CN204875797U - Biliquid slip casting machine - Google Patents
Biliquid slip casting machine Download PDFInfo
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- CN204875797U CN204875797U CN201520577645.1U CN201520577645U CN204875797U CN 204875797 U CN204875797 U CN 204875797U CN 201520577645 U CN201520577645 U CN 201520577645U CN 204875797 U CN204875797 U CN 204875797U
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- water glass
- slip casting
- cement
- tank
- way cock
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
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Abstract
The utility model discloses a biliquid slip casting machine, mix the pipe and the cement thick liquid slip casting unit, the water glass thick liquid slip casting unit that mix pipe connection respectively with the Y style of calligraphy including the Y style of calligraphy, be provided with the blender in the mixed pipe of Y style of calligraphy, cement thick liquid slip casting unit include first three -way valve and through the pipe respectively with a three - way valve connection's cement grouting pump, first basin, grout cistern, water glass thick liquid slip casting unit include the second three -way valve and through the pipe respectively with the 2nd three - way valve connection's water glass grouting pump, second basin, water glass thick liquid groove. The utility model discloses have from cleaning function, can effectively prevent to remain the thick liquid raw materials and condense and block up the pipe, guarantee the normal operating of equipment, simple structure, easy and simple to handle.
Description
Technical field
The utility model relates to mortar depositing construction field, specifically refers to a kind of double-fluid grouting machine.
Background technology
Cement grout and water glass slurries two kinds of raw materials are caused grout outlet mixing by double-fluid grouting machine, again mixed slurries are carried out slip casting, be widely used in tunneling and maintenance, road, bridge, dam, the foundation treatment engineering of mine construction and highrise building and all kinds of mortar depositing construction engineering.But existing double-fluid grouting machine lacks self-stripping unit, the easy gel of the raw materials such as cement grout or water glass slurries and obstruction conduit, affect the use of equipment.
Utility model content
The purpose of this utility model is to provide a kind of double-fluid grouting machine, has self-cleaning function, and effectively prevent residual slurry raw material from condensing and obstruction conduit, ensure the normal operation of equipment, structure is simple, easy and simple to handle.
The utility model is achieved through the following technical solutions: a kind of double-fluid grouting machine, comprises Y-shaped hybrid catheter and the cement grout slip casting unit be connected with Y-shaped hybrid catheter respectively, water glass slurries slip casting unit, is provided with blender in Y-shaped hybrid catheter; Described cement grout slip casting unit comprises the first three way cock and the cement injection pump, the first tank, the cement paste liquid bath that are connected with the first three way cock respectively by conduit; Described water glass slurries slip casting unit comprises the second three way cock and the water glass grouting pump, the second tank, the water glass slurry tank that are connected with the second three way cock respectively by conduit.
The utility model both can be used for two fluid grouting, also can be used for single fluid grouting.
For cement-water glass double grouting, storage of water slurry liquid in cement paste liquid bath, storage of water glass pulp in water glass slurry tank, equal storage of water in the first tank, the second tank, comprises the following steps:
Step S1: first, conduit is cleaned: the first three way cock is communicated with the branch road of the first tank and the branch road of the first three way cock and cement paste liquid bath is closed, open cement grouting pump, the water in the first tank enters Y-shaped hybrid catheter by the first three way cock and discharges; Second three way cock is communicated with the branch road of the second tank and the branch road of the second three way cock and water glass slurry tank is closed, open water glass grouting pump, and the water in the second tank enters Y-shaped hybrid catheter by the second three way cock and discharges.
Step S2: cleaning terminates, closes cement injection pump and water glass grouting pump, treats that water base drains.
Step S3: then, first three way cock is closed with the branch road of the first tank and the first three way cock is communicated with the branch road of cement paste liquid bath, simultaneously, second three way cock is closed with the branch road of the second tank and the second three way cock is communicated with the branch road of water glass slurry tank, open cement grouting pump and water glass grouting pump: cement grout enters Y-shaped hybrid catheter by the first three way cock according to construction requirement simultaneously, simultaneously, water glass slurries enter Y-shaped hybrid catheter by the second three way cock, cement grout and water glass slurries converge in Y-shaped hybrid catheter be incorporated in blender effect under fully mix after discharge and carry out slip casting.
Step S4: after slip casting terminates, closes cement injection pump and water glass grouting pump simultaneously.
Step S5: last, slip casting terminates again to clean conduit afterwards: the first three way cock is communicated with the branch road of the first tank and the branch road of the first three way cock and cement paste liquid bath is closed, open cement grouting pump, the water in the first tank enters Y-shaped hybrid catheter by the first three way cock and discharges; Second three way cock is communicated with the branch road of the second tank and the branch road of the second three way cock and water glass slurry tank is closed, open water glass grouting pump, and the water in the second tank enters Y-shaped hybrid catheter by the second three way cock and discharges.
Further, described blender comprises runner, stirring vane, rotating shaft and support, and runner is connected with rotating shaft by stirring vane, and rotating shaft and support are socketed.
Described blender shaft can rotate in the bracket: both can be that external power supply first drives rotating shaft to rotate, drive stirring vane successively by rotating shaft again, runner rotates, also can be first produce to runner the power of cutting sth. askew after slurries enter Y-shaped hybrid catheter runner is rotated, then drive stirring vane successively by runner, rotating shaft rotates.Due to the rotation of internal mixer runner, stirring vane, rotating shaft, make the slurries entered in Y-shaped hybrid catheter be mixed fully and stir, ensure grouting quality.
Further, described stirring vane is screw type.
Described stirring vane is screw type, and its helical structure can produce local decompression and make the mixing of two slurries more abundant in two slurries mixed process.
Further, described runner is provided with blade, multiple blade is uniformly distributed along runner.
Described blade is oblique to be arranged on runner, produces power of cutting sth. askew and is split by the slurries of thickness, be conducive to the mixing of two slurries, be also conducive to the stirring of single slurries the slurries of contact.
Further, be provided with in mixing plant or water glass slurry tank in described cement paste liquid bath and be provided with mixing plant.
All easily condense after described cement grout or water glass slurries leave standstill a period of time and affect slip casting, so need constantly stir and prevent it from condensing.
Further, described Y-shaped hybrid catheter is provided with the cement grout pulp absorbing hole be connected with cement grout slip casting unit, the water glass slurries pulp absorbing hole be connected with water glass slurries slip casting unit and plasma discharge mouth; Described plasma discharge mouth is provided with anti-shock pressure meter.
Described anti-shock pressure meter is used for measuring and observing grouting pressure, can stop slip casting after grouting pressure reaches setting value.
Further, described cement injection pump is connected with cement grout pulp absorbing hole, and is provided with cement grout flow meter; Or described water glass grouting pump is connected with water glass slurries pulp absorbing hole, and be provided with water glass slurry stream gauge.
Described cement grout flow meter is for measuring and observe the grouting amount of cement grout, and described water glass slurry stream gauge, for measuring and observe the grouting amount of water glass slurries, can stop slip casting after grouting amount reaches setting value.
Further, the outlet end of described first tank, cement paste liquid bath, the second tank, water glass slurry tank is provided with ball valve.
Described ball valve is for controlling fluid.
The utility model compared with prior art, has the following advantages and beneficial effect:
(1) the utility model all can clean its conduit in the front and back of two fluid grouting, effectively prevents retained material gel and obstruction conduit, and ensure the normal operation of equipment, structure is simple, easy and simple to handle.
(2) the utility model numbered-up mixers, when making two fluid grouting, raw material fully mixes at discharging opening.
(3) the utility model sets up mixing plant, effectively prevents the slurries raw material condensation stored.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the sectional view of Y-shaped hybrid catheter.
Fig. 3 is the elevation of blender.
Fig. 4 is the schematic diagram that blade distributes on runner.
Wherein: 1-Y-shaped hybrid catheter, 21-cement injection pump, the 22-the first three way cock, the 23-the first tank, 24-cement paste liquid bath, 25-cement grout flow meter, 31-water glass grouting pump, 32-the second three way cock, the 33-the second tank, 34-water glass slurry tank, 35-water glass slurry stream gauge, 4-blender, 41-runner, 42-stirring vane, 43-rotating shaft, 44-support, 45-blade, 5-anti-shock pressure meter, 101-ball valve.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is described in further detail, but embodiment of the present utility model is not limited thereto.
Embodiment 1:
A kind of double-fluid grouting machine of the present embodiment, as shown in Figure 1, mainly be achieved through the following technical solutions: a kind of double-fluid grouting machine, comprise Y-shaped hybrid catheter 1 and the cement grout slip casting unit be connected with Y-shaped hybrid catheter 1 respectively, water glass slurries slip casting unit, in Y-shaped hybrid catheter 1, be provided with blender 4; Described cement grout slip casting unit comprises the first three way cock 22 and cement injection pump 21, first tank 23, the cement paste liquid bath 24 that are connected with the first three way cock 22 respectively by conduit; Described water glass slurries slip casting unit comprises the second three way cock 32 and water glass grouting pump 31, second tank 33, the water glass slurry tank 34 that are connected with the second three way cock 32 respectively by conduit.
As shown in Figure 2, blender 4 is provided with in Y-shaped hybrid catheter 1.
For cement-water glass double grouting, storage of water slurry liquid in cement paste liquid bath 24, storage of water glass pulp in water glass slurry tank 34, equal storage of water in the first tank 23, second tank 33, comprises the following steps:
Step S1: first, conduit is cleaned: the first three way cock 22 is communicated with the branch road of the first tank 23 and the first three way cock 22 is closed with the branch road of cement paste liquid bath 24, the water opened in cement grouting pump 21, first tank 23 is entered Y-shaped hybrid catheter 1 by the first three way cock 22 and is discharged; Second three way cock 32 is communicated with the branch road of the second tank 33 and the second three way cock 32 is closed with the branch road of water glass slurry tank 34, and the water in open water glass grouting pump 31, second tank 33 is entered Y-shaped hybrid catheter 1 by the second three way cock 32 and discharged.
Step S2: cleaning terminates, closes cement injection pump 21 and water glass grouting pump 31, treats that water base drains.
Step S3: then, first three way cock 22 is closed with the branch road of the first tank 23 and the first three way cock 22 is communicated with the branch road of cement paste liquid bath 24, simultaneously, second three way cock 32 is closed with the branch road of the second tank 33 and the second three way cock 32 is communicated with the branch road of water glass slurry tank 34, open cement grouting pump 21 and water glass grouting pump 31: cement grout enters Y-shaped hybrid catheter 1 by the first three way cock 22 according to construction requirement simultaneously, simultaneously, water glass slurries enter Y-shaped hybrid catheter 1 by the second three way cock 32, cement grout and water glass slurries converge in Y-shaped hybrid catheter 1 be incorporated in blender 4 effect under fully mix after discharge and carry out slip casting.
Step S4: after slip casting terminates, closes cement injection pump 21 and water glass grouting pump 31 simultaneously.
Step S5: last, slip casting terminates again to clean conduit afterwards: the first three way cock 22 is communicated with the branch road of the first tank 23 and the first three way cock 22 is closed with the branch road of cement paste liquid bath 24, the water opened in cement grouting pump 21, first tank 23 is entered Y-shaped hybrid catheter 1 by the first three way cock 22 and is discharged; Second three way cock 32 is communicated with the branch road of the second tank 33 and the second three way cock 32 is closed with the branch road of water glass slurry tank 34, and the water in open water glass grouting pump 31, second tank 33 is entered Y-shaped hybrid catheter 1 by the second three way cock 32 and discharged.
The method of single fluid grouting is close with the method for two fluid grouting, therefore repeats no more.
Embodiment 2:
The present embodiment does further optimization on above-described embodiment basis, as shown in Figure 3, Figure 4, further, described blender 4 comprises runner 41, stirring vane 42, rotating shaft 43 and support 44, runner 41 is connected with rotating shaft 43 by stirring vane 42, and rotating shaft 43 and support 44 are socketed; Described stirring vane 42 is screw type; Described runner 41 is provided with blade 45, and multiple blade 45 is uniformly distributed along runner 41.Other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 3:
The present embodiment does further optimization on above-described embodiment basis, further, is provided with in mixing plant or water glass slurry tank 34 and is provided with mixing plant in described cement paste liquid bath 24.Other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 4:
The present embodiment does further optimization on above-described embodiment basis, as shown in Figure 1, further, described Y-shaped hybrid catheter 1 is provided with the cement grout pulp absorbing hole be connected with cement grout slip casting unit, the water glass slurries pulp absorbing hole be connected with water glass slurries slip casting unit and plasma discharge mouth; Described plasma discharge mouth is provided with anti-shock pressure meter 5.Other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 5:
The present embodiment does further optimization on above-described embodiment basis, and as shown in Figure 1, further, described cement injection pump 21 is connected with cement grout pulp absorbing hole, and is provided with cement grout flow meter 25; Or described water glass grouting pump 31 is connected with water glass slurries pulp absorbing hole, and be provided with water glass slurry stream gauge 35.Other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 6:
The present embodiment does further optimization on above-described embodiment basis, and as shown in Figure 1, further, the outlet end of described first tank 23, cement paste liquid bath 24, second tank 33, water glass slurry tank 34 is provided with ball valve 101.
Embodiment 7:
A kind of double-fluid grouting machine, comprises Y-shaped hybrid catheter 1 and the cement grout slip casting unit be connected with Y-shaped hybrid catheter 1 respectively, water glass slurries slip casting unit, is provided with blender 4 in Y-shaped hybrid catheter 1; Described cement grout slip casting unit comprises the first three way cock 22 and cement injection pump 21, first tank 23, the cement paste liquid bath 24 that are connected with the first three way cock 22 respectively by conduit; Described water glass slurries slip casting unit comprises the second three way cock 32 and water glass grouting pump 31, second tank 33, the water glass slurry tank 34 that are connected with the second three way cock 32 respectively by conduit; Described blender 4 comprises runner 41, stirring vane 42, rotating shaft 43 and support 44, and runner 41 is connected with rotating shaft 43 by stirring vane 42, and rotating shaft 43 and support 44 are socketed; Described stirring vane 42 is screw type; Described runner 41 is provided with blade 45, and multiple blade 45 is uniformly distributed along runner 41; Be provided with in described cement paste liquid bath 24 in mixing plant or water glass slurry tank 34 and be provided with mixing plant; Described Y-shaped hybrid catheter 1 is provided with the cement grout pulp absorbing hole be connected with cement grout slip casting unit, the water glass slurries pulp absorbing hole be connected with water glass slurries slip casting unit and plasma discharge mouth; Described plasma discharge mouth is provided with anti-shock pressure meter 5; Described cement injection pump 21 is connected with cement grout pulp absorbing hole, and is provided with cement grout flow meter 25; Or described water glass grouting pump 31 is connected with water glass slurries pulp absorbing hole, and be provided with water glass slurry stream gauge 35; The outlet end of described first tank 23, cement paste liquid bath 24, second tank 33, water glass slurry tank 34 is provided with ball valve 101.
The above; it is only preferred embodiment of the present utility model; not do any pro forma restriction to the utility model, every any simple modification, equivalent variations done above embodiment according to technical spirit of the present utility model, all falls within protection domain of the present utility model.
Claims (8)
1. a double-fluid grouting machine, is characterized in that: comprise Y-shaped hybrid catheter (1) and the cement grout slip casting unit be connected with Y-shaped hybrid catheter (1) respectively, water glass slurries slip casting unit, be provided with blender (4) in Y-shaped hybrid catheter (1); Described cement grout slip casting unit comprises the first three way cock (22) and the cement injection pump (21), the first tank (23), the cement paste liquid bath (24) that are connected with the first three way cock (22) respectively by conduit; Described water glass slurries slip casting unit comprises the second three way cock (32) and the water glass grouting pump (31), the second tank (33), the water glass slurry tank (34) that are connected with the second three way cock (32) respectively by conduit.
2. a kind of double-fluid grouting machine according to claim 1, it is characterized in that: described blender (4) comprises runner (41), stirring vane (42), rotating shaft (43) and support (44), runner (41) is connected with rotating shaft (43) by stirring vane (42), and rotating shaft (43) and support (44) are socketed.
3. a kind of double-fluid grouting machine according to claim 2, is characterized in that: described stirring vane (42) is screw type.
4. a kind of double-fluid grouting machine according to claim 2, is characterized in that: described runner (41) is provided with blade (45), and multiple blade (45) is uniformly distributed along runner (41).
5. a kind of double-fluid grouting machine according to claim 1-4 any one, is characterized in that: be provided with in described cement paste liquid bath (24) in mixing plant or water glass slurry tank (34) and be provided with mixing plant.
6. a kind of double-fluid grouting machine according to claim 5, is characterized in that: described Y-shaped hybrid catheter (1) is provided with the cement grout pulp absorbing hole be connected with cement grout slip casting unit, the water glass slurries pulp absorbing hole be connected with water glass slurries slip casting unit and plasma discharge mouth; Described plasma discharge mouth is provided with anti-shock pressure meter (5).
7. a kind of double-fluid grouting machine according to claim 6, is characterized in that: described cement injection pump (21) is connected with cement grout pulp absorbing hole, and is provided with cement grout flow meter (25); Or described water glass grouting pump (31) is connected with water glass slurries pulp absorbing hole, and is provided with water glass slurry stream gauge (35).
8. a kind of double-fluid grouting machine according to claim 1, is characterized in that: the outlet end of described first tank (23), cement paste liquid bath (24), the second tank (33), water glass slurry tank (34) is provided with ball valve (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520577645.1U CN204875797U (en) | 2015-08-04 | 2015-08-04 | Biliquid slip casting machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520577645.1U CN204875797U (en) | 2015-08-04 | 2015-08-04 | Biliquid slip casting machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204875797U true CN204875797U (en) | 2015-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520577645.1U Expired - Fee Related CN204875797U (en) | 2015-08-04 | 2015-08-04 | Biliquid slip casting machine |
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| CN (1) | CN204875797U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780781A (en) * | 2016-04-28 | 2016-07-20 | 中国水电基础局有限公司 | Fast plugging method for deep foundation pit |
| CN106761864A (en) * | 2017-01-13 | 2017-05-31 | 山东大学 | Based Intelligent Control multiple holes grouting machine and its operating method |
| CN107143496A (en) * | 2017-06-01 | 2017-09-08 | 长安大学 | Double-fluid grouting machine and its operating method |
| CN108612542A (en) * | 2016-12-12 | 2018-10-02 | 姚晓宁 | A kind of novel soil improvement conduit grouting construction process |
| CN109538465A (en) * | 2019-01-08 | 2019-03-29 | 重庆市十八土鑫诚灌浆防水工程有限公司 | A kind of biliquid pump |
| CN110847918A (en) * | 2019-11-23 | 2020-02-28 | 莫庆锋 | Grouting system of shield machine for tunnel construction |
-
2015
- 2015-08-04 CN CN201520577645.1U patent/CN204875797U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780781A (en) * | 2016-04-28 | 2016-07-20 | 中国水电基础局有限公司 | Fast plugging method for deep foundation pit |
| CN108612542A (en) * | 2016-12-12 | 2018-10-02 | 姚晓宁 | A kind of novel soil improvement conduit grouting construction process |
| CN106761864A (en) * | 2017-01-13 | 2017-05-31 | 山东大学 | Based Intelligent Control multiple holes grouting machine and its operating method |
| CN106761864B (en) * | 2017-01-13 | 2019-03-26 | 山东大学 | Intelligent control multiple holes grouting machine and its operating method |
| CN107143496A (en) * | 2017-06-01 | 2017-09-08 | 长安大学 | Double-fluid grouting machine and its operating method |
| CN109538465A (en) * | 2019-01-08 | 2019-03-29 | 重庆市十八土鑫诚灌浆防水工程有限公司 | A kind of biliquid pump |
| CN110847918A (en) * | 2019-11-23 | 2020-02-28 | 莫庆锋 | Grouting system of shield machine for tunnel construction |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151216 Termination date: 20180804 |