CN204098954U - Dehydration barricade - Google Patents
Dehydration barricade Download PDFInfo
- Publication number
- CN204098954U CN204098954U CN201420446377.5U CN201420446377U CN204098954U CN 204098954 U CN204098954 U CN 204098954U CN 201420446377 U CN201420446377 U CN 201420446377U CN 204098954 U CN204098954 U CN 204098954U
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- CN
- China
- Prior art keywords
- wall
- barricade
- steel mesh
- dehydration
- mesh reinforcement
- 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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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to a dehydration barricade, specific theory relate to a dehydration barricade that is used for mine underground tailings cemented filling. The wall body of the utility model consists of a reinforcing mesh, an iron wire mesh, geotextile and a retaining wall upright post, and the lower part of the wall body is provided with a dewatering pipe, thereby having good strength and flexibility, and simultaneously having good pulp baffling effect and water filtering effect; the wall body is installed and fixed through the anchor rod on the wall of the roadway, and the wall body has the advantages of being fast and convenient to install and disassemble, firm in the installed wall body and the like; the retaining wall upright post can be matched with an upright post wall socket arranged on the wall of the roadway, so that the stress performance of the wall body is further enhanced; the utility model discloses still have erect fast, simple structure, characteristics such as construction are simple and convenient, low cost.
Description
Technical field
The utility model belongs to barnyard filling technique field, mine down-hole goaf, relates to a kind of dehydration barricade, relates to a kind of dehydration barricade for tailing cemented filling under mine specifically.
Background technology
Use the mine of filling method mining usually will process goaf, cement tailing cemented filling is the most frequently used placement method, cement, tailings according to a certain percentage by Hydraulic transportation to goaf, in order to close the goaf, carry out filling, to erection waterwall in tunnel around goaf before filling.
The wooden barricade of the common employing of existing waterwall or concrete guard wall, wooden barricade intensity is little easily collapses, and causes mortar to run off; Concrete guard wall difficulty of construction is large, erection efficiency is low, cost is high and freight volume is large; What these factors greatly have impact on above kind barricade builds structure speed and quality, makes it apply and is restricted.
Utility model content
The purpose of this utility model provides one to build structure convenient disassembly for problems of the prior art, and stress performance is high, the dehydration barricade that shelves are starched and first water permeability is good.
A kind of dehydration barricade, comprise body of wall, described body of wall comprises steel mesh reinforcement, barricade column, described barricade column is evenly distributed to be installed on the wire side of steel mesh reinforcement, wire gauze, geotextiles is laid with successively between steel mesh reinforcement and barricade column, the opposite side wire side of steel mesh reinforcement is evenly provided with wire rope, and the part of wire rope near steel mesh reinforcement edge is provided with anchor pole, and described body of wall bottom is provided with dehydrating tube;
Described wire rope is that snakelike dish is distributed on the wire side of steel mesh reinforcement;
Described wire rope is connected with steel mesh reinforcement by wire line shoe;
Described anchor pole is metal peg block rock bolt.
The utility model has following beneficial effect:
Body of wall of the present utility model is made up of steel mesh reinforcement, wire gauze, geotextiles and barricade column, and body of wall bottom is provided with dehydrating tube, has good intensity and pliability, has also possessed good shelves slurry effect and drainage effect simultaneously; The installation of body of wall is fixed and is realized by the anchor pole in wall, has installing/dismounting efficient and convenient, installs the advantages such as back wall is firm; Barricade column can coordinate with the stud wall nest be arranged in wall, further enhances the stress performance of body of wall; The utility model also has that erection speed is fast, structure is simple, easy construction, the feature such as with low cost.
accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the lateral view of Fig. 1;
Fig. 3 is the top view of Fig. 1.
Detailed description of the invention
A kind of dehydration barricade as shown in Figure 1 to Figure 3, comprise body of wall 1, described body of wall (1) comprises steel mesh reinforcement 2, barricade column 3, on the evenly distributed wire side being installed in steel mesh reinforcement 2 of described barricade column 3, wire gauze 4, geotextiles 5 is laid with successively between steel mesh reinforcement 2 and barricade column 3, the opposite side wire side of steel mesh reinforcement 2 is evenly provided with wire rope 6, and the part of wire rope 6 near steel mesh reinforcement 2 edge is provided with anchor pole 7, and described body of wall 1 bottom is provided with dehydrating tube 8; Described wire rope 6 is distributed on the wire side of steel mesh reinforcement 2 in snakelike dish; Described wire rope 6 is connected with steel mesh reinforcement 2 by wire line shoe 9; Described anchor pole 7 is metal peg block rock bolt.
Work progress of the present utility model is as follows:
1, the laying of body of wall: wire gauze 4 is laid on steel mesh reinforcement 2, again geotextiles 5 is laid on wire gauze 4, subsequently they are fixed on some barricade columns 3 arranged in parallel with iron nail, wire rope 6 is evenly coiled cloth on the wire side of steel mesh reinforcement 2, fag end part is fixed with it by wire line shoe 9, the part of wire rope 6 near steel mesh reinforcement 2 edge is connected with and is equipped with anchor pole 7, completes laying of body of wall 1, and the through hole installing dehydrating tube 8 is left in body of wall 1 bottom;
2, the installation of body of wall: stud wall nest and bolthole are set in wall, barricade column 3 is installed in stud wall nest, anchor pole 7 to be inserted in corresponding bolthole and to reinforce by cement mortar, finally dehydrating tube 8 being installed in the through hole of body of wall 1 bottom; Tunnel to be separated in stope and the outer two parts of stope by body of wall 1, body of wall 1 be provided with barricade column 3 facing in stope, body of wall 1 be provided with wire rope 6 facing to outside stope.
Claims (4)
1. a dehydration barricade, comprise body of wall (1), it is characterized in that: described body of wall (1) comprises steel mesh reinforcement (2), barricade column (3), on the evenly distributed wire side being installed in steel mesh reinforcement (2) of described barricade column (3), wire gauze (4), geotextiles (5) is laid with successively between steel mesh reinforcement (2) and barricade column (3), the opposite side wire side of steel mesh reinforcement (2) is evenly provided with wire rope (6), the part of wire rope (6) near steel mesh reinforcement (2) edge is provided with anchor pole (7), and described body of wall (1) bottom is provided with dehydrating tube (8).
2. a kind of dehydration barricade as claimed in claim 1, is characterized in that: described wire rope (6) is distributed on the wire side of steel mesh reinforcement (2) in snakelike dish.
3. a kind of dehydration barricade as claimed in claim 1, is characterized in that: described wire rope (6) is connected with steel mesh reinforcement (2) by wire line shoe (9).
4. a kind of dehydration barricade as claimed in claim 1, is characterized in that: described anchor pole (7) is metal peg block rock bolt.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420446377.5U CN204098954U (en) | 2014-08-08 | 2014-08-08 | Dehydration barricade |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420446377.5U CN204098954U (en) | 2014-08-08 | 2014-08-08 | Dehydration barricade |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204098954U true CN204098954U (en) | 2015-01-14 |
Family
ID=52267390
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420446377.5U Expired - Fee Related CN204098954U (en) | 2014-08-08 | 2014-08-08 | Dehydration barricade |
Country Status (1)
Country | Link |
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CN (1) | CN204098954U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106194251A (en) * | 2016-08-31 | 2016-12-07 | 安徽开发矿业有限公司 | A kind of steel construction filling counterfort of reusable edible |
RU2625132C1 (en) * | 2016-05-18 | 2017-07-11 | Акционерное общество "ВНИИ Галургии" (АО " ВНИИ Галургии") | Filtering dam |
CN108590751A (en) * | 2018-06-26 | 2018-09-28 | 中南大学 | A kind of mine down-hole tailings water in-situ treatment method and permeable reaction filling counterfort |
CN110821561A (en) * | 2019-12-12 | 2020-02-21 | 兖矿集团有限公司 | Pressure pouring composite airtight wall for underground coal mine and construction method thereof |
-
2014
- 2014-08-08 CN CN201420446377.5U patent/CN204098954U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2625132C1 (en) * | 2016-05-18 | 2017-07-11 | Акционерное общество "ВНИИ Галургии" (АО " ВНИИ Галургии") | Filtering dam |
CN106194251A (en) * | 2016-08-31 | 2016-12-07 | 安徽开发矿业有限公司 | A kind of steel construction filling counterfort of reusable edible |
CN108590751A (en) * | 2018-06-26 | 2018-09-28 | 中南大学 | A kind of mine down-hole tailings water in-situ treatment method and permeable reaction filling counterfort |
CN108590751B (en) * | 2018-06-26 | 2023-11-17 | 中南大学 | Mine underground tailing water in-situ treatment method and permeable reaction filling retaining wall |
CN110821561A (en) * | 2019-12-12 | 2020-02-21 | 兖矿集团有限公司 | Pressure pouring composite airtight wall for underground coal mine and construction method thereof |
CN110821561B (en) * | 2019-12-12 | 2024-05-28 | 山东能源集团有限公司 | Pressurized pouring composite sealing wall for underground coal mine and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20210808 |
|
CF01 | Termination of patent right due to non-payment of annual fee |