CN206233248U - A kind of inflatable earth retaining box for vertical seepage control fluting - Google Patents
A kind of inflatable earth retaining box for vertical seepage control fluting Download PDFInfo
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- CN206233248U CN206233248U CN201621315691.5U CN201621315691U CN206233248U CN 206233248 U CN206233248 U CN 206233248U CN 201621315691 U CN201621315691 U CN 201621315691U CN 206233248 U CN206233248 U CN 206233248U
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- inner bag
- earth retaining
- inflatable
- skeleton
- retaining box
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Abstract
The utility model provides a kind of inflatable earth retaining box for vertical seepage control fluting, including skeleton, inner bag, husky cylinder and outer courage, the inner bag is in skeletal internal, the inner bag is closing and hollow cylindrical structural, and inflatable and deflatable valve is provided with the top of the inner bag, the outside of the inner bag is equipped with multiple sand cylinders, and the husky cylinder is between the top frame of skeleton and underframe, the outside of the husky cylinder and skeleton is equipped with outer courage, and the bottom of the outer courage is in the underframe top of skeleton.Inner bag can be with inflation in the utility model, so as to adjust the sectional dimension of earth retaining box, preferably to cause that earth retaining box is fitted with cell wall, whole earth retaining box is easy to operate, high working efficiency, it is available for being moved in vertical flexible barrier Different Plane shape cell body inside rubble, the groove of sediment, it is ensured that every section of groove depth is not influenceed by remaining position sediment, it is ensured that the right angle setting of flexible membrane is in place.
Description
Technical field
The utility model belongs to environment-friendly engineering technical field, and in particular to a kind of inflatable gear for vertical seepage control fluting
Native case.
Background technology
In field of Environment Protection, industrial residue stack caused by body of groundwater heavy metal pollution, household garbage field percolate oozes
Leakage causes the pollution of underground water, soil pollution diffusion caused by machine oil chemical industry in recent years, causes periphery farmland and living land
Pollution.Increasing contamination accident is exposed, and causes river water heavy metals exceeding standard, and it is organic that the underground soil body is landfilled
Chemical plant residual pollutes, pollution of domestic water etc. around mine.
The elimination of pollution sources is not the work(of a day, but pollution radius diffusion in growth year by year month after month, the moment threatens
The life and existence of the mankind；Therefore the dirty control of pollution sources is particularly important, and vertical flexible barrier technology takes up an area face with it
Small, the instant effect of product, corrosion resistant advantage is gradually applied to the control of pollution sources and administers central.
Then be vertically mounted to HDPE film inside cell body, to underground contaminant water by vertical flexible barrier by vertical grooving
The flowing of body produces iris action, prevents the diffusion of polluted underground water, so as to play the closing control to pollution sources；Vertical soft
Property continuous grooving during, due to there is bentonite slurry in cell body, mud carries substantial amounts of sediment flowing, causes into groove portion
There is very thick sediment in position, cause HDPE film right angle setting to be difficult in place, while the sealant of HDPE film bottom plays diaphragm seal
The effect of bottom, if the obstruct without earth retaining box, sealant can be flow in the cell body for not installing HDPE film with mud, influence
The installation exercise of follow-up HDPE film.
Utility model content
The utility model provides a kind of inflatable earth retaining box of vertical seepage control fluting, can solve the problem that and was slotted continuously at present
In journey sediment and sealant flowing problem, the earth retaining box operate conveniently, it has very big geological adaptability, can with not
Fitted with the cell wall of soil property, played a part of enclosed slot section, each section of cell body is formed into a closed interval, intercepted interior
The outflow of portion's sealant, while also blocked outside sediment flowing in groove.
The utility model provides a kind of inflatable earth retaining box for vertical seepage control fluting, including skeleton, inner bag, husky cylinder and
Outer courage, the inner bag is in skeletal internal, and the inner bag is to be set at the top of closing and hollow cylindrical structural, and the inner bag
Be equipped with can be inflatable and deflatable valve, the outside of the inner bag is equipped with multiple sand cylinders, and the husky cylinder is in the top of skeleton
Between frame and underframe, the outside of the husky cylinder and skeleton is equipped with outer courage, and the bottom of the outer courage is in the underframe top of skeleton.
Also include balance weight body, the balance weight body is connected to the underframe lower section of skeleton.
Suspension ring are provided with above the top frame of the skeleton.
The pressure gauge of monitoring inner bag internal gas pressure is provided with the top of the inner bag.
The outer courage is that there is opening, lower section to have the hollow columnar structured of the bottom for top.
The number of the husky cylinder is 8-12, each other uniform and interval setting.
The husky cylinder is the HDPE pipes of the internal closing filled with sand.
The material of the inner bag and outer courage is rubber.
The material of the skeleton is steel.
Multiple supporting legs are connected with below the underframe of the skeleton.
The utility model has the advantage that：Inner bag can be with inflation, so as to adjust earth retaining box in the utility model
Sectional dimension, with preferably cause earth retaining box fitted with cell wall, by suspension ring applying external force skeleton is moved in groove so that
Earth retaining box is moved integrally, so as to ensure the continuity of construction.The balance weight body connected by skeleton bottom so that earth retaining box will not be gone up
It is floating, the effect of stabilization is played in groove to earth retaining box.Whole earth retaining box is easy to operate, high working efficiency, is available for vertical flexible anti-
Ooze and moved in Different Plane shape cell body inside rubble, the groove of sediment, it is ensured that every section of groove depth is not by remaining position sediment
Influence, it is ensured that the right angle setting of flexible membrane is in place.
Brief description of the drawings
Fig. 1 is the front view of the inflatable earth retaining box that the utility model is provided；
Fig. 2 is the left view of the inflatable earth retaining box that the utility model is provided
Fig. 3 is the sectional view of the inflatable earth retaining box that the utility model is provided；
Fig. 4 is the schematic perspective view of the inflatable earth retaining box that the utility model is provided.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, so that those skilled in the art
The utility model can be better understood from and can be practiced, but illustrated embodiment is not as to restriction of the present utility model.
The utility model provides a kind of inflatable earth retaining box of vertical seepage control fluting, as Figure 1-Figure 4, including skeleton 1,
Inner bag 2, husky cylinder 3, balance weight body 4 and outer courage 5.
The skeleton 1 is used to support the shaping of whole earth retaining box, and the inner bag 2, husky cylinder 3, balance weight body 4 and outer courage 5 lead to
Cross skeleton 1 to set, the skeleton 1 selects the skeleton of steel, its top has the top frame of quadrangle, and bottom has the bottom of quadrangle
Frame, is connected between top frame and underframe by four connecting rods, and four supporting legs, four supporting leg connections are connected with below underframe
In four corners of underframe.1 or 2 suspension ring 6 are welded with above the top frame, for lifting skeleton 1, the underframe lower section
Balance weight body 4 is connected with, for carrying out counterweight to skeleton 1 to realize its stabilization.The balance weight body 4 can select bloom, iron block or
Concrete block, not restriction.
As Figure 1-Figure 4, the skeleton 1 is internally provided with inner bag 2, and the inner bag 2 is the cylinder of hollow closing
Shape structure, its material is the resilient rubber of tool, and thickness is 3-5mm.The top of the inner bag 1 has the valve 8 of inflation/deflation, uses
In inner bag 2 is inflated and is deflated, the top of the inner bag 1 is also associated with pressure gauge 7, for monitoring and shows in inner bag 2
Portion's pressure.Uniform the enclosing in the outside of the inner bag 2 is provided with 8-12 cylinder sand cylinder 3, and the husky cylinder 3 is in the top frame of skeleton 1
And underframe between, multiple sand cylinders 3 are intervally installed, and specific number is selected according to actual implementation.The skeleton 1 and husky cylinder
3 outside is provided with outer courage 5, such as Fig. 4（Fig. 4 is outer for the structure between the various pieces of display earth retaining box inside eliminates part
Courage 5, and inner bag 2 the non-design pressure table 7 in top and valve 8, and using opening mode as signal）It is shown, the thickness ratio of outer courage 5
The thickness of inner bag 2 is thick, and the outer courage 5 has the hollow circle tube structure of solid bottom for top has opening, lower section, and
Opening above it may be on suspension ring 6, and then can be set by cover cap, and the opening above it can also be in and institute
State the mutually neat position of skeleton top frame.The bottom of the outer courage 5 is in the underframe top of skeleton 1, can be held by the underframe of skeleton 1
Outer courage 5 is carried, specific practice can be provided with four perforation of the connecting rod for wearing skeleton 1, connecting rod by the bottom of outer courage 5
The bottom by outer courage 5 is worn, and then outer courage 5 can be made to be carried on the top of the underframe of skeleton 1.When the inner inflatable of inner bag 2 is swollen
When swollen, the husky cylinder 3 of extruding so that husky cylinder 3 can be subjected to displacement along radial direction, so as to extrude outer courage 5, outer courage 5 just with cell body
It is brought into close contact, prevents the flowing of bottom land sediment and bottom land sealant.
During continuous grooving, grooving and lower film position need to carry out the backfill of sealant and between after earth retaining box
Cell body is excavated at a certain distance, earth retaining box plays prevention sealant and flows in next section of grooving groove, while preventing next section of grooving
The flowing of sediment in groove, and cause sediment to pollute sealant.When one section of operation is finished, the valve that the top of inner bag 2 is set need to be only opened
Door 8, reduces the air pressure in inner bag 2, and the pressure of inner bag 2 can be detected and then be controlled by pressure gauge 7, for not
Same cell body, using different pressure.The valve 8 is inner bag charging valve, while can also be used as deflation.The bone
The selection steel of frame 1 can cause that earth retaining box has certain rigidity, be easy to the setting inside cell body, and external force is applied by suspension ring 6
Skeleton 1 is set to be moved in groove so that earth retaining box is moved integrally, so as to ensure the continuity of construction.The bottom of skeleton 1 is connected with matches somebody with somebody
Weight body 4, will not cause earth retaining box to float, and play the effect of stabilization in groove to earth retaining box, while husky cylinder 3 is filled with using inside
The HDPE pipes of the cylindrical hermetic of fine sand, the own cylindrical HDPE tubular structures for passing through constrain the mobility of sand, it is to avoid earth-retaining
Distribution of weight inside case is uneven.
Embodiment described above is only the preferred embodiment lifted to absolutely prove the utility model, the utility model
Protection domain not limited to this.Equivalent substitute or change that those skilled in the art are made on the basis of the utility model
Change, within protection domain of the present utility model.Protection domain of the present utility model is defined by claims.
Claims (10)
1. a kind of inflatable earth retaining box for vertical seepage control fluting, it is characterised in that including skeleton, inner bag, husky cylinder and outer courage,
The inner bag is in skeletal internal, and the inner bag is to be provided with the top of closing and hollow cylindrical structural, and the inner bag
Valve that can be inflatable and deflatable, the outside of the inner bag is equipped with multiple sand cylinders, and the husky cylinder be in skeleton top frame and
Between underframe, the outside of the husky cylinder and skeleton is equipped with outer courage, and the bottom of the outer courage is in the underframe top of skeleton.
2. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that also including balance weight body,
The balance weight body is connected to the underframe lower section of skeleton.
3. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the top frame of the skeleton
Top be provided with suspension ring.
4. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the top of the inner bag
It is provided with the pressure gauge of monitoring inner bag internal gas pressure.
5. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the outer courage is top
There is the hollow columnar structured of the bottom with opening, lower section.
6. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the number of the husky cylinder
It is 8-12, uniform and interval setting each other.
7. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the husky cylinder is inside
The HDPE pipes of the closing filled with sand.
8. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the inner bag and outer courage
Material be rubber.
9. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the material of the skeleton
It is steel.
10. the inflatable earth retaining box that vertical seepage control according to claim 1 is slotted, it is characterised in that the bottom of the skeleton
Multiple supporting legs are connected with below frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315691.5U CN206233248U (en) | 2016-12-02 | 2016-12-02 | A kind of inflatable earth retaining box for vertical seepage control fluting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315691.5U CN206233248U (en) | 2016-12-02 | 2016-12-02 | A kind of inflatable earth retaining box for vertical seepage control fluting |
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| Publication Number | Publication Date |
|---|---|
| CN206233248U true CN206233248U (en) | 2017-06-09 |
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ID=58977588
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621315691.5U Active CN206233248U (en) | 2016-12-02 | 2016-12-02 | A kind of inflatable earth retaining box for vertical seepage control fluting |
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| CN (1) | CN206233248U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826216A (en) * | 2018-12-20 | 2019-05-31 | 国家能源投资集团有限责任公司 | The construction method and curtain water barrier device of unconsolidated formation curtain |
| CN109826215A (en) * | 2018-12-20 | 2019-05-31 | 国家能源投资集团有限责任公司 | Antiseepage membrane module, the construction method of underground waterproof curtain and underground waterproof curtain |
-
2016
- 2016-12-02 CN CN201621315691.5U patent/CN206233248U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826216A (en) * | 2018-12-20 | 2019-05-31 | 国家能源投资集团有限责任公司 | The construction method and curtain water barrier device of unconsolidated formation curtain |
| CN109826215A (en) * | 2018-12-20 | 2019-05-31 | 国家能源投资集团有限责任公司 | Antiseepage membrane module, the construction method of underground waterproof curtain and underground waterproof curtain |
| CN109826216B (en) * | 2018-12-20 | 2021-06-08 | 国家能源投资集团有限责任公司 | Construction method of loose layer curtain and curtain water-resisting device |
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