CN201095741Y - Conjoined tubular filling bag - Google Patents
Conjoined tubular filling bag Download PDFInfo
- Publication number
- CN201095741Y CN201095741Y CNU2007200742242U CN200720074224U CN201095741Y CN 201095741 Y CN201095741 Y CN 201095741Y CN U2007200742242 U CNU2007200742242 U CN U2007200742242U CN 200720074224 U CN200720074224 U CN 200720074224U CN 201095741 Y CN201095741 Y CN 201095741Y
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- bag
- filling
- tubular
- utility
- model
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Abstract
The utility model discloses a joint tubular charging bag, which relates to a soft soil charging bag used for embankment and aims to solve the problem of slow draining speed while using the soft soil charging bag. In the technical proposal of the utility model, geotextile and composite geotextile are used to sew the bag. The utility model is characterized in that the charging bag is made to be tubular and filling cuffs are arranged on both sides of the tubular bag. The filling cuffs of adjacent bags are connected to form the joint bag while filling. The utility model is used as a soft soil bag in embankment.
Description
Technical field:
The utility model relates to the fill soft soil filling bag.
Background technology
Traditional filling bag is because the particle of the silt of filling, mucky soil (abbreviation weak soil) is thin, water content height in the soil, it is big to add upper bag body, the bag draining is mainly from side discharge all around, drainage speed is slow after the filling, thus the bag in filling soil be difficult for fixed, especially after the filling of first floor bag, second layer bag needs the long period to get on by bond, has influenced the enforcement of construction speed and filling weak soil bag fill technology.Adopt in recent years cement be the solidified earth filling bag embankment of main curing compound composition again because of the cost height, construction technology is complicated and be difficult to promote the use of.
The utility model content
The utility model need provide a kind of filling silt, mucky soil filling bag, solves the slow problem of drainage speed of soft soil filling bag, satisfies the construction speed requirement.
The technical solution of the utility model adopts geotextile and composite geotextile to make, and it is characterized in that filling bag makes tubulose, in the tubular bag both sides filling cuff is set, and adjacent bag charges cuff and links to each other and form conjuncted bag when charging.
The utility model combined type tubulose filling bag links to each other owing to adjacent bag charges cuff, washiness in the filling bag that charges a passage that charges the cuff draining from adjacent filling bag, drainage effect is obviously accelerated, and helps the mud deposition, guarantees filling concentration; The slit that forms between the adjacent bag is convenient to the upper and lower layer bag fissure of displacement and is arranged, and the upper strata bag embeds the slit between lower floor's bag, pincers are solid mutually, are difficult for sliding, and first floor can charge the second layer after charging end, satisfied the construction speed requirement, soil is also fixed easily in the bag.
Description of drawings
What accompanying drawing was represented is conjuncted structural representation of the present utility model.
The specific embodiment
Tubular bag body diameter 〉=the 1m of combined type tubulose filling bag is provided with filling cuff 1 in the tubular bag both sides, intermediate tubular bag 2 employing 〉=150g/m
2Polypropylene woven cloth is made, both sides tubular bag 3 employing 〉=150g/m
2Woven cloth+150g/m
2Nonwoven is made; The utility model is suitable for that the filling beach fetches earth on the spot, silt or mucky soil, adopt mud to charge pump and join the filling of high pressure charging pump, during filling the cuff between the adjacent bag 1 is connected, promptly charging from beginning to end mouth 4 between bag and the bag joins with outlet opening 5, prolong the filling array pitch and help the mud deposition, guarantee filling concentration.During the filling of levels tubular bag, adopt the fissure of displacement to arrange filling, guarantee that upper strata tubular bag part bag embeds in the lower floor tubular bag slit, it is stable to help the antiskid of levels bag interlayer.
Claims (3)
1. combined type tubulose filling bag adopts geotextile and composite geotextile to make, and it is characterized in that filling bag makes tubulose, in the tubular bag both sides filling cuff is set, and adjacent bag charges cuff and links to each other and form conjuncted bag when charging.
2. combined type tubulose filling bag according to claim 1 is characterized in that the tubular bag body diameter 〉=1m of filling bag.
3. combined type tubulose filling bag according to claim 1 and 2 is characterized in that intermediate tubular bag employing 〉=150g/m
2Polypropylene woven cloth is made, both sides tubular bag employing 〉=150g/m
2Woven cloth+150g/m
2Nonwoven is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200742242U CN201095741Y (en) | 2007-08-29 | 2007-08-29 | Conjoined tubular filling bag |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200742242U CN201095741Y (en) | 2007-08-29 | 2007-08-29 | Conjoined tubular filling bag |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201095741Y true CN201095741Y (en) | 2008-08-06 |
Family
ID=39922792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200742242U Expired - Lifetime CN201095741Y (en) | 2007-08-29 | 2007-08-29 | Conjoined tubular filling bag |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201095741Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444105A (en) * | 2011-10-28 | 2012-05-09 | 尹鲁兵 | Simple and convenient flood protection wall |
| CN102714940A (en) * | 2012-06-15 | 2012-10-10 | 北京北林绿源生态技术研究院有限责任公司 | Flexible water-infiltrating desalting belt for treating saline and alkaline lands and application thereof |
| CN103205951A (en) * | 2012-01-12 | 2013-07-17 | 中交上海航道勘察设计研究院有限公司 | Sludge-type soil combined secondary dike-back pressure diking method |
| CN103205952A (en) * | 2012-01-12 | 2013-07-17 | 中交上海航道勘察设计研究院有限公司 | Method for filling dam by combining sludge-filled bags and vacuum preloading |
-
2007
- 2007-08-29 CN CNU2007200742242U patent/CN201095741Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444105A (en) * | 2011-10-28 | 2012-05-09 | 尹鲁兵 | Simple and convenient flood protection wall |
| CN102444105B (en) * | 2011-10-28 | 2014-06-25 | 尹鲁兵 | Simple and convenient flood protection wall |
| CN103205951A (en) * | 2012-01-12 | 2013-07-17 | 中交上海航道勘察设计研究院有限公司 | Sludge-type soil combined secondary dike-back pressure diking method |
| CN103205952A (en) * | 2012-01-12 | 2013-07-17 | 中交上海航道勘察设计研究院有限公司 | Method for filling dam by combining sludge-filled bags and vacuum preloading |
| CN102714940A (en) * | 2012-06-15 | 2012-10-10 | 北京北林绿源生态技术研究院有限责任公司 | Flexible water-infiltrating desalting belt for treating saline and alkaline lands and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080806 |
|
| CX01 | Expiry of patent term |