be 30mm ± 5mm；The bamboo cane（1）Thickness be 3-8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720579409.2U CN206768787U (en) | 2017-05-23 | 2017-05-23 | The soil stabilization system of slip casting bamboo grid and monkey grass reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720579409.2U CN206768787U (en) | 2017-05-23 | 2017-05-23 | The soil stabilization system of slip casting bamboo grid and monkey grass reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768787U true CN206768787U (en) | 2017-12-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720579409.2U Expired - Fee Related CN206768787U (en) | 2017-05-23 | 2017-05-23 | The soil stabilization system of slip casting bamboo grid and monkey grass reinforcement |
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| CN (1) | CN206768787U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165152A (en) * | 2017-05-23 | 2017-09-15 | 湖北工业大学 | The soil stabilization system and reinforcement means of slip casting bamboo grid and monkey grass reinforcement |
| CN108385648A (en) * | 2018-01-22 | 2018-08-10 | 汕头大学 | A method of manufacturing resistance of soil reinforcing material using water plant water hyacinth is harmful to |
| CN113186777A (en) * | 2021-05-26 | 2021-07-30 | 中国十九冶集团有限公司 | Temporary pavement built on soft soil foundation and construction method thereof |
-
2017
- 2017-05-23 CN CN201720579409.2U patent/CN206768787U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165152A (en) * | 2017-05-23 | 2017-09-15 | 湖北工业大学 | The soil stabilization system and reinforcement means of slip casting bamboo grid and monkey grass reinforcement |
| CN108385648A (en) * | 2018-01-22 | 2018-08-10 | 汕头大学 | A method of manufacturing resistance of soil reinforcing material using water plant water hyacinth is harmful to |
| CN108385648B (en) * | 2018-01-22 | 2020-06-05 | 汕头大学 | Method for preparing soil strength reinforcing material by using water hyacinth which is a harmful aquatic plant |
| CN113186777A (en) * | 2021-05-26 | 2021-07-30 | 中国十九冶集团有限公司 | Temporary pavement built on soft soil foundation and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |