CN201095740Y - Large-scale filling bag capable of multiple filling - Google Patents
Large-scale filling bag capable of multiple filling Download PDFInfo
- Publication number
- CN201095740Y CN201095740Y CNU2007200742238U CN200720074223U CN201095740Y CN 201095740 Y CN201095740 Y CN 201095740Y CN U2007200742238 U CNU2007200742238 U CN U2007200742238U CN 200720074223 U CN200720074223 U CN 200720074223U CN 201095740 Y CN201095740 Y CN 201095740Y
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- Prior art keywords
- bag
- sack
- filling
- utility
- soft soil
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Abstract
The utility model provides a large-sized filling sack which can be filled for a plurality of times, and relates to a dyke-building soft soil filling sack and aims to provide the soft soil filling sack used for building the dyke. The utility model adopts the technical proposal that: geotechnic fabric provided with the high-strength polypropylene continuous yarn machine weaving with the sack cloth size equal to or more than 230g / m <2> and polypropylene staple fibre non-woven fabrics with the sack cloth size equal to or more than 150g / m <2> is adopted to sew the sack; a plurality of filling openings are arranged at two ends of the sack body. The soft soil filling sack is characterized in that the filling sack is made into a long-shaped sack with a trapezoidal end surface; a plurality of horizontal discharge boards with two ends extending outside the sack body, a plurality of suspension strips and a plurality of reinforced strips for limiting the deformation of the sack body when being filled are arranged in the sack body. The utility model is used as the soft soil filling sack used for building the dyke.
Description
Technical field:
The utility model relates to the soft soil filling bag that fill is used.
Background technology
The key technology of silt, mucky soil (abbreviation weak soil) filling bag embankment is draining, pressurization, satisfies the construction speed requirement.Traditional silt, mucky soil filling bag are because the particle of 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, thereby filling soil is difficult for fixed in the bag, after the special first floor bag filling, second layer bag needs the long period to get on by bond, influenced the enforcement of construction speed and filling weak soil bag fill technology, and adopt in recent years cement be the solidified earth filling bag embankment of main curing compound composition because of the cost height, construction technology is complicated and be difficult to promote the use of.
The utility model content
It is fast that the utility model technical issues that need to address provide a kind of draining, can repeatedly charge, and increases the soft soil filling bag of concentration of hydraulic mixture in the bag.
The technical solution of the utility model comprises employing bagging specification 〉=230g/m
2The woven cloth of high-strength polypropylene filament+〉=150g/m
2The geotextile of polypropylene short fiber nonwoven is made, and the bag two ends are established and charged mouth, it is characterized in that it is trapezoidal microscler bag that filling bag is made end face, is provided with suspender belt, the reinforced bands of being out of shape when outer horizontal draining board of bag and the filling of restriction bag are stretched out in many two ends in the bag.
The utility model stretches out the outer horizontal draining board of bag because many two ends are set in the bag, and draining is fast, and the large-scale filling bag that can repeatedly charge reduces the bag bond number of plies owing to enlarge the volume that charges bag, and can repeatedly charge increases concentration of hydraulic mixture in the bag.
Description of drawings
Fig. 1 is an end surface shape schematic diagram of the present utility model.
The distribution schematic diagram that Fig. 2 is suspender belt reinforced bands, horizontal draining board, charge mouthful.
The specific embodiment
The utility model comprises employing bagging specification 〉=230g/m
2The woven cloth of high-strength polypropylene filament+〉=150g/m
2The geotextile of polypropylene short fiber nonwoven is made, filling bag is made the microscler bag (Fig. 2) that end face is trapezoidal (Fig. 1), bag height 〉=2m, bag bottom width 〉=5m, the bag two ends are established and are charged mouthful 1,4 (see figure 2)s, by upper and lower spacing 2m big C type band drain 2 (see figure 2)s of water-flowing amount are set in the bag, band drain longitudinal separation 〉=3m, the band drain two ends are stretched out outside the bag and are made fixing with bag; Band drain is born drain function in bag interior soil body, quickens the discharge of excessive moisture in the soil by horizontal draining board; When being set in the bag, the filling of many suspender belts and reinforced bands 3 (see figure 2)s restriction bag is out of shape; Large-scale filling bag bag both sides are provided with the fixed support protection when charging.The utility model can repeatedly charge according to the situation of filling soil draining compression sedimentation in the bag, increases soil body concentration and severe in the bag.
Claims (3)
1. the large-scale filling bag that can repeatedly charge comprises and adopts bagging specification 〉=230g/m
2The woven cloth of high-strength polypropylene filament+〉=150g/m
2The geotextile of polypropylene short fiber nonwoven is made, and the bag two ends are established and charged mouth, it is characterized in that it is trapezoidal microscler bag that filling bag is made end face, is provided with suspender belt, the reinforced bands of being out of shape when outer horizontal draining board of bag and the filling of restriction bag are stretched out in many two ends in the bag.
2. the large-scale filling bag that can repeatedly charge according to claim 1 is characterized in that by upper and lower spacing 2m band drain being set, band drain longitudinal separation 〉=3m in the bag.
3. the large-scale filling bag that can repeatedly charge according to claim 1 and 2 is characterized in that filling bag bag both sides are provided with the fixed support protection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200742238U CN201095740Y (en) | 2007-08-29 | 2007-08-29 | Large-scale filling bag capable of multiple filling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200742238U CN201095740Y (en) | 2007-08-29 | 2007-08-29 | Large-scale filling bag capable of multiple filling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201095740Y true CN201095740Y (en) | 2008-08-06 |
Family
ID=39922791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200742238U Expired - Lifetime CN201095740Y (en) | 2007-08-29 | 2007-08-29 | Large-scale filling bag capable of multiple filling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201095740Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821559A (en) * | 2014-02-13 | 2014-05-28 | 山西晋煤集团技术研究院有限责任公司 | Mould bag type rapidly-formed hermetic retaining wall |
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN108277778A (en) * | 2018-01-22 | 2018-07-13 | 中交四航局港湾工程设计院有限公司 | A kind of filling mud bag supports compound fill structure and filling mud bag fill construction method |
-
2007
- 2007-08-29 CN CNU2007200742238U patent/CN201095740Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821559A (en) * | 2014-02-13 | 2014-05-28 | 山西晋煤集团技术研究院有限责任公司 | Mould bag type rapidly-formed hermetic retaining wall |
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN105507205B (en) * | 2015-12-24 | 2017-06-20 | 天津大学 | It is a kind of that the provisional flood control barrier that bag and gate steelframe are built is charged using geotechnique |
| CN108277778A (en) * | 2018-01-22 | 2018-07-13 | 中交四航局港湾工程设计院有限公司 | A kind of filling mud bag supports compound fill structure and filling mud bag fill construction method |
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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 |