CN206090461U - Flood prevention geotechnique bag - Google Patents
Flood prevention geotechnique bag Download PDFInfo
- Publication number
- CN206090461U CN206090461U CN201621068522.6U CN201621068522U CN206090461U CN 206090461 U CN206090461 U CN 206090461U CN 201621068522 U CN201621068522 U CN 201621068522U CN 206090461 U CN206090461 U CN 206090461U
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- CN
- China
- Prior art keywords
- bag
- soil engineering
- band
- extension
- flood control
- 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
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- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Cultivation Of Plants (AREA)
Abstract
The utility model discloses a flood prevention geotechnique bag, including the bag body, the both sides of the bag body all are equipped with the extension, and the extension includes the anticreep piece of being connected with bag body connected's elastic component, with the elastic component, be equipped with the sticking department that is used for fixed extension on the surface at bag body middle part, the bag body is made up by two -layer geotechnological cloth and is formed, and geotechnological bale of cloth is drawn together and is compiled fabric layer, non -woven fabrics layer. When a plurality of geotechnique bags are crisscross when piling up, the extension of upper strata geotechnique's bag both sides can be connected with the sticking department at lower floor geotechnique's bag middle part, fixes, and geotechnique's bag firm in connection between the adjacent layer difficultly produces sliding layer within a definite time.
Description
Technical field
This utility model is related to a kind of soil engineering bag, more particularly to a kind of flood control soil engineering bag.
Background technology
The soil engineering bag for loading sack and compaction moulding by earth material has very high intensity, and with certain shock-damping energy-dissipating
Effect, heap poststack can be used as flood control barrier.
At present, the Chinese patent of Publication No. CN204527998U discloses a kind of flood control woven bag on market, including just
Surface and back surface, band braiding of the woven bag by every length for the geosynthetics of 300mm is formed, wherein, it is overall outer
Shape is long 950mm, and the rectangle structure of wide 550mm, the top margin of woven bag front surface is designed with the bag mouth of arc opening, its excess-three
Bar weaves in three corresponding with back surface and connects into bag side that heals up.
In construction, often need substantial amounts of soil engineering bag to be stacked, but soil engineering bag is stacked to after certain altitude easily sends out
Frictional slip between generating layer, so as to increased the stacking difficulty of soil engineering bag, for the work of flood prevention in later stage also produces impact, uses
Inconvenience.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of flood control soil engineering bag, and it is in heap
Stack and postpone with well-set advantage.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of flood control soil engineering bag,
Including bag, bag is formed by the sewing of two-layer geotextiles, and the geotextiles include base fabric, nonwoven layer；The bag
Both sides are equipped with extension, and extension includes the anti-drop block of the band being connected with bag and band connection；Appearance in the middle part of bag
Face is provided with the sticking department for fixed extension.
By adopting above-mentioned technical proposal, when multiple soil engineering bags are staggeredly stacked, the extension energy of upper strata soil engineering bag both sides
It is connected with the sticking department in the middle part of lower floor soil engineering bag, is fixed, the soil engineering bag between adjacent layer is connected firmly, and is not likely to produce interlayer
Sliding；During use, upper strata soil engineering bag easily receives external impact force, and is subject to the upper strata soil engineering bag that lower floor's soil engineering bag is connected
Position skew is not susceptible to, the structure of some soil engineering bags of heap poststack is more firm；The structural strength of base fabric is high, with compared with
Good isolation effect；Nonwoven layer has good water penetration, and in inside soil body drainage channel is formed, beneficial to liquid in the soil body and
The outer row of gas；Have structural strength high using the double-deck bag, the advantage of good water permeability.
This utility model is further arranged to：The sticking department includes the regulation band that one end is fixed with bag, sets on bag
There are some stators for secured adjusted band, the two ends of stator are connected with bag, adjust band through the other end of stator
It is wound adjustable latch segment.
By adopting above-mentioned technical proposal, tensing to adjust can just fix extension after locking, easy to operate；Extension
The restriction of modulated band and play a part of to connect two soil engineering bags, stator is connected firmly on bag, multiple stators point
Dissipate and adjusted the pulling force that band is subject to, there is more preferable support force during fixed extension；User can adjust the position of latch segment
And to the soil engineering bag fixation of levels；Simultaneously stator is raised in bag surface, forms a loop configuration, and user can
To grip stator, it is more prone to when carrying soil engineering bag.
This utility model is further arranged to：The number of the extension is 8；The number of stator is 5.
Not only it is connected with the soil engineering bag of lower floor by adopting the soil engineering bag on above-mentioned technical proposal, upper strata, moreover it is possible to left and right two
The soil engineering bag connection of side, makes one overall structure of multiple geotechnological bag formations, and structural strength is higher, and crushing resistance increases when by external force
By force, it is difficult to collapse.
This utility model is further arranged to：The bag is provided with reinforcement with the junction of extension.
By adopting above-mentioned technical proposal, reinforcement makes extension be connected with bag more firm, while also further
The structural strength that increased bag, reduce bag probability damaged in use.
This utility model is further arranged to：The outer surface of the bag is provided with some non-slipping blocks.
The roughness on bag surface, the friction between adjacent soil engineering bag are increased by adopting above-mentioned technical proposal, non-slipping block
Resistance increases, and soil engineering bag is not susceptible in use sliding.
This utility model is further arranged to：The non-slipping block is provided with some water-guiding holes.
By adopting above-mentioned technical proposal, soil engineering bag needs to leach moisture content after injection mud, consolidate slurry liquid and
Reach certain holding capacity；Non-slipping block with water-guiding hole had both had skidproof effect, and with preferable water penetration.
This utility model is further arranged to：The anti-drop block is working of plastics.
By adopting above-mentioned technical proposal, plastic piece structure intensity is big, and long service life is connected firmly with sticking department.
This utility model is further arranged to：The anti-drop block is wound by band end.
Directly it is wound by band by adopting above-mentioned technical proposal, anti-drop block, it is not necessary to additional processing, processing side
Just；There is adjustable advantage simultaneously, the length of regulation band or the size of anti-drop block can be needed according to user, use
Shi Gengjia is flexible.
In sum, this utility model has the advantages that：
1st, the extension of upper strata soil engineering bag both sides can be connected with the sticking department in the middle part of lower floor soil engineering bag, be fixed, adjacent
Soil engineering bag between layer is connected firmly, and is not likely to produce the sliding of interlayer；
2nd, there are multiple extensions on soil engineering bag, soil engineering bag can simultaneously with thereon, lower floor, the soil engineering bag of left and right position connects
Connect fixation, one overall structure of multiple geotechnological bag formations, with more preferable structural strength；
3rd, the non-slipping block with water-guiding hole increased the roughness of bag outer surface, be difficult to skid when in use, while not
Affect the water penetration of bag.
Compared with prior art, the utility model has the advantage of：Multiple soil engineering bags are attached and form an entirety
Structure, increased the structural strength of the soil engineering bag of heap poststack, and interlayer slip is not susceptible to when in use.
Description of the drawings
Fig. 1 is the sectional view of the saliency bag Rotating fields of embodiment 1；
Fig. 2 is the structural representation of bag in embodiment 1；
Fig. 3 is the structural representation that regulation band completes when fixing in embodiment 1；
Fig. 4 is the enlarged drawing in Fig. 3 at A；
Fig. 5 is band and the attachment structure schematic diagram for adjusting band in embodiment 1；
Fig. 6 is the attachment structure schematic diagram of multiple bags in embodiment 1；
Fig. 7 is the structural representation of bag in embodiment 2.
Reference：1st, base fabric；2nd, nonwoven layer；3rd, bag；4th, band；5th, anti-drop block；6th, reinforcement；7th, it is fixed
Piece；8th, band is adjusted；9th, latch segment；10th, non-slipping block；11st, water-guiding hole.
Specific embodiment
This utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：A kind of flood control soil engineering bag, as depicted in figs. 1 and 2, including the bag sutured with two-layer geotextiles
3.Geotextiles include base fabric 1, nonwoven layer 2, and base fabric 1 and nonwoven layer 2 are through multiple acupuncture and in addition appropriate heat
Roll and connect after process.Base fabric 1 is located at the outside of bag 3, and nonwoven layer 2 is located at the inner side of bag 3.
As shown in Fig. 2 the both sides of bag 3 are respectively provided with 4 bands 4, one end of band 4 is connected with the suture of bag 3, the other end
An anti-drop block 5 is connected with, anti-drop block 5 is a working of plastics, anti-drop block 5 can be adhesively fixed with band 4 using binding agent；
Bag 3 is provided with reinforcement 6 with the junction of band 4, and reinforcement 6 is sewn to outside band 4, and to band 4 reinforcing is played
Effect；
As shown in Figures 2 and 3, the middle part of bag 3 is provided with 5 stators 7, and two ends and the bag 3 of stator 7 are sutured；Bag
Body 3 is provided with one and adjusts band 8, adjusts and is fixed with 8 one end and the suture of bag 3, middle part of the other end through 5 stators 7
After be wound latch segment 9, i.e. latch segment 9 by adjust be formed by knots tied with 8 end；Adjust the effect in 5 stators 7 with 8
It is lower to form multiple fixing bundles with 4 position.Band 8 will be adjusted to tense, and when latch segment 9 is fixed into such as Fig. 3 states, adjust band 8
Complete to fix.
As shown in Figure 2 and Figure 4, the outer surface of bag 3 is provided with several non-slipping blocks 10, and non-slipping block 10 is multiple and bag
The cloth of 3 sutures；Puncture on the surface of non-slipping block 10 and form multiple water-guiding holes 11, the aperture of water-guiding hole 11 should be according to soil engineering bag
The size of inner stuffing granule is adjusted.
As shown in Figure 5 and Figure 6, when using, user first lays lower floor's soil engineering bag, when the soil engineering bag on upper strata is laid, will
The band 4 of soil engineering bag both sides is fixed with lower floor's soil engineering bag middle part, and fixed form is：Suitably pull loose between two stators 7
Adjust band 8 and form domes, band 4 can be fixed on and adjust the different positions with 8 through band 8, multiple bands 4 are adjusted
Put；All bands 4 tense again regulation band 8 after both passing through, will adjust the latch segment 9 that Fig. 3 shapes are formed with 8 end tangled up and knotted,
Adjusting in band 8 so as to multiple bands 4 be fixedly secured；The latch segment 9 being wound be also convenient for user to combination after it is many
Individual bag 3 is split.
Adjacent soil engineering bag can also be fixed using the method in same layer, so that multiple soil engineering bags all have connecting
Relation is connect, an overall structure is formed.
Embodiment 2：It is with the difference of embodiment 1, as shown in fig. 7, anti-drop block 5 is to be wound by the end of band 4
The knot of formation, band 4 is inserted after adjusting with the space in 8, is formed by knots tied anti-drop block 5, can as needed adjust band 4
Length or anti-drop block 5 size.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
Field technique personnel can make as needed the modification without creative contribution after this specification is read to the present embodiment, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (8)
1. a kind of flood control soil engineering bag, including bag (3), is characterized in that：Bag (3) is formed by the sewing of two-layer geotextiles, the soil
Work cloth includes base fabric (1), nonwoven layer (2)；The both sides of the bag (3) are equipped with extension, and extension includes and bag
The band (4) of body (3) connection and the anti-drop block (5) of band (4) connection；The outer surface of bag (3) is provided with for securing elongated
The sticking department in portion.
2. flood control soil engineering bag according to claim 1, is characterized in that：The sticking department includes that one end is fixed with bag (3)
Regulation band (8), bag (3) is provided with some stators (7) for secured adjusted band (8), the two ends of stator (7) and bag
Body (3) connects, and adjusts band (8) and is wound adjustable latch segment (9) through the other end of stator (7).
3. flood control soil engineering bag according to claim 2, is characterized in that：The number of the extension is 8；Stator (7)
Number be 5.
4. flood control soil engineering bag according to claim 1, is characterized in that：The bag (3) is provided with the junction of extension
Reinforcement (6).
5. flood control soil engineering bag according to claim 1, is characterized in that：The outer surface of the bag (3) is provided with some anti-
Slide block (10).
6. flood control soil engineering bag according to claim 5, is characterized in that：The non-slipping block (10) is provided with some water-guiding holes
(11)。
7. flood control soil engineering bag according to claim 1, is characterized in that：The anti-drop block (5) is working of plastics.
8. flood control soil engineering bag according to claim 1, is characterized in that：The anti-drop block (5) winds shape by band (4) end
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621068522.6U CN206090461U (en) | 2016-09-21 | 2016-09-21 | Flood prevention geotechnique bag |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621068522.6U CN206090461U (en) | 2016-09-21 | 2016-09-21 | Flood prevention geotechnique bag |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090461U true CN206090461U (en) | 2017-04-12 |
Family
ID=58480432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621068522.6U Expired - Fee Related CN206090461U (en) | 2016-09-21 | 2016-09-21 | Flood prevention geotechnique bag |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090461U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047315A (en) * | 2021-03-31 | 2021-06-29 | 上海交通大学 | Anti-skid waterproof woven geotextile bag suitable for expansive soil slope and construction method |
-
2016
- 2016-09-21 CN CN201621068522.6U patent/CN206090461U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047315A (en) * | 2021-03-31 | 2021-06-29 | 上海交通大学 | Anti-skid waterproof woven geotextile bag suitable for expansive soil slope and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20190921 |