CN207331709U - The netted retaining structure of deep welding with filler wire - Google Patents
The netted retaining structure of deep welding with filler wire Download PDFInfo
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- CN207331709U CN207331709U CN201720749223.7U CN201720749223U CN207331709U CN 207331709 U CN207331709 U CN 207331709U CN 201720749223 U CN201720749223 U CN 201720749223U CN 207331709 U CN207331709 U CN 207331709U
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- steel pipes
- filler wire
- steel pipe
- side slope
- slope
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Abstract
It the utility model is related to the technical field of deep welding with filler wire supporting, disclose the netted retaining structure of deep welding with filler wire, including multiple vertical steel pipes, multiple horizontal steel pipes and multiple oblique steel pipes, multiple vertical steel pipes are embedded in side slope body along side slope top of the slope to side slope surface, multiple transverse direction steel pipes and multiple oblique steel pipes are by side slope surface built-in edges slopes, difference high-pressure slip-casting, forms solidified slurry in multiple vertical steel pipes, multiple horizontal steel pipes and multiple oblique steel pipes.By the slope and side slope top of the deep welding with filler wire of insertion of multiple steel pipe different directions, a netted branch mark structure is formed, multiple steel pipes of three different directions help to improve the overall stress of the netted branch mark structure, improve its bearing capacity；Also, multiple steel pipe pipe shafts carry out high-pressure slip-casting processing, play the role of strengthening fill, form the very high supporting construction of a strength and stiffness, and achieve the purpose that supporting and retaining system side slope while cost is reduced.
Description
Technical field
It the utility model is related to the technical field of deep welding with filler wire supporting, the netted supporting and retaining system of especially deep welding with filler wire
Structure.
Background technology
In new construction, embankment leveling is generally required, welding with filler wire will be formed, welding with filler wire is loosely organized, sudden and violent
Rain or vibrations are easy generation avalanches, bring great loss to production and construction, can be used for not thick welding with filler wire
Piling structure or prestressing anchor support, but during for the larger deep welding with filler wire supporting of thickness, in engineering construction often
Handled using Reinforcement with Cement-mixed Piles.
At present, Reinforcement with Cement-mixed Piles processing is that cement is sprayed into middle stirring of banketing by stirring favourable turn, is soil and water
Mud mixes, and produces a series of physical chemical reaction, bankets so as to cure, play the purpose of supporting.
In the prior art, the method for the Reinforcement with Cement-mixed Piles processing of use, the material of consuming is more, and cost is higher, and
The gravity type strengthening fill barricade stiffness and strength that this method is formed is limited, and deformation is larger, it is impossible to which extraordinary supporting is deep to fill out
Native side slope.
Utility model content
The netted retaining structure of deep welding with filler wire supporting and retaining system provided by the utility model, it is intended to solve in the prior art,
In the Bracing Process of deep welding with filler wire, support rigidity is limited, it is impossible to meets the supporting of deep welding with filler wire, and supporting cost
The problem of higher.
The utility model is realized in this way the netted retaining structure of deep welding with filler wire, including it is multiple vertical steel pipes, more
A transverse direction steel pipe and multiple oblique steel pipes, multiple vertical steel pipes are embedded in side slope body along side slope top of the slope to side slope surface
Interior, multiple horizontal steel pipes and multiple oblique steel pipes are multiple described perpendicular by the side slope surface built-in edges slopes
Distinguish high-pressure slip-casting into steel pipe, multiple horizontal steel pipes and multiple oblique steel pipes, form solidified slurry.
Further, the multiple vertical steel pipe is respectively perpendicular embedded in the soil layer on side slope top and is embedded in side perpendicular to top of the slope
The soil layer of slope slope surface, the multiple transverse direction steel pipe is horizontal on the soil layer on slope along side slope top horizontal direction, the multiple oblique
It is vertically set on to steel pipe on the slope.
Further, the pipe shaft of the multiple vertical steel pipe, multiple horizontal steel pipes and multiple oblique steel pipes is respectively equipped with more
A presbyopia for carrying out high-pressure slip-casting.
Further, the presbyopia is distributed in the multiple vertical steel pipe, multiple horizontal steel pipes and multiple oblique steels
The pipe shaft of pipe.
Further, multiple vertical steel pipes form vertical adhesive structure with slopes after slip casting, multiple described after slip casting
Multiple oblique steel pipes form oblique adhesive structure with slopes after horizontal steel pipe forms lateral bond structure and slip casting with slopes,
Vertical adhesive structure, the lateral bond structure and the oblique adhesive structure are in slopes.
Further, multiple vertical adhesive structures and multiple lateral bond structures and multiple described oblique viscous
Junction structure is interconnected to form overall adhesive structure.
Further, the netted retaining structure of deep welding with filler wire includes being used for the articulamentum for fixing steel pipe, the connection
Layer is laid on side slope top and slope.
Further, the multiple vertical steel pipe upper end connects the articulamentum, and insertion slopes in lower end are the multiple oblique
Steel pipe upper end connects the articulamentum, lower end insertion slopes, and the multiple transverse direction steel pipe upper end connects the articulamentum, and lower end is embedding
Enter slopes.
Further, it is characterised in that the multiple steel pipe lower end is tapered.
Compared with prior art, the netted retaining structure of deep welding with filler wire provided by the utility model, passes through multiple steel
The slope and side slope top of the deep welding with filler wire of insertion of pipe different directions, form a netted branch mark structure, three different directions
Multiple steel pipes help to improve the overall stress of the netted branch mark structure, improve its bearing capacity；Also, multiple steel pipe pipe shafts into
Horizontal high voltage injecting treatment, plays the role of strengthening fill, so that the stability of enhancing structure, and then improve deep welding with filler wire branch
The rigidity of protection structure, and reduce the supporting cost of deep welding with filler wire.
Brief description of the drawings
Fig. 1 is the diagrammatic cross-section of the netted retaining structure for the deep welding with filler wire that the utility model embodiment provides.
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, is further elaborated the utility model.It should be appreciated that specific embodiment described herein is only explaining
The utility model, is not used to limit the utility model.
It is described in detail below in conjunction with realization of the specific embodiment to the utility model.
The same or similar label correspond to the same or similar components in the attached drawing of the present embodiment；In retouching for the utility model
In stating, it is to be understood that if it is based on attached drawing to have the orientation of the instructions such as term " on ", " under ", "left", "right" or position relationship
Shown orientation or position relationship, are for only for ease of description the utility model and simplify description, rather than indicate or imply institute
The device or element of finger must have specific orientation, with specific azimuth configuration and operation, therefore position is closed described in attached drawing
The term of system is only for illustration, it is impossible to the limitation to this patent is interpreted as, for those of ordinary skill in the art
Speech, can understand the concrete meaning of above-mentioned term as the case may be.
It is preferred embodiment provided by the utility model with reference to shown in Fig. 1.
The netted retaining structure of deep welding with filler wire provided by the utility model, the banket side larger available for lining thickness
Slope, the rigidity of the supporting construction are larger and cheap.
The netted retaining structure of deep welding with filler wire, including multiple vertical steel pipes 10, multiple horizontal steel pipes 20 and multiple
Oblique steel pipe 30, multiple vertical steel pipes 10 are embedded in side slope body along side slope top of the slope to side slope surface, it is multiple transverse direction steel pipes 20 with
And multiple oblique steel pipes 30 are by side slope surface built-in edges slopes, multiple steel pipes are inserted into deep side of banketing from three different directions
The side slope top on slope and slope, form netted branch mark structure, and then carry out supporting to deep welding with filler wire.
Furthermore difference high-pressure slip-casting, shape in multiple vertical steel pipes 10, multiple horizontal steel pipes 20 and multiple oblique steel pipes 30
Into solidified slurry, so as to play the role of strengthening fill, steel pipe and one same-action of cement mortar and soil layer, form an intensity and just
The very high complex of degree, achievees the purpose that supporting and retaining system side slope.
Multiple transverse direction steel pipes 20 are horizontal on the soil layer on slope along side slope top horizontal direction；Multiple oblique steel pipes 30 are vertical
Set on the slope, further supporting is carried out to the slope of deep welding with filler wire；Multiple vertical steel pipes 10, multiple horizontal steel pipes
20 and the spatial networks supporting construction that cooperatively forms of oblique steel pipe 30, the steel pipe of three different directions, one side anchor rod body
High tensile steel tube plays the role of reinforcement, on the other hand with the same-action that bankets in net structure, forms intensity and just
The very high spatial compounding branch mark structure of degree, achievees the purpose that the deep welding with filler wire of supporting.
In the present embodiment, multiple vertical steel pipes 10 are respectively perpendicular embedded in the soil layer on side slope top and are embedded in side perpendicular to top of the slope
The soil layer of slope slope surface, can so make vertical steel pipe 10 have the supporting scope of bigger, so as to increase deep welding with filler wire supporting knot
The supporting scope of structure；Multiple transverse direction steel pipes 20 are horizontal on the soil layer on slope along side slope top horizontal direction, can so make multiple
Horizontal steel pipe 20 shares soil layer gravity and pressure jointly, makes its multistage support, so as to improve the support capacity of deep welding with filler wire；
Multiple oblique steel pipes 30 are vertically arranged on the slope, can so bear the vertical pressure of slope slope surface to the full extent；Pass through three
The steel pipe of a different directions coordinates, and then net support structure is born the earth pressure of different directions, so as to improve netted
The support capacity of branch mark structure.
In order to improve the slip casting effect of high-pressure slip-casting, multiple vertical steel pipes 10, multiple horizontal steel pipes 20 and multiple oblique steels
The pipe shaft of pipe 30 is respectively equipped with the presbyopia 50 of multiple progress high-pressure slip-castings, after multiple steel pipes are embedded in the soil body, passes through multiple steel pipes
Presbyopia 50 on pipe shaft carries out high-pressure slip-casting processing, slip casting is more comprehensively covered steel pipe, increase steel pipe, slip casting and soil layer
The contact area of three, so as to improve the effect of supporting construction strengthening fill.
Furthermore presbyopia 50 is distributed in multiple vertical steel pipes 10, multiple horizontal steel pipes 20 and multiple oblique steel pipes 30
Pipe shaft, so when steel pipe carries out high-pressure slip-casting processing, slip casting more uniform can be distributed in steel pipe pipe shaft, steel pipe, slip casting and soil
Layer three can evenly combine, so that the overall endurance of whole net support structure is consistent, and then increase the supporting file
The rigidity and intensity of structure.
In the present embodiment, multiple vertical steel pipes 10 form vertical adhesive structure with slopes after slip casting, multiple transverse directions after slip casting
Multiple oblique steel pipes 30 form oblique adhesive structure with slopes after steel pipe 20 forms lateral bond structure and slip casting with slopes, vertically
In slopes, the benefit so set is steel pipe and cement mortar for adhesive structure, lateral bond structure and oblique adhesive structure
Entirety is combined to form with soil layer, helps to improve itself dead weight, improves the support capacity of net support structure, meanwhile, soil layer is
The material gathered materials on the spot, therefore, saves the cost of supporting construction while the support capacity of net support structure is improved.
In order to improve the support capacity of net support structure, multiple vertical adhesive structures and multiple lateral bonds
Structure and multiple oblique adhesive structures are interconnected to form overall adhesive structure, and so can achieve the effect that is, each
Adhesive structure combines to form entirety, is greatly enhanced its endurance, so as to substantially increase the supporting energy of net support structure
Power.
In order to improve the stability of multiple steel pipes of embedded soil layer, articulamentum 40 is equipped with side slope top and slope slope,
Multiple 10 lower ends of vertical steel pipe are embedded in the soil layer on side slope top, and upper end extension is connected on articulamentum 40, under multiple transverse direction steel pipes 20
End is along the horizontal soil layer for being embedded in slope of side slope top horizontal direction, and upper end, which stretches out, to be connected on articulamentum 40, multiple oblique steels
30 lower end of pipe is vertically arranged on the slope, and upper end, which stretches out, to be connected on articulamentum 40, the benefit so set be make it is multiple
Vertical steel pipe 10, multiple horizontal steel pipes 20, multiple oblique steel pipes 30 are combined into an entirety, improve its endurance, make it in depth
It is unlikely to deform in the Bracing Process of thick fill side slope, so as to ensure the supporting safety of deep welding with filler wire.
Furthermore the articulamentum 40 for being laid on slope and side slope top is Reinforced Concrete Materials, in this way, articulamentum 40 is with resistance to
Fire, the advantages that durability is good.And due to needing to be laid on slope and side slope top, use Reinforced Concrete Materials, Ke Yigen
According to needs, pour and form according to different sizes and pattern.
In order to make steel pipe be more easy to embedded soil layer, multiple steel pipe lower ends are tapered, can so reduce resistance of the soil layer to steel pipe,
So that steel pipe insertion slope and side slope top are more laborsaving.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (9)
1. the netted retaining structure of deep welding with filler wire, it is characterised in that including multiple vertical steel pipes, multiple horizontal steel pipes and
Multiple oblique steel pipes, multiple vertical steel pipes are embedded in side slope body along side slope top of the slope to side slope surface, multiple transverse directions
Steel pipe and multiple oblique steel pipes are multiple vertical steel pipes, multiple described by the side slope surface built-in edges slopes
Difference high-pressure slip-casting in horizontal steel pipe and multiple oblique steel pipes, forms solidified slurry.
2. the netted retaining structure of deep welding with filler wire as claimed in claim 1, it is characterised in that the multiple vertical steel pipe
The soil layer that side slope surface is embedded in embedded in the soil layer on side slope top and perpendicular to top of the slope is respectively perpendicular, the multiple transverse direction steel pipe is along side
Top of the slope horizontal direction is horizontal on the soil layer on slope, and the multiple oblique steel pipe is vertically set on the slope.
3. the netted retaining structure of deep welding with filler wire as claimed in claim 1, it is characterised in that the multiple vertical steel
The pipe shaft of pipe, multiple horizontal steel pipes and multiple oblique steel pipes is respectively equipped with the presbyopia of multiple progress high-pressure slip-castings.
4. the netted retaining structure of deep welding with filler wire as claimed in claim 3, it is characterised in that the presbyopia is spaced apart
In the pipe shaft of the multiple vertical steel pipe, multiple horizontal steel pipes and multiple oblique steel pipes.
5. the netted retaining structure of deep welding with filler wire as claimed in claim 1, it is characterised in that multiple described perpendicular after slip casting
Vertical adhesive structure is formed to steel pipe and slopes, multiple horizontal steel pipes form lateral bond structure and note with slopes after slip casting
Multiple oblique steel pipes form oblique adhesive structure, vertical adhesive structure, the lateral bond structure with slopes after slurry
And the oblique adhesive structure is in slopes.
6. the netted retaining structure of deep welding with filler wire as claimed in claim 1, it is characterised in that multiple vertical bondings
Structure is interconnected to form overall adhesive structure with multiple lateral bond structures and multiple oblique adhesive structures.
7. the netted retaining structure of deep welding with filler wire as claimed in claim 1, it is characterised in that the net of deep welding with filler wire
Shape retaining structure includes being used for the articulamentum for fixing steel pipe, and the articulamentum is laid on side slope top and slope.
8. the netted retaining structure of deep welding with filler wire as claimed in claim 6, it is characterised in that the multiple vertical steel pipe
Upper end connects the articulamentum, lower end insertion slopes, and the multiple oblique steel pipe upper end connects the articulamentum, lower end insertion slope
Body, the multiple transverse direction steel pipe upper end connect the articulamentum, lower end insertion slopes.
9. the netted retaining structure of the deep welding with filler wire as described in claim 1-3 any one is any, it is characterised in that institute
It is tapered to state multiple steel pipe lower ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720749223.7U CN207331709U (en) | 2017-06-26 | 2017-06-26 | The netted retaining structure of deep welding with filler wire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720749223.7U CN207331709U (en) | 2017-06-26 | 2017-06-26 | The netted retaining structure of deep welding with filler wire |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207331709U true CN207331709U (en) | 2018-05-08 |
Family
ID=62426812
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720749223.7U Expired - Fee Related CN207331709U (en) | 2017-06-26 | 2017-06-26 | The netted retaining structure of deep welding with filler wire |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207331709U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419734A (en) * | 2017-06-26 | 2017-12-01 | 深圳宏业基岩土科技股份有限公司 | The netted retaining structure of deep welding with filler wire |
| CN109024630A (en) * | 2018-08-30 | 2018-12-18 | 商丘工学院 | A kind of slope protection structure and its restorative procedure |
-
2017
- 2017-06-26 CN CN201720749223.7U patent/CN207331709U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419734A (en) * | 2017-06-26 | 2017-12-01 | 深圳宏业基岩土科技股份有限公司 | The netted retaining structure of deep welding with filler wire |
| CN107419734B (en) * | 2017-06-26 | 2020-12-11 | 深圳宏业基岩土科技股份有限公司 | Netted retaining structure of deep side slope that bankets |
| CN109024630A (en) * | 2018-08-30 | 2018-12-18 | 商丘工学院 | A kind of slope protection structure and its restorative procedure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180508 Termination date: 20200626 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |