CN204401554U - A kind of geotextile tube bag mole - Google Patents
A kind of geotextile tube bag mole Download PDFInfo
- Publication number
- CN204401554U CN204401554U CN201420817157.9U CN201420817157U CN204401554U CN 204401554 U CN204401554 U CN 204401554U CN 201420817157 U CN201420817157 U CN 201420817157U CN 204401554 U CN204401554 U CN 204401554U
- Authority
- CN
- China
- Prior art keywords
- tube bag
- geotextile tube
- mole
- overcoat
- geotextile
- 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.)
- Expired - Fee Related
Links
- 239000004746 geotextile Substances 0.000 title claims abstract description 66
- 239000004575 stone Substances 0.000 claims description 25
- 238000012423 maintenance Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 5
- 230000008439 repair process Effects 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of geotextile tube bag mole, comprising cross section is trapezoidal levee body, the dike heart of described levee body fills husky geotextile tube bag by the multilayer of stacked arrangement and forms, and the utility model has good stability, safety is high, can be applicable to the advantage of high earthquake magnitude, high unrestrained circumstance of flowing water.
Description
Technical field
The utility model relates to harbour, Wharf Construction technical field, particularly relates to a kind of geotextile tube bag mole.
Background technology
At present, harbour, jetty generally adopt jackstone landfill structure, and because distance building site, block building stones field is too far away during construction, cause transport difficult, cost significantly increases.Run in early stage also will consider local complicated social environmental factor, make the supply of block stone be subject to severely restricts, and under the high unrestrained river channels of high earthquake magnitude, the mole that block clitter fills out structure is stable not, block stone is easily washed loss, there is potential safety hazard and also can cause larger economic loss.
Utility model content
The technical problems to be solved in the utility model overcomes the deficiencies in the prior art, provides a kind of Stability Analysis of Structures, safety is good, geotextile tube bag mole that cost is low.
For solving the problems of the technologies described above, the utility model by the following technical solutions: a kind of geotextile tube bag mole, comprises the levee body of trapezoid cross section, and the dike heart of described levee body fills husky geotextile tube bag by the multilayer of stacked arrangement and forms.
Further improvement as technique scheme:
The geotextile tube bag on a stacking upper strata on the geotextile tube bag that lower one deck two is adjacent.
The skin of the described dike heart is coated with geotextiles overcoat.
Be provided with between the described dike heart and described geotextiles overcoat and fill out cardiolith material.
The skin of described geotextiles overcoat is provided with block stone topping.
Filling building stones are provided with between described geotextiles overcoat and block stone topping.
The skin of described block of stone topping is provided with wave breaker block.
The top of described levee body is provided with the maintenance channel for later stage mole repair and maintenance.
Described geotextile tube bag is Geotube geotextile tube bag.
Compared with prior art, the utility model has the advantage of: utilize have that toughness is high, intensity is large, the stacking formation core of the breakwater of geotextile tube bag of the characteristic of good stability, good penetrability, volume and the quality of geotextile tube bag are larger, ensure that the resistance to overturning of mole, high earthquake magnitude, high unrestrained circumstance of flowing water can be applicable to; Utilize sea sand filling geotextile tube bag, take full advantage of field resources, decrease block stone use amount, reduce construction cost, decrease the destruction to environment, and can workmanship be ensured, there is obvious economy, society and environmental benefit.
Accompanying drawing explanation
Fig. 1 is the cross-sectional structure schematic diagram of the utility model mole.
Fig. 2 is the vertical section structure schematic diagram of the utility model mole.
In figure, each label represents: 1, levee body; 11, the dike heart; 12, geotextiles overcoat; 13, block stone topping; 14, wave breaker block; 15, maintenance channel; 16, building stones are filled; 17, cardiolith material is filled out; 2, geotextile tube bag.
Detailed description of the invention
Below with reference to Figure of description and specific embodiment, the utility model is described in further details.
As depicted in figs. 1 and 2, the geotextile tube bag mole of the present embodiment, comprise the levee body 1 of trapezoid cross section, the dike heart 11 of levee body 1 is made up of the multilayer geotextile tube bag 2 of stacked arrangement, volume and the quality of geotextile tube bag 2 are larger, ensure that the resistance to overturning of mole, high earthquake magnitude, high unrestrained circumstance of flowing water can be applicable to; Utilize sea sand filling geotextile tube bag 2, take full advantage of field resources, decrease block stone use amount, reduce construction cost, decrease the destruction to environment, and can workmanship be ensured, there is obvious economy, society and environmental benefit.
In the present embodiment, the geotextile tube bag 2 on a stacking upper strata on the geotextile tube bag 2 that lower one deck two is adjacent.In the present embodiment, geotextile tube bag 2 is Geotube geotextile tube bag (high-ductility polypropylene geotextile tube bag), and design size (long × wide × high) is 10m × 5m × 2.5m, 15m × 5m × 2.5m and 25m × 5m × 2.5m tri-kinds of models, and minimum amount of fill of filling is 125 m
3/ only, maximum amount of fill of filling is 312.5m
3/ only, there is the Geotube geotextile tube bag stacking formation dike heart 11 of larger volume and quality, resistance to overturning and the reliability of mole can be guaranteed.The shape of the dike heart 11 can be realized by the charging quantity controlling single Geotube geotextile tube bag.
In the present embodiment, the skin of the dike heart 11 is coated with geotextiles overcoat 12, arranges geotextiles overcoat 12 pairs of dike hearts 11 and tentatively protects, avoid geotextile tube bag 2 to be exposed to the sun for a long time, wave is beaten, hard objects is destroyed, and ensures the safety of geotextile tube bag 2.
In the present embodiment, be provided with between the dike heart 11 and geotextiles overcoat 12 and fill out cardiolith material 17.By filling out the filling in the cardiolith material 17 pairs of dike heart 11 spaces, making the dike heart 11 globality better, more stable, firm, ensure that globality and the stability of core of the breakwater 11.
In the present embodiment; the skin of geotextiles overcoat 12 is provided with block stone topping 13; block stone topping 13 forms one deck " containment vessel " by block stone reason is built occlusion; make breakwater structure firmer, stable; firmly wrap inner geotextiles overcoat 12 and geotextile tube bag 2, guarantee the safety of the dike heart 11.
In the present embodiment, be provided with between geotextiles overcoat 12 and block stone topping 13 and fill building stones 16.Fill building stones 16 particle diameter less; and without sharp corner angle, fill the outside that building stones 16 are close to geotextiles overcoat 12 and geotextile tube bag 2, formed one " cushion coat "; protect geotextile tube bag 2 further, in order to avoid geotextile tube bag 2 is smashed when the boulder construction of block stone topping 13.
In the present embodiment, the skin of block stone topping 13 is provided with wave breaker block 14, and wave breaker block 14 is laid on block stone topping 13 slope, reduces wave to the impact failure of mole, forms more protection, improve globality and stability.
In the present embodiment, the top of levee body 1 is provided with the maintenance channel 15 for later stage mole repair and maintenance, and this maintenance channel 15 is made up of crushed rock base course and the gravel road surface be located on crushed rock base course.
In the present embodiment, geotextile tube bag 2 is Geotube geotextile tube bag.Geotube geotextile tube bag intensity is large and have good toughness, good stability and permeability, guarantees reliability and the application life of mole.
Although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model.Any those of ordinary skill in the art, when not departing from technical solutions of the utility model scope, the technology contents of above-mentioned announcement all can be utilized to make many possible variations and modification to technical solutions of the utility model, or be revised as the Equivalent embodiments of equivalent variations.Therefore, every content not departing from technical solutions of the utility model, according to the utility model technical spirit to any simple modification made for any of the above embodiments, equivalent variations and modification, all should drop in the scope of technical solutions of the utility model protection.
Claims (9)
1. a geotextile tube bag mole, comprising cross section is trapezoidal levee body (1), it is characterized in that: the dike heart (11) of described levee body (1) fills husky geotextile tube bag (2) by the multilayer of stacked arrangement and forms.
2. geotextile tube bag mole according to claim 1, is characterized in that: the geotextile tube bag (2) on the upper stacking upper strata of the geotextile tube bag (2) that lower one deck two is adjacent.
3. geotextile tube bag mole according to claim 1, is characterized in that: the skin of the described dike heart (11) is coated with geotextiles overcoat (12).
4. geotextile tube bag mole according to claim 3, is characterized in that: be provided with between the described dike heart (11) and described geotextiles overcoat (12) and fill out cardiolith material (17).
5. geotextile tube bag mole according to claim 3, is characterized in that: the skin of described geotextiles overcoat (12) is provided with block stone topping (13).
6. geotextile tube bag mole according to claim 5, is characterized in that: be provided with between described geotextiles overcoat (12) and block stone topping (13) and fill building stones (16).
7. geotextile tube bag mole according to claim 5, is characterized in that: the skin of described piece of stone topping (13) is provided with wave breaker block (14).
8. geotextile tube bag mole according to claim 1, is characterized in that: the top of described levee body (1) is provided with the maintenance channel (15) for later stage mole repair and maintenance.
9. geotextile tube bag mole according to any one of claim 1 to 8, is characterized in that: described geotextile tube bag (2) is Geotube geotextile tube bag.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420817157.9U CN204401554U (en) | 2014-12-22 | 2014-12-22 | A kind of geotextile tube bag mole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420817157.9U CN204401554U (en) | 2014-12-22 | 2014-12-22 | A kind of geotextile tube bag mole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204401554U true CN204401554U (en) | 2015-06-17 |
Family
ID=53425430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420817157.9U Expired - Fee Related CN204401554U (en) | 2014-12-22 | 2014-12-22 | A kind of geotextile tube bag mole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204401554U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499459A (en) * | 2014-12-22 | 2015-04-08 | 中国水利水电第八工程局有限公司 | Geotextile tube breakwater |
-
2014
- 2014-12-22 CN CN201420817157.9U patent/CN204401554U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499459A (en) * | 2014-12-22 | 2015-04-08 | 中国水利水电第八工程局有限公司 | Geotextile tube breakwater |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150617 |