CN202466513U - Isolation structure mainly made of soft clay and capable of solidifying rapidly - Google Patents
Isolation structure mainly made of soft clay and capable of solidifying rapidly Download PDFInfo
- Publication number
- CN202466513U CN202466513U CN2011205541759U CN201120554175U CN202466513U CN 202466513 U CN202466513 U CN 202466513U CN 2011205541759 U CN2011205541759 U CN 2011205541759U CN 201120554175 U CN201120554175 U CN 201120554175U CN 202466513 U CN202466513 U CN 202466513U
- Authority
- CN
- China
- Prior art keywords
- soft clay
- bury
- isolation structure
- entity
- 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 - Lifetime
Links
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
An isolation structure mainly made of soft clay and capable of solidifying rapidly is composed of a bag made of permeable materials and a permeable nettle placed outside the bag. The bag is provided with soft clay or an entrance for filling the soft clay. The isolation structure mainly made of the soft clay and capable of solidifying rapidly is capable of solidifying the lower layer soft layer rapidly under the gravity of the upper layer soft clay and forms an entity of dam structure and the like. The entity and the soft clay placed inside the bag can be penetrated by pipelines which are formed when drainage channels are constructed, and therefore the entity and the soft clay below the entity can be solidified. The entity is made of non-seeping materials and the arrangement of inverted filter or capped ring curtain because of permeability is not needed.
Description
Technical field:
The utility model relates to the isolation structure of a kind of harbour, hydraulic engineering employing, particularly a kind of is isolation structure main and can be rapidly solidified with the bury.
Background technology:
At present in harbour, hydraulic engineering, in coastal large tracts of land epeirogenetic engineering, often utilize at a distance from low bank between fields; Enclose low bank between fields, embankment, shore protection, rib body etc. in addition large tracts of land epeirogenetic is separated into less area, promptly be separated between waters, the place ahead and rear mudstone soil.Spacer material commonly used has: the stirring thing of sandstone material class, film bag sand class or pour water in the film bag mud and silt soil etc.These materials make structural costs such as enclosing low bank between fields, embankment high and need to receive with cement (need carry out bury and cement by a certain percentage and stir), sandstone material restriction, the speed of application of region slow, if also need between film bag and land-based area side, be provided with inverted filter, when the depth of water can only be used sandstone class material than deeply the time with sandstone material class.Enclose low bank between fields, embankment with what above types of material was made, when handling its other bury (hydraulic-filled soft clay), can have any problem:, meet piece stone and can can't pass through if need set the plastic draining board passage above that the time; When adopting vacuum preloading, can need do to hold one's breath on sides such as enclosing low bank between fields because can't form vacuum and enclose curtain, can increase investment or prolong the duration etc.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of current material technology; Providing a kind of is isolation structure main and can be rapidly solidified with the bury; This structure can be under the gravity of upper strata bury rapidly solidified lower floor bury; The isostructural entity of low bank between fields is enclosed in formation, and it can pass by the pipeline when setting drainage channel with the bury that is contained in the pocket, thus can reinforce itself and below bury; It is non-seepy material, need not to consider inverted filter is set or holds one's breath and enclose curtain because of (water) property of breathing freely.
As above design, the technical scheme of the utility model is: a kind of isolation structure that is main with the bury and can be rapidly solidified is characterized in that: processed pocket and formed at the outside permeable nettle of pocket by seepage material; Bury or hydraulic-filled soft clay inlet is arranged on the pocket.
Above-mentioned pocket is a rectangle.
Above-mentioned pocket is circular.
The volume of above-mentioned pocket is at 0.1～300m
3Between.
The utlity model has following advantage and good effect:
1, the pocket that bury that can water content is higher (water content is at 40～90% ooze or stream mud) is packed into and processed by seepage material; This pocket can bear certain rising (drawing) power; Good permeability, water permeability can also be arranged; Its outer nettle that is with bears owing to bury or the powerful soil pressure of hydraulic-filled soft clay generation and the crunch of upper membrane bag bury or hydraulic-filled soft clay; Its ability and pocket material make the excessive moisture in bury or the hydraulic-filled soft clay get rid of jointly, thereby make bury (hydraulic-filled soft clay) reach fixed, form and enclose the isostructural entity of low bank between fields.
2, the utility model is non-seepy material, need not to consider to hold one's breath because of ventilative (water) property setting to enclose curtain and enclose the inverted filter of low bank between fields structure inboard.
3, the big I of the pocket in the utility model is made as required, and according to its volume size of the bury of adorning (hydraulic-filled soft clay) change.Because it can become various required clays through consolidation draining with bury, when it volume hour, can be used as and throw underfill material and be thrown into than the territory, deep-sea as pad (base) layer material; When it being made big volume, can be used as nettle film bag clay material; Also can under given conditions it be regarded whole prepressing materials.
Description of drawings:
Fig. 1 is that the utility model is rectangular structural representation;
Fig. 2 is that the utility model is circular structural representation;
Fig. 3 is the enlarged drawing of permeable nettle;
Fig. 4 be the utility model when construction enclose the low bank between fields profile.
The specific embodiment:
As shown in Figure 1: the utility model comprises the rectangle pocket 1 of an all size of being made by seepage material, and the big I of pocket 1 is by 0.1～300m
3Not etc.; One opening 2 is arranged on the pocket, and the mud soil (hydraulic-filled soft clay) of can packing into, pocket are with a permeable nettle 3 (as shown in Figure 3) outward; It can bear the powerful soil pressure that mud soil (hydraulic-filled soft clay) produces; The water that can also the bury in the pocket (hydraulic-filled soft clay) be oozed out is got rid of, and makes mud soil (hydraulic-filled soft clay) reach fixed, become water content less meet the requirements of earth.
As shown in Figure 2: the pocket of the utility model is circular.
As shown in Figure 4: the big I of the pocket in the utility model is made as required, and changes according to the volume size of its bury of adorning 4 (hydraulic-filled soft clay 5).Because it can become various required clays through consolidation draining with bury, when it volume hour, can be used as and throw underfill material and be thrown into than the territory, deep-sea as pad (base) layer material; When it being made big volume, can be used as nettle film bag clay material, as at a distance from low bank between fields, enclose low bank between fields, the superstructure of shore protection, rib body etc.; Also can under given conditions it be regarded whole prepressing materials.
Claims (4)
1. one kind is isolation structure main and can be rapidly solidified with the bury, it is characterized in that: processed pocket and formed at the outside permeable nettle of pocket by seepage material; Bury or hydraulic-filled soft clay inlet is arranged on the pocket.
2. a kind of isolation structure that is main with the bury and can be rapidly solidified according to claim 1, it is characterized in that: the volume of above-mentioned pocket is at 0.1～300m
3Between.
3. a kind of isolation structure that is main with the bury and can be rapidly solidified according to claim 1 and 2, it is characterized in that: above-mentioned pocket is a rectangle.
4. a kind of isolation structure that is main with the bury and can be rapidly solidified according to claim 1 and 2 is characterized in that: above-mentioned pocket is for circular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205541759U CN202466513U (en) | 2011-12-27 | 2011-12-27 | Isolation structure mainly made of soft clay and capable of solidifying rapidly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205541759U CN202466513U (en) | 2011-12-27 | 2011-12-27 | Isolation structure mainly made of soft clay and capable of solidifying rapidly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202466513U true CN202466513U (en) | 2012-10-03 |
Family
ID=46914681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205541759U Expired - Lifetime CN202466513U (en) | 2011-12-27 | 2011-12-27 | Isolation structure mainly made of soft clay and capable of solidifying rapidly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202466513U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102433856A (en) * | 2011-12-27 | 2012-05-02 | 天津市海岸带工程有限公司 | Isolation structure taking soft clay as main part and being quickly solidified |
| CN109736268A (en) * | 2018-12-26 | 2019-05-10 | 河海大学 | A kind of underwater throwing method of dredged mud using pouch control pollution |
-
2011
- 2011-12-27 CN CN2011205541759U patent/CN202466513U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102433856A (en) * | 2011-12-27 | 2012-05-02 | 天津市海岸带工程有限公司 | Isolation structure taking soft clay as main part and being quickly solidified |
| CN109736268A (en) * | 2018-12-26 | 2019-05-10 | 河海大学 | A kind of underwater throwing method of dredged mud using pouch control pollution |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205914499U (en) | Soil heavy metal mine waste residue separation structure | |
| CN202476052U (en) | Environment-friendly salt removing system for saline-alkali soil | |
| CN103321256B (en) | Anti-pollution three-dimensional composite anti-penetrating barrier system | |
| CN104145552A (en) | Horizontal and vertical combined underdrainage device for improving interlayer soil of coastal mud flat reclamation area farmland and drainage method thereof | |
| CN202466513U (en) | Isolation structure mainly made of soft clay and capable of solidifying rapidly | |
| CN204570617U (en) | Groin system filled by absorption type gabion box haydite | |
| CN106368176A (en) | High dam structure built on deep overburden of soil material shortage area | |
| CN103205951A (en) | Sludge-type soil combined secondary dike-back pressure diking method | |
| CN202627002U (en) | Tailing dam for river cutting type tailing pond water bursting section | |
| CN104278686A (en) | Spatial drainage and anti-seepage system for high-water-content dredged sediment yard cofferdam | |
| CN201733585U (en) | Device for improving littoral saline soil | |
| JP2015094199A (en) | Slope face reinforcement structure and slope face reinforcement method | |
| CN103669421A (en) | Landfill surface sealing system | |
| CN102433856A (en) | Isolation structure taking soft clay as main part and being quickly solidified | |
| CN207017219U (en) | A kind of new embankment | |
| CN105155469B (en) | A kind of modularization ecology backwater shore protection device | |
| CN108575175A (en) | A kind of appropriate shallow shaft method of prevention salinization of soil | |
| CN201367546Y (en) | Ecological gutter | |
| CN108738843A (en) | A kind of system for clayed soil improvement | |
| CN210684769U (en) | Ecological restoration system for preventing seepage and blocking of slag yard or tailing yard | |
| CN207144015U (en) | A kind of anti-leakage structure of Novel underground diaphragm wall | |
| CN203096696U (en) | High and low composite backwater weir | |
| CN208009374U (en) | A kind of core wall rockfill dam | |
| CN203113358U (en) | Clay sandstone cofferdam structure | |
| CN206667432U (en) | A kind of rainfall speed oozes device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121003 |