CN112282790A - Slurry stirring self-injection equipment - Google Patents
Slurry stirring self-injection equipment Download PDFInfo
- Publication number
- CN112282790A CN112282790A CN202010972095.9A CN202010972095A CN112282790A CN 112282790 A CN112282790 A CN 112282790A CN 202010972095 A CN202010972095 A CN 202010972095A CN 112282790 A CN112282790 A CN 112282790A
- Authority
- CN
- China
- Prior art keywords
- slurry
- stirring
- equipment
- automatic
- chamber
- 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.)
- Pending
Links
- 239000002002 slurry Substances 0.000 title claims abstract description 162
- 238000003756 stirring Methods 0.000 title claims abstract description 70
- 238000002347 injection Methods 0.000 title claims abstract description 21
- 239000007924 injection Substances 0.000 title claims abstract description 21
- 238000005086 pumping Methods 0.000 claims abstract description 26
- 238000005507 spraying Methods 0.000 claims abstract description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 15
- 238000002156 mixing Methods 0.000 claims abstract description 11
- 238000003860 storage Methods 0.000 claims abstract description 11
- 239000000654 additive Substances 0.000 claims abstract description 4
- 239000004568 cement Substances 0.000 claims abstract description 4
- 239000004576 sand Substances 0.000 claims abstract description 4
- 239000002689 soil Substances 0.000 claims description 13
- 238000007569 slipcasting Methods 0.000 claims description 12
- 239000011435 rock Substances 0.000 claims description 9
- 239000011440 grout Substances 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 2
- 239000007788 liquid Substances 0.000 claims 2
- 238000013461 design Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 239000000243 solution Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 229920002472 Starch Polymers 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 235000019698 starch Nutrition 0.000 description 2
- 239000008107 starch Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004537 pulping Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Abstract
The invention discloses slurry stirring self-injection equipment, which comprises a slurry stirring machine, slurry pumping equipment, automatic slurry spraying equipment and a detachable truss vehicle, wherein the slurry stirring machine is arranged on the slurry pumping equipment; the slurry stirring machine, the slurry pumping equipment and the automatic slurry spraying equipment are all fixed at the top of the detachable truss vehicle; the slurry mixing machine is used for mixing and stirring cement, sand, water and additives in a preset proportion, the slurry pumping equipment conveys slurry to the automatic slurry spraying equipment through the slurry conveying pipe, and the automatic slurry spraying equipment is used for grouting according to engineering requirements. The slurry stirring self-injection equipment is novel equipment integrating stirring, slurry storage and grouting, is simple and reasonable in structural design and convenient to operate and use, solves the problem of low grouting efficiency caused by the simultaneous use of multiple equipment, and compared with the prior art, has the advantages of convenience in operation and use, low maintenance cost, high efficiency, difficulty in damage, long service life and reusability, has important application prospect and practical significance, and is suitable for popularization and use.
Description
Technical Field
The invention relates to the technical field of soil mass tunnels, in particular to slurry stirring self-injection equipment.
Background
With the rapid development of economy in China, in order to enable the traffic infrastructure to keep pace with the economic development, the construction projects of large-scale national industrial facilities such as a plurality of high-speed railways, subways, expressways and the like are planned in China, and tunnel construction plays a role in controlling the construction of communication vehicles on the projects. Because the stratum of the soil body tunnel is weak, the stratum structure is easily damaged after being disturbed, and engineering problems such as cracks, uneven sinking, collapse and the like are formed. In order to ensure the safety of various facilities and promote the stability of soil bodies in the construction process, the soil bodies need to be quickly grouted and reinforced, and the current grouting technology has high cost and low efficiency.
Disclosure of Invention
In order to solve the problems existing in the background technology, the construction site can make pulping and grouting more rapid, and efficient and standard operation can be realized. The invention provides the slurry stirring self-injection equipment which has simple and reasonable structural design and convenient operation and use, can solve the problems of high labor cost, unstable slurry preparation quality, low grouting speed, low efficiency and the like in engineering construction, can greatly improve the efficiency of grouting work and reduce the cost, and has important application prospect and practical significance.
The invention relates to slurry stirring self-injection equipment which comprises a slurry stirring machine, slurry pumping equipment, automatic slurry spraying equipment and a detachable truss vehicle, wherein the slurry stirring machine is arranged on the slurry pumping equipment;
the slurry stirring machine, the slurry pumping equipment and the automatic slurry spraying equipment are all fixed at the top of the detachable truss vehicle; the slurry mixing machine is used for mixing and stirring cement, sand, water and additives in a preset proportion, the slurry pumping equipment conveys slurry to the automatic slurry spraying equipment through the slurry conveying pipe, and the automatic slurry spraying equipment is used for grouting according to engineering requirements.
As the preferred technical scheme, the detachable truss vehicle comprises a vehicle body truss, wheels and axles, wherein the wheels are installed on the vehicle body truss, and the axles are connected with the wheels.
As the preferred technical scheme, the slurry stirring machine, the slurry pumping equipment and the automatic slurry spraying equipment are fixed at the top of the detachable truss vehicle through bolts.
As a preferred technical scheme, the slurry mixer comprises a stirring mechanism and a storage chamber, the stirring mechanism comprises a stirring chamber and a stirring motor, a rotating shaft is installed in the stirring chamber, the rotating shaft is connected with a plurality of rotating plates, the output end of the stirring motor is coaxially connected with the rotating shaft, at least one feeding port and at least one water inlet are arranged above the stirring chamber, the lower part of the stirring chamber is communicated with the storage chamber through a feeding pipeline, a control valve is arranged on the feeding pipeline, a water level measuring instrument is installed in the stirring chamber, a slurry outlet is arranged below the storage chamber, and a slurry outlet is connected with a first slurry conveying pipe through the slurry outlet to pump slurry out to the slurry pumping equipment.
The slurry pumping equipment comprises a motor, a motor small rotating wheel, a belt, a pressurizing chamber and a large rotating wheel; the output end of the motor is connected with the small motor rotating wheel, the small motor rotating wheel is connected with the large rotating wheel through a belt, the large rotating wheel is installed on the pressurizing chamber, the large rotating wheel rotates to pressurize the inside of the pressurizing chamber, the pressurizing chamber is communicated with the first slurry conveying pipe to receive slurry conveyed by the slurry stirring machine, and the pressurizing chamber conveys the slurry to automatic slurry spraying equipment through a second slurry conveying pipe.
As the preferred technical scheme, automatic whitewashing equipment includes slurry flow controller, slurry flow control valve, whitewashing portion, slip casting pipe, only starch stopper, pressure gauge, only starch stopper is installed on the slip casting pipe, the pressure gauge line connection slurry flow controller for survey rock stratum or soil body cavity pressure numerical value and with numerical value transmission extremely in real time slurry flow controller, slurry flow controller surveys rock stratum or soil body cavity pressure numerical value through analysis pressure gauge, calculates the slip casting volume, slurry flow controller line connection flow control valve is used for control flow control valve aperture is in order to control out the slip casting volume, slurry flow controller line connection the portion of whitewashing is controlled the portion of whitewashing pump sending slurry, carries out the slip casting through the slip casting pipe.
According to the preferable technical scheme, when the pressure of a gap in the rock stratum or the soil body is close to constant (plus or minus 5-25 Pa), the slurry stirring machine is automatically closed; when the pressure is constant, the grout stopping plug is closed, and the grout pumping equipment and the automatic grout spraying equipment are closed.
Has the advantages that:
the slurry stirring self-injection equipment is novel equipment integrating stirring, slurry storage and grouting, is simple and reasonable in structural design and convenient to operate and use, solves the problem of low grouting efficiency caused by the simultaneous use of multiple equipment, and compared with the prior art, has the advantages of convenience in operation and use, low maintenance cost, high efficiency, difficulty in damage, long service life and reusability, has important application prospect and practical significance, and is suitable for popularization and use.
Drawings
In order to more clearly illustrate the detailed description of the invention or the technical solutions in the prior art, the drawings that are needed in the detailed description of the invention or the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
FIG. 1 is a general layout of a slurry stirring self-injection apparatus of the present invention;
FIG. 2 is a schematic view of a log mixer of the slurry mixing self-injection apparatus of the present invention;
FIG. 3 is a schematic diagram of a slurry pumping machine of the slurry stirring self-injection device of the invention;
FIG. 4 is a diagram of an automatic filling machine of the slurry stirring self-filling apparatus of the present invention;
FIG. 5 is a diagram of a moving trolley of the slurry stirring self-injection device.
The device comprises a slurry mixer, a slurry pumping device, an automatic slurry spraying device, a detachable truss vehicle, a feed inlet 111, a water level measuring instrument 112, a control valve 113, a slurry outlet 114, a bolt 115, a water inlet 116, a stirring chamber 117, a rotor 118, a rotating shaft 119, a storage chamber 120, a slurry conveying pipe 121, a motor 210, a small motor rotor 211, a belt 212, a pressurizing chamber 213, a data line 214, a data connector 215, a large rotor 216, a slurry flow controller 310, a slurry flow control valve 311, a slurry spraying part 312, a slurry injecting guide pipe 313, a slurry stopper 314, a pressure gauge 315, a rock stratum or soil body 410, a vehicle truss 510, wheels 511 and an axle 512.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, the descriptions related to "first", "second", etc. in the present invention are only for descriptive purposes and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The invention will now be further described with reference to the accompanying drawings.
As shown in fig. 1 to 5, the slurry stirring self-pouring device of the invention comprises a slurry stirring machine a, a slurry pumping device B, an automatic slurry spraying device C and a detachable truss vehicle D.
The slurry mixing machine A, the slurry pumping equipment B and the automatic slurry spraying equipment C are fixed at the top of the detachable truss vehicle D through bolts; the slurry mixing machine A mixes and stirs various materials such as cement, sand, water, additives and the like, the slurry pumping equipment B conveys slurry to the automatic slurry spraying equipment C through a slurry conveying pipe, and the automatic slurry spraying equipment C performs grouting according to engineering requirements.
The slurry stirring machine of the slurry stirring self-injection equipment comprises a stirring motor 110, a feed inlet 111, a water level measuring instrument 112, a control valve 113, a slurry outlet 114, a bolt 115, a water inlet 116, a stirring chamber 117, a rotating sheet 118, a rotating shaft 119, a storage chamber 120 and a slurry conveying pipe 121. The slurry mixing machine A is fixed on a detachable truss vehicle truss through a bolt 115; the stirring motor 110 is connected 118 with the rotor through a rotating shaft 119; the raw material enters the stirring chamber 117 from the feed inlet 111, water enters from the water inlet 116, and the water and the colloidal material are mixed and stirred; the slurry flows into the storage chamber 120 through the control valve 113 and is pumped out of the slurry outlet 114 through the slurry feed pipe 121.
The slurry pumping device B of the slurry stirring self-injection device consists of a motor 210, a motor small rotating wheel 211, a belt 212, a pressure chamber 213, a data line 214, a data joint 215 and a large rotating wheel 216. The motor 210 is integrally connected to a pressurizing chamber 213 via a belt 212 to connect a motor small wheel 211 and a motor large wheel 216, and slurry is transferred to the automatic guniting device C through a slurry pipe 121.
The automatic guniting equipment C of the slurry stirring and self-grouting equipment consists of a slurry flow controller 310, a slurry flow control valve 311, a guniting part 312, a grouting guide pipe 313, a grout stopping plug 314 and a pressure gauge 315; the slurry flow controller 310 of the automatic guniting equipment C measures the pressure value of a gap in a rock stratum or a soil body 410 through an analysis pressure measuring instrument 315, calculates the grouting amount, automatically opens a slurry flow control valve 311, pumps slurry through a guniting part 312, and performs grouting through a grouting guide pipe 313; the pressure gauge 315 communicates pressure data in real time to the slurry flow controller 310 via the data line 214, continuously correcting the amount of grouting.
When the pressure of the gap in the rock stratum or the soil body 410 is close to constant, the slurry stirring machine A is automatically closed; when the pressure is constant, the slurry stop plug 314 is closed, and the slurry pumping equipment B and the automatic slurry spraying equipment C are closed.
The detachable truss vehicle of the slurry stirring self-injection equipment consists of a vehicle body truss 510, wheels 511 and an axle 512.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention, and they should be construed as being included in the following claims and description.
Claims (7)
1. The utility model provides a slurry stirring is from annotating equipment which characterized in that: comprises a slurry stirring machine, a slurry pumping device, an automatic slurry spraying device and a detachable truss vehicle;
the slurry stirring machine, the slurry pumping equipment and the automatic slurry spraying equipment are all fixed at the top of the detachable truss vehicle; the slurry mixing machine is used for mixing and stirring cement, sand, water and additives in a preset proportion, the slurry pumping equipment conveys slurry to the automatic slurry spraying equipment through the slurry conveying pipe, and the automatic slurry spraying equipment is used for grouting according to engineering requirements.
2. The slurry stirring self-injection apparatus according to claim 1, characterized in that: the detachable truss vehicle comprises a vehicle body truss, wheels and a vehicle axle, wherein the wheels are installed on the vehicle body truss, and the vehicle axle is connected with the wheels.
3. The slurry stirring self-injection apparatus according to claim 1, characterized in that: the slurry stirring machine, the slurry pumping equipment and the automatic slurry spraying equipment are fixed at the top of the detachable truss vehicle through bolts.
4. The slurry stirring self-injection apparatus according to claim 1, characterized in that: the slurry mixing machine comprises a stirring mechanism and a storage chamber, the stirring mechanism comprises a stirring chamber and a stirring motor, a rotating shaft is installed in the stirring chamber, a plurality of rotating plates are connected with the rotating shaft, the output end of the stirring motor is coaxially connected with the rotating shaft, at least one feed inlet and at least one water inlet are arranged above the stirring chamber, a feed pipeline is arranged below the stirring chamber and communicated with the storage chamber, a control valve is arranged on the feed pipeline, a water level measuring instrument is installed in the stirring chamber, a slurry outlet is arranged below the storage chamber, and a first slurry conveying pipe is connected with the slurry outlet to pump slurry pumping equipment.
5. The slurry stirring self-injection apparatus according to claim 4, wherein: the slurry pumping equipment comprises a motor, a motor small rotating wheel, a belt, a pressurizing chamber and a large rotating wheel; the output end of the motor is connected with the small motor rotating wheel, the small motor rotating wheel is connected with the large rotating wheel through a belt, the large rotating wheel is installed on the pressurizing chamber, the large rotating wheel rotates to pressurize the inside of the pressurizing chamber, the pressurizing chamber is communicated with the first slurry conveying pipe to receive slurry conveyed by the slurry stirring machine, and the pressurizing chamber conveys the slurry to automatic slurry spraying equipment through a second slurry conveying pipe.
6. The slurry stirring self-injection apparatus according to claim 5, characterized in that: automatic whitewashing equipment includes slurry flow controller, slurry flow control valve, whitewashing portion, slip casting pipe, ends thick liquid stopper, pressure gauge, it installs to end the thick liquid stopper on the slip casting pipe, pressure gauge line connection slurry flow controller for measuring cavity pressure numerical value in rock stratum or the soil body and in real time with numerical value transmission extremely slurry flow controller, slurry flow controller is through the cavity pressure numerical value in analysis pressure gauge survey rock stratum or the soil body, calculates the slip casting volume, slurry flow controller line connection flow control valve is used for control the flow control valve aperture is in order to control out the slip casting volume, slurry flow controller line connection slurry spraying portion, control whitewashing portion pump sending slurry, carries out the slip casting through the slip casting pipe.
7. The slurry stirring self-injection apparatus according to claim 6, characterized in that: when the pressure of the gap in the rock stratum or the soil body is close to constant, the slurry stirring machine is automatically closed; when the pressure is constant, the grout stopping plug is closed, and the grout pumping equipment and the automatic grout spraying equipment are closed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010972095.9A CN112282790A (en) | 2020-09-16 | 2020-09-16 | Slurry stirring self-injection equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010972095.9A CN112282790A (en) | 2020-09-16 | 2020-09-16 | Slurry stirring self-injection equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112282790A true CN112282790A (en) | 2021-01-29 |
Family
ID=74420959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010972095.9A Pending CN112282790A (en) | 2020-09-16 | 2020-09-16 | Slurry stirring self-injection equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112282790A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113236357A (en) * | 2021-06-17 | 2021-08-10 | 贵州大学 | Remote movable filling system and method |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1510165A (en) * | 1974-08-02 | 1978-05-10 | Pft Gmbh | Apparatus for producing cellular mortar |
| CN201020809Y (en) * | 2007-02-02 | 2008-02-13 | 福建南方路面机械有限公司 | Additive storage metering system for asphalt cement mortar stirring vehicle |
| CN102233613A (en) * | 2011-06-21 | 2011-11-09 | 有利华建筑预制件有限公司 | Movable type concrete stirring device and concrete stirring method thereof |
| CN203755168U (en) * | 2014-02-12 | 2014-08-06 | 湖南聚创建筑科技有限公司 | Double-circulation type automatic pulping and grouting system |
| CN105298131A (en) * | 2015-09-14 | 2016-02-03 | 张荣斌 | Grouter with spray mechanism and concrete spraying method thereof |
| CN105382935A (en) * | 2015-11-03 | 2016-03-09 | 张琳 | Stirring and grouting integrated machine |
| CN205637607U (en) * | 2016-05-05 | 2016-10-12 | 青岛中嘉建设集团有限公司 | Solidify type cement grouting machine fast to what building went on maintaining |
| CN106514874A (en) * | 2016-12-23 | 2017-03-22 | 宁波金美亚池州管桩有限公司 | Mortar mixing control system |
| CN106837308A (en) * | 2017-03-29 | 2017-06-13 | 中铁十七局集团第三工程有限公司 | A kind of gas tunnel pressure tester and its method |
| JP2017154067A (en) * | 2016-03-01 | 2017-09-07 | 株式会社ナカキン | Agitator-mixer and agitation-mixing method |
| CN107227968A (en) * | 2017-07-27 | 2017-10-03 | 贵州大学 | A kind of self-inspection anchor pole and its application method |
| CN107675696A (en) * | 2017-08-23 | 2018-02-09 | 中铁二十二局集团有限公司 | A kind of Intelligent deep hole orientation slip casting and monitoring system |
| CN108051360A (en) * | 2017-12-31 | 2018-05-18 | 贵州大学 | A kind of model casing for gushing water simulation test in porous intake chamber |
| CN108235835A (en) * | 2017-12-28 | 2018-07-03 | 潍坊友容实业有限公司 | Sand improvement provisions for grouting |
| CN207930872U (en) * | 2018-03-09 | 2018-10-02 | 天津帝雅建筑工程有限公司 | A kind of movable environmental protection concrete agitating mechanism |
| CN108930541A (en) * | 2018-08-23 | 2018-12-04 | 东莞市史雷帝三维数控科技有限公司 | A kind of spouting plant for railway tunnel |
| CN109030291A (en) * | 2018-08-08 | 2018-12-18 | 成都理工大学 | Rock mass discontinuity three-dimensional network grouting test macro |
| CN208778006U (en) * | 2018-07-30 | 2019-04-23 | 洛阳高飞桥隧机械有限公司 | A kind of dedicated band of lining trolley is molded into pulp grinder device |
| CN110230503A (en) * | 2019-05-27 | 2019-09-13 | 中国铁建重工集团股份有限公司 | Automatic grouting method for grouting trolley and grouting trolley |
| CN210562196U (en) * | 2019-07-15 | 2020-05-19 | 天津市华淼给排水研究设计院有限公司 | Inner-through pipeline outer wall grouting device |
| CN211171981U (en) * | 2019-07-29 | 2020-08-04 | 中国水利水电第十四工程局有限公司 | Movable integrated grouting station |
-
2020
- 2020-09-16 CN CN202010972095.9A patent/CN112282790A/en active Pending
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1510165A (en) * | 1974-08-02 | 1978-05-10 | Pft Gmbh | Apparatus for producing cellular mortar |
| CN201020809Y (en) * | 2007-02-02 | 2008-02-13 | 福建南方路面机械有限公司 | Additive storage metering system for asphalt cement mortar stirring vehicle |
| CN102233613A (en) * | 2011-06-21 | 2011-11-09 | 有利华建筑预制件有限公司 | Movable type concrete stirring device and concrete stirring method thereof |
| CN203755168U (en) * | 2014-02-12 | 2014-08-06 | 湖南聚创建筑科技有限公司 | Double-circulation type automatic pulping and grouting system |
| CN105298131A (en) * | 2015-09-14 | 2016-02-03 | 张荣斌 | Grouter with spray mechanism and concrete spraying method thereof |
| CN105382935A (en) * | 2015-11-03 | 2016-03-09 | 张琳 | Stirring and grouting integrated machine |
| JP2017154067A (en) * | 2016-03-01 | 2017-09-07 | 株式会社ナカキン | Agitator-mixer and agitation-mixing method |
| CN205637607U (en) * | 2016-05-05 | 2016-10-12 | 青岛中嘉建设集团有限公司 | Solidify type cement grouting machine fast to what building went on maintaining |
| CN106514874A (en) * | 2016-12-23 | 2017-03-22 | 宁波金美亚池州管桩有限公司 | Mortar mixing control system |
| CN106837308A (en) * | 2017-03-29 | 2017-06-13 | 中铁十七局集团第三工程有限公司 | A kind of gas tunnel pressure tester and its method |
| CN107227968A (en) * | 2017-07-27 | 2017-10-03 | 贵州大学 | A kind of self-inspection anchor pole and its application method |
| CN107675696A (en) * | 2017-08-23 | 2018-02-09 | 中铁二十二局集团有限公司 | A kind of Intelligent deep hole orientation slip casting and monitoring system |
| CN108235835A (en) * | 2017-12-28 | 2018-07-03 | 潍坊友容实业有限公司 | Sand improvement provisions for grouting |
| CN108051360A (en) * | 2017-12-31 | 2018-05-18 | 贵州大学 | A kind of model casing for gushing water simulation test in porous intake chamber |
| CN207930872U (en) * | 2018-03-09 | 2018-10-02 | 天津帝雅建筑工程有限公司 | A kind of movable environmental protection concrete agitating mechanism |
| CN208778006U (en) * | 2018-07-30 | 2019-04-23 | 洛阳高飞桥隧机械有限公司 | A kind of dedicated band of lining trolley is molded into pulp grinder device |
| CN109030291A (en) * | 2018-08-08 | 2018-12-18 | 成都理工大学 | Rock mass discontinuity three-dimensional network grouting test macro |
| CN108930541A (en) * | 2018-08-23 | 2018-12-04 | 东莞市史雷帝三维数控科技有限公司 | A kind of spouting plant for railway tunnel |
| CN110230503A (en) * | 2019-05-27 | 2019-09-13 | 中国铁建重工集团股份有限公司 | Automatic grouting method for grouting trolley and grouting trolley |
| CN210562196U (en) * | 2019-07-15 | 2020-05-19 | 天津市华淼给排水研究设计院有限公司 | Inner-through pipeline outer wall grouting device |
| CN211171981U (en) * | 2019-07-29 | 2020-08-04 | 中国水利水电第十四工程局有限公司 | Movable integrated grouting station |
Non-Patent Citations (6)
| Title |
|---|
| SHAH, R等: "Numerical Study on Backfilling the Tail Void Using a Two-Component Grout", 《JOURNAL OF MATERIALS IN CIVIL ENGINEERING》 * |
| TANG, XW等: "Surface settlements induced by tunneling in permeable strata: a case history of Shenzhen Metro", 《JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A》 * |
| 张战强等: "新型便携式防渗堵漏灌浆设备及其工程应用", 《人民黄河》 * |
| 赵欢乐等: "浅析室内土工试验中的部分问题", 《中国水运(下半月)》 * |
| 邓孝洪等: "FCB250注浆机使用说明", 《第二届水电工程施工系统与工程装备技术交流会资料汇编》 * |
| 高广义等: "灌浆自动记录仪在隧道注浆施工中的应用", 《隧道建设》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113236357A (en) * | 2021-06-17 | 2021-08-10 | 贵州大学 | Remote movable filling system and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101749025B (en) | Improved construction method of soil mass of extra-large-diameter soil pressure balancing shield on soft soil stratum | |
| CN111236981A (en) | Underground coal mine movable integrated automatic grouting system and using method | |
| CN202706563U (en) | Universal concrete truck | |
| CN203145957U (en) | Mining concrete wet-type injecting equipment | |
| CN112282790A (en) | Slurry stirring self-injection equipment | |
| CN104533457A (en) | Concrete shotcreting robot | |
| CN105257000B (en) | A kind of grouter device and its control system and concrete conveying process | |
| CN103061787A (en) | Mining wet type concrete spraying device | |
| CN201208969Y (en) | Concrete-agitating transport mine car | |
| CN112282791B (en) | Quick grouting system for soil body tunnel | |
| CN214887216U (en) | Geotechnical engineering slip casting device | |
| CN103114861B (en) | Wet-stirring hydraulic concrete jetting machine for coal mines | |
| CN211306899U (en) | Equipment for preparing foamed light soil for railway roadbed | |
| CN204532375U (en) | A kind of new concrete wet-spraying machine | |
| KR101222407B1 (en) | Method and device to provide accelerant automatically for shotcrete, and concrete placer installed the device | |
| KR101982814B1 (en) | Shotcrete construction machinery equipped with digital indicator of fiber input and shotcrete construction quantities, and fiber Dispersion device | |
| CN201148949Y (en) | Stirring concrete pump for down-hole | |
| CN206765073U (en) | A kind of mandatory stirring drag pump | |
| CN215292522U (en) | Secondary grouting operation system of shield tunneling machine | |
| CN215565970U (en) | Feeding device for concrete and mortar injection unit | |
| CN216043750U (en) | Movable grouting equipment | |
| CN212445803U (en) | Constant-pressure constant-current foaming device of foam lightweight concrete equipment | |
| CN212058506U (en) | Portable underground on-site emulsion explosive loading vehicle | |
| CN208734342U (en) | A kind of section of jurisdiction stabilisation system for full face rock tunnel boring machine construction | |
| CN213314465U (en) | Paint proportioning device for marking machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210129 |