CN202090931U - Grouting train - Google Patents
Grouting train Download PDFInfo
- Publication number
- CN202090931U CN202090931U CN2011201979641U CN201120197964U CN202090931U CN 202090931 U CN202090931 U CN 202090931U CN 2011201979641 U CN2011201979641 U CN 2011201979641U CN 201120197964 U CN201120197964 U CN 201120197964U CN 202090931 U CN202090931 U CN 202090931U
- Authority
- CN
- China
- Prior art keywords
- water glass
- working platform
- grouting
- storing tank
- slip casting
- 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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- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a grouting train, comprising a work platform, wherein a track wheel is disposed under the work platform, a grouting machine, a grout storing barrel, a stirrer and a water glass storage tank are sequentially fixed on the work platform from the front to the back, the grouting machine is communicated with the grout storing barrel by a first grout absorbing pipe, the grouting machine is communicated with the water glass storage tank by a second grout absorbing pipe, and a water glass adding opening and a grout storing region are disposed at the upper surface of the water glass storage tank. The setup time and the removal time for grouting into a tunnel can be reduced, and the degree of mechanization for grouting into the tunnel can be improved. The grouting train has the advantages of being low in cost, simple in structure, good in reliability, easy to popularize and the like.
Description
Technical field
The utility model relates to a kind of constructing tunnel equipment, especially relates to a kind of slip casting train.
Background technology
China is very many in the construction of tunnel of building at present, when the tunnel runs into poor strata, often adopts boring slip casting improvement strengthening stratum.As should ten thousand railways being one of railways that geological conditions is the most complicated, difficulty of construction is maximum of having built up of China, wherein red deer mountain valley with clumps of trees and bamboo tunnel be the tunnel of suitable ten thousand railway water yield maximums.Red deer mountain valley with clumps of trees and bamboo Tunnel Design has more than 1000 meter paragraph to adopt the curtain-grouting construction, traditional grouting method be with plant equipment such as slurry filling machine, mixer, cement and transport of materials to the tunnel, the building platform carries out the slip casting operation, outside these machineries, transport of materials being appeared after slip casting finishes again.This job practices preparation of construction time is long, and slip casting finishes, and to withdraw from the time of delaying in the tunnel many for back facility material, and various facility materials are placed on the narrow scope of operation in tunnel, and construction environment is poor, causes the slip casting inefficiency, and cost strengthens.
The utility model content
It is a kind of simple in structure that technical problem to be solved in the utility model is to provide, and can realize the slip casting train of mortar depositing construction in the tunnel fast.
The technical solution of the utility model is as follows: a kind of slip casting train, its main points are: comprise working platform, the rail wheel is installed below this working platform, on described working platform, be fixed with slurry filling machine, slurry storing tank, mixer and water glass storage bin from front to back successively, wherein said slurry filling machine is connected with described slurry storing tank by first pulp-absorbing pipe, described slurry filling machine is connected with described water glass storage bin by second pulp-absorbing pipe, is provided with water glass at described water glass storage bin upper surface and adds mouth and cement storage area.Adopt above structure, with draw-gear the utility model is moved in the tunnel, owing to equipment such as the cement that slip casting is needed, water glass, mixer, slurry filling machine are integrated on the working platform, thereby can realize mortar depositing construction in the tunnel fast, make injecting paste material and equipment arrive tunnel tunnel face fast, slip casting can be withdrawn after finishing fast, improve efficiency of construction, collection is mixed slurry, slip casting and transport of materials, the equipment of being convenient to promote the use of, thus solve the technical problem of traditional grouting process inefficiency; Simultaneously, various grouting equipments and raw material can move in the hole at any time or evacuate in the hole outside the hole, move very convenient.Slurry storing tank is connected with second pulp-absorbing pipe by first pulp-absorbing pipe respectively with slurry filling machine with the water glass storage bin, and cement paste and water glass enter in the slurry filling machine, by slurry filling machine slip casting in the stratum.
On described working platform bogie is installed, described rail wheel is installed on the described bogie, adopts above structure, because the existence of bogie can be satisfied the needs of the utility model by curve circuit.
Described working platform middle part is a lower concave part to lower recess, and described slurry storing tank and mixer are fixed on this lower concave part, adopt above structure, and the position of mixer is lower, thereby can make things convenient for hand stock; Simultaneously, because slurry storing tank is positioned at by the described mixer, the material that is easy in the mixer pours into slurry storing tank.
On described slurry storing tank, be fixed with support, on this support, be fixed with motor, output at this motor is fixed with paddle, and this paddle is arranged in described slurry storing tank, adopts above structure, mode by artificial material loading, pour cement into mixer, after cement paste stirs, directly enter slurry storing tank and deposit temporarily, paddle is installed in the slurry storing tank equally, prevents the slurries precipitation.
In order to improve slip casting efficient, described slurry filling machine is two, one in front and one in back is fixed on the described working platform, and described slurry storing tank and mixer are two, and two these slurry storing tanks and mixer are arranged side by side about all.
Beneficial effect: because the scope of operation is narrow in the tunnel, the control of each working procedure duration of constructing tunnel requires high, and the utility model can reduce slip casting job execution time in the tunnel in and withdraw the time slip casting mechanization of operation degree in the raising tunnel.The utility model cost is low, simple in structure, good reliability, be easy to characteristics such as popularization.
Description of drawings
Fig. 1 is a structure intention of the present utility model;
Fig. 2 is the vertical view of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
See also Fig. 1 and Fig. 2: a kind of slip casting train, comprise working platform 1, below this working platform 1, two pairs rail wheel 2 is installed, described working platform 1 adopts I20 i iron and thickness 5mm steel plate welding production, 2.5 meters of working platform 1 width, 11 meters of length overalls, described working platform 1 middle part is lower concave part 1a to lower recess, this lower concave part 1a is between two described rail wheels 2, in order to satisfy the facility requirement for height, on described working platform 1, be fixed with slurry filling machine 3 from front to back successively, slurry storing tank 4, mixer 5 and water glass storage bin 6, wherein said slurry filling machine 3 is connected with described slurry storing tank 4 by first pulp-absorbing pipe 7, described slurry filling machine 3 is connected with described water glass storage bin 6 by second pulp-absorbing pipe 8, be provided with water glass at described water glass storage bin 6 upper surfaces and add mouth 9 and cement storage area 10, and described slurry storing tank 4 and mixer 5 are fixed on this lower concave part 1a, the zone length at slurry filling machine 3 places is 3 meters on the working platform 1, the zone at slurry storing tank 4 and the mixer 5 places just length of lower concave part 1a is 3 meters, and the zone length of water glass storage bin 6 grades is 5 meters.
It can also be seen that in Fig. 1: on described working platform 1 bogie 11 is installed, described rail wheel 2 is installed on the described bogie 11; Be fixed with support 12 on described slurry storing tank 4, be fixed with motor 13 on this support 12, be fixed with paddle 14 at the output of this motor 13, this paddle 14 is arranged in described slurry storing tank 4; Described slurry filling machine 3 is two, one in front and one in back is fixed on the described working platform 1, and described slurry storing tank 4 and mixer 5 are two, and two these slurry storing tanks 4 and mixer 5 are arranged side by side about all.
The above only is preferred embodiment of the present utility model; it is not restriction with the utility model; all any modifications of within spirit of the present utility model and principle, being done, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model as doughnut being replaced rail wheel etc.
Claims (5)
1. slip casting train, it is characterized in that: comprise working platform (1), in this working platform (1) below rail wheel (2) is installed, on described working platform (1), be fixed with slurry filling machine (3) from front to back successively, slurry storing tank (4), mixer (5) and water glass storage bin (6), wherein said slurry filling machine (3) is connected with described slurry storing tank (4) by first pulp-absorbing pipe (7), described slurry filling machine (3) is connected with described water glass storage bin (6) by second pulp-absorbing pipe (8), is provided with water glass at described water glass storage bin (6) upper surface and adds mouthful (9) and a cement storage area (10).
2. a kind of slip casting train according to claim 1 is characterized in that: bogie (11) is installed on described working platform (1), and described rail wheel (2) is installed on the described bogie (11).
3. a kind of slip casting train according to claim 1 is characterized in that: described working platform (1) middle part is lower concave part (1a) to lower recess, and described slurry storing tank (4) and mixer (5) are fixed on this lower concave part (1a).
4. according to claim 1 or 3 described a kind of slip casting trains, it is characterized in that: on described slurry storing tank (4), be fixed with support (12), on this support (12), be fixed with motor (13), output at this motor (13) is fixed with paddle (14), and this paddle (14) is arranged in described slurry storing tank (4).
5. a kind of slip casting train according to claim 1, it is characterized in that: described slurry filling machine (3) is two, one in front and one in back be fixed on the described working platform (1), described slurry storing tank (4) and mixer (5) are two, are arranged side by side about two these slurry storing tanks (4) and mixer (5) are equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201979641U CN202090931U (en) | 2011-06-14 | 2011-06-14 | Grouting train |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201979641U CN202090931U (en) | 2011-06-14 | 2011-06-14 | Grouting train |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202090931U true CN202090931U (en) | 2011-12-28 |
Family
ID=45366004
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201979641U Expired - Fee Related CN202090931U (en) | 2011-06-14 | 2011-06-14 | Grouting train |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202090931U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806348A (en) * | 2017-11-28 | 2018-03-16 | 中国水利水电第五工程局有限公司 | A kind of dual stage vehicle type pressure grouting of tunnel machine |
-
2011
- 2011-06-14 CN CN2011201979641U patent/CN202090931U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806348A (en) * | 2017-11-28 | 2018-03-16 | 中国水利水电第五工程局有限公司 | A kind of dual stage vehicle type pressure grouting of tunnel machine |
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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: 20111228 Termination date: 20200614 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |