CN104532844A - Anti-slurry-leakage circulating intelligent slurry making and pressing system - Google Patents
Anti-slurry-leakage circulating intelligent slurry making and pressing system Download PDFInfo
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- CN104532844A CN104532844A CN201410825906.7A CN201410825906A CN104532844A CN 104532844 A CN104532844 A CN 104532844A CN 201410825906 A CN201410825906 A CN 201410825906A CN 104532844 A CN104532844 A CN 104532844A
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- mud jacking
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- 239000002002 slurry Substances 0.000 title claims abstract description 155
- 238000003756 stirring Methods 0.000 claims abstract description 43
- 238000007599 discharging Methods 0.000 claims abstract description 6
- 238000003860 storage Methods 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims description 57
- 239000004570 mortar (masonry) Substances 0.000 claims description 42
- 238000007689 inspection Methods 0.000 claims description 36
- 239000011440 grout Substances 0.000 claims description 17
- 230000002265 prevention Effects 0.000 claims description 13
- 239000011148 porous material Substances 0.000 claims description 9
- 230000008676 import Effects 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000009775 high-speed stirring Methods 0.000 abstract description 4
- 238000005303 weighing Methods 0.000 abstract description 4
- 238000004140 cleaning Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 239000011230 binding agent Substances 0.000 abstract 2
- 238000013500 data storage Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 10
- 239000004615 ingredient Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 230000002950 deficient Effects 0.000 description 5
- 238000004537 pulping Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/021—Grouting with inorganic components, e.g. cement
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Inorganic Chemistry (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
An anti-slurry-leakage circulating intelligent slurry making and pressing system is provided with a circulating pump, and the inlet end and the outlet end of the circulating pump are communicated with a high-speed stirring slurry making barrel to form a circulating loop of the circulating pump and the high-speed stirring slurry making barrel; a low-speed stirring circulating pipeline communicated with a low-speed stirring slurry storage barrel is arranged in a slurry pressing machine discharging pipeline to form a circulating loop of a slurry pressing machine and the low-speed stirring slurry storage barrel; an automatic slurry and water-binder ratio judging device is arranged on a conveying pipeline at a prestress hole channel slurry outlet communicated with the low-speed stirring slurry storage barrel. The anti-slurry-leakage circulating intelligent slurry making and pressing system has the advantages that automatic weighing, automatic feeding, automatic slurry making, automatic slurry pressing, automatic slurry pressing data storage and automatic pressure and time curve generation of an existing intelligent slurry making and pressing system can be achieved, slurry making efficiency is higher, the slurry making effect is better, damage caused by idling of the slurry pressing machine can be prevented, the phenomena that pipelines are broken and slurry leaks due to too large pressure can be effectively avoided, whether the slurry and water-binder ratio is qualified or not can be automatically judged, slurry which is not qualified is automatically removed, the slurry is prevented from accumulating in the pipelines, and cleaning is convenient.
Description
Technical field
The present invention relates to prestress engineering technical field of construction, particularly a kind of mortar leakage prevention cycle intelligent slurrying mud jacking system.
Background technology
Hole path pressure grouting is one of most important operation of post-tensioned concrete structure, whether mud jacking is full closely knit, there is conclusive impact to the burn into loss of prestress of presstressed reinforcing steel, the rigidity of prestressed member, directly have influence on safety and the durability of prestressed reinforced concrete construction.Traditional pumping of prostressed duct method is that manual operation controls, and there is many drawbacks: (1) artificial weighing and burden, and water-cement ratio controls inaccurate, causes bleeding serious; (2) the uncontrollable mud jacking that causes of pressure is not full closely knit; (3) manual record data, human factor is uncontrollable, easily fakes; (4) labor workload is large.
For solving the problem, there is some intelligent slurrying and mud jacking equipment in the market.The present inventor has Chinese patent 201320831177.2 and discloses a kind of intelligent slurrying mud jacking system, can realize automatic automatic Weighing, automatic charging, Automatic pulp making, automatically mud jacking, automatically record mud jacking data and the automatic function generating pressure time curve; But it has following deficiency: 1, high-speed stirred adopts single motor to drive, power of motor requires comparatively large, and operation vibration is comparatively large, and the slurries sometimes stirred are fine and smooth not; 2, at the end of mud jacking by reason of heavy pressure, easily there is spillage during valve-off; 3, pneumatic mortar machine is easily impaired because of idle running; 4, cannot judge whether the slurries water-cement ratio of grout outlet meets the requirements.
Chinese patent 201210194412.4 discloses a kind of inherent stress mud-jacking chassis and circulation mud jacking method, water-cement ratio tester can be utilized to measure water-cement ratio, but there is following defect in it: owing to having water in prestress pipe during circulation mud jacking, dilute slurries thus destroy its water-cement ratio, these underproof slurries cannot be got rid of, return slurry storing tank by closed cycle, cause the water-cement ratio of whole bucket slurries to be all damaged.
Summary of the invention
Object of the present invention is just to provide a kind of bi-motor circulation stirring that adopts to guarantee slurries uniform and smooth, can prevent pneumatic mortar machine from dallying and pipeline breaking, spillage, automatically can judge the whether qualified and mortar leakage prevention cycle intelligent slurrying mud jacking system that is the automatically defective slurries of eliminating of slurries water-cement ratio.
Solution of the present invention is such:
A kind of mortar leakage prevention cycle intelligent slurrying mud jacking system, comprise high-speed stirred cement slurry preparing barrel, stirring at low speed slurry storing tank, automatical feeding system, pneumatic mortar machine, it is characterized in that: in pneumatic mortar machine discharging pipeline, the stirring at low speed circulation line being communicated with stirring at low speed slurry storing tank is set, forms the closed circuit of pneumatic mortar machine and stirring at low speed slurry storing tank.
Technical scheme also comprises more specifically: be provided with circulation pump, and the import and export end of described circulation pump is all communicated with high-speed stirred cement slurry preparing barrel, forms circulation pump and the closed circuit with high-speed stirred cement slurry preparing barrel thereof.
Further: to be provided with slurries water-cement ratio automatic judging device at the conveyance conduit of the prestressed pore passage grout outlet be communicated with described stirring at low speed slurry storing tank, for judging that whether slurries water-cement ratio is qualified; And being provided with electric three-way valve, three interfaces of this valve connect slurries water-cement ratio automatic judging device, useless slurry bucket, stirring at low speed slurry storing tank respectively.
Further: described slurries water-cement ratio automatic judging device includes the control centre into and out of mud jacking slurries water-cement ratio in the inspection instrument and measurement inspection instrument of slurries mouth, described inspection instrument is supported on LOAD CELLS, is detected the weight of inspection instrument by LOAD CELLS in real time; Be provided with the storage slurry feed pipe for mortar of useless slurry feed pipe for mortar and the stirring at low speed slurry storing tank being communicated with useless slurry bucket at the grout outlet of described inspection instrument, controlled the outbound course of grout outlet slurries by described electric three-way valve.
Further: the slurries mouth that enters of described inspection instrument is positioned at bottom, and it goes out slurries mouth and is positioned at top.
Further: described control centre is on the device Host that independently computer or be integrated in combinationally uses with the present invention.
Further: described LOAD CELLS at least adopts three, be positioned at the periphery that same level position is evenly distributed on inspection instrument.
Further: described inspection instrument can be installed on one with described high-speed stirred cement slurry preparing barrel, stirring at low speed slurry storing tank, forms overall structure; Also can adopt Split type structure, being fabricated to is separately an assembly, is connected with corresponding pipeline by pipeline.
Further: in described pneumatic mortar machine discharging pipeline, to be provided with relief valve, for terminate at mud jacking to close ball downstream pressure excessive time pressure release, prevent pipeline breaking and spillage.
Advantage of the present invention is that also tool has the following advantages except realizing the automatic automatic Weighing of existing intelligent slurrying mud jacking system, automatic charging, Automatic pulp making, automatically mud jacking, automatically mud jacking data and automatically generating except the functions such as pressure time curve:
1, pulping efficiency is faster, and effects on slurry making is better;
2, can prevent from dallying the damage caused because of pneumatic mortar machine;
3, the pipeline breaking that causes because pressure is excessive and spillage phenomenon can effectively be avoided;
4, automatically can judge that whether slurries water-cement ratio is qualified, gets rid of defective slurries automatically;
5, avoid the long-pending slurry of pipeline, be convenient to cleaning.
Accompanying drawing explanation
Fig. 1 is use scheme of installation of the present invention.
Fig. 2 is multi cycle of the present invention intelligence slurrying mud jacking system architecture schematic diagram.
Fig. 3 is slurries water-cement ratio automatic judging device structural representation of the present invention.
Fig. 4 is slurrying mud jacking workflow diagram of the present invention.
In accompanying drawing:
1, automatical feeding system 2, circulation pump 3, control centre 4 pneumatic mortar machine 5, control valve 6, control valve 7, oil pressure gauge 8, relief valve 9, pressure sensor 10, prestressed pore passage 11, U-shaped tube connector 12, component 13, ball valve 14, control valve 15, slurries water-cement ratio automatic judging device 16, electric three-way valve 17, useless slurry bucket 18, stirring at low speed slurry storing tank 19, control valve 20, control valve 21, high-speed stirred cement slurry preparing barrel 22, protector for sensor 23, LOAD CELLS 24, circulating pump motor 25, Butterworth Hatch 26, water pump 27, main reservoir 28, auxiliary material case 29, major ingredient feed pipe 30, auxiliary material feed pipe 31, major ingredient feeding motor 32, auxiliary material feeding motor 33, high speed stirrer motor 34, filter screen 35, stirring at low speed motor 36, water-cement ratio decision maker stock inlet 37, support 38, LOAD CELLS 39, inspection instrument gripper shoe 40, inspection instrument 41, grout outlet, 42, control valve.
Detailed description of the invention
As shown in Figure 1, 2, the import and export end of circulation pump 2 of the present invention is all communicated with high-speed stirred cement slurry preparing barrel 21, forms circulation pump and the closed circuit with high-speed stirred cement slurry preparing barrel thereof; For carrying out circulation high-speed stirred to slurries, make slurries finer and smoother, even.
In pneumatic mortar machine 4 discharging pipeline, the stirring at low speed circulation line being communicated with stirring at low speed slurry storing tank 18 is set, forms the closed circuit of pneumatic mortar machine and stirring at low speed slurry storing tank, can practical function: 1, prevent pneumatic mortar machine idle running from causing damage; 2, slurry storing tank and screw pump connecting pipe is avoided to occur long-pending starching phenomenon; 3, avoid causing pipeline breaking phenomenon because pressure is excessive during mud jacking valve closing; 4, complete after mud jacking for cleaning equipment.
Slurries water-cement ratio automatic judging device 15 is provided with, for judging that whether slurries water-cement ratio is qualified at the conveyance conduit of the prestressed pore passage grout outlet be communicated with described stirring at low speed slurry storing tank 18; And being provided with electric three-way valve 16, three interfaces of this valve connect slurries water-cement ratio automatic judging device 15, useless slurry bucket 17, stirring at low speed slurry storing tank 18 respectively, for judging that whether slurries water-cement ratio is qualified, and automatically get rid of defective slurries.
Be provided with relief valve 8 at prestressed pore passage stock inlet, for terminate at mud jacking to close ball downstream pressure excessive time pressure release, prevent pipeline breaking and spillage.
As shown in Figure 3, described slurries water-cement ratio automatic judging device includes the control centre 3 into and out of mud jacking slurries water-cement ratio in the inspection instrument 40 and measurement inspection instrument 40 of slurries mouth, described inspection instrument 40 is supported on LOAD CELLS 38, is detected the weight of inspection instrument 40 by LOAD CELLS 38 in real time; Be provided with the storage slurry feed pipe for mortar of useless slurry feed pipe for mortar and the stirring at low speed slurry storing tank 18 being communicated with useless slurry bucket 17 at the grout outlet 41 of described inspection instrument 40, controlled the outbound course of grout outlet slurries by described electric three-way valve.
Described inspection instrument 40 is for measuring the volume of slurries, and its stock inlet 36 is arranged on bottom, and grout outlet 41 is arranged on top; Described LOAD CELLS 38 adopts three, be positioned at the periphery that same level position is evenly distributed on inspection instrument 40, be arranged between inspection instrument 40 and support 37, and be connected with control centre 3, support inspection instrument 40 and the weight data of the amount of measuring inspection instrument 40, for carrying out Real-Time Monitoring to the weight of inspection instrument 40, and monitored data is delivered to control centre 3; Electric three-way valve 16 is arranged on the pipeline that is connected with the grout outlet 41 of inspection instrument 40, and is connected with control centre 3, for defective slurries being discharged to useless slurry bucket 17, qualified slurries is discharged to stirring at low speed slurry storing tank 18.
Described inspection instrument 40 is installed on one with described high-speed stirred cement slurry preparing barrel 21, stirring at low speed slurry storing tank 18, forms overall structure; Also can adopt Split type structure, being fabricated to by inspection instrument 40 is separately an assembly, is connected with corresponding pipeline by pipeline.
When the present invention uses, connect complete by Fig. 1 structure installment, concrete slurrying mud jacking step is as follows:
1, the determination of water-cement ratio parameter: the maximum water-cement ratio allowed according to standard and minimum water-cement ratio, the good slurries of human configuration are appropriate respectively, and inspection instrument 40 is filled in gradation, steady sensor 38 is utilized to measure the weight W of slurries when maximum water-cement ratio respectively
1with weight W during minimum water-cement ratio
2, by W
1and W
2be set as standard value.
2, Automatic pulp making step:
(1) by the touch-screen input parameter of control centre 3, comprising: major ingredient, auxiliary material and water formulations, the high-speed stirred time, the stirring at low speed time, mud jacking pressure criteria value, constant voltage time, dwell time, water-cement ratio parameter.
(2) closing high-speed stirring pulping bucket 21 and stirring at low speed lead the control valve 19 between slurry storing tank 18, and open the control valve 20 of the closed circuit of circulation pump 2 and high-speed stirred cement slurry preparing barrel 21.
(3) start button, water pump 26 energising is drawn water and injects high-speed stirred cement slurry preparing barrel 21, and LOAD CELLS 23 claims the weight of water in real time and weight transmitted go back to control centre 3, when the water yield reaches setting value, control centre 3 sends the power supply that water pump 26 is cut off in instruction, and water inlet stops.Then control centre 3 sends instruction, starts auxiliary material feeder motor 32, high speed stirrer motor 33 and circulation pump 2, and limit is added auxiliary material limit and stirred.While now slurries are constantly stirred in high-speed stirred cement slurry preparing barrel 21, be constantly inhaled into circulation pump 2 from high-speed stirred cement slurry preparing barrel 21 bottom, after circulation pump 2 high-speed stirred, flow back to high-speed stirred cement slurry preparing barrel 21 by loop again, so constantly circulation.LOAD CELLS 23 claims auxiliary material weight in real time and transmits go back to control centre 3, and when auxiliary material weight reaches setting value, control centre 3 sends the power supply that auxiliary material feeder motor 32 is cut off in instruction, stops into auxiliary material.Start major ingredient feeder motor 31 simultaneously and send major ingredient, LOAD CELLS 23 claims major ingredient weight in real time and transmits go back to control centre 3, when major ingredient weight reaches setting value, control centre 3 sends the power supply that major ingredient feeder motor 31 is cut off in instruction, stops into major ingredient.Continue to stir, when high-speed stirred reaches the default time, control centre 3 sends the power supply that high speed stirrer motor 33 is cut off in instruction, stop high-speed stirred, but circulation pump 2 works on.
(4) open high-speed stirred cement slurry preparing barrel 21 and stirring at low speed and lead control valve 19 between slurry storing tank 18, and close the control valve 20 of circulation pump 2 and the closed circuit of high-speed stirred cement slurry preparing barrel 21, slurries flow into stirring at low speed slurry storing tank 18.After slurry has shifted, closing high-speed stirring pulping bucket 21 and stirring at low speed lead the control valve 19 between slurry storing tank 18 again, and open the control valve 20 of the closed circuit of circulation pump 2 and high-speed stirred cement slurry preparing barrel 21.Start stirring at low speed motor 35, prevent slurry from condensing, prepare mud jacking, again carry out slurrying simultaneously.
3, automatic mud jacking step:
(1) mud jacking: open the control valve 42 between stirring at low speed slurry storing tank 18 and pneumatic mortar machine 4, and the control valve 6 between pneumatic mortar machine 4 and prestressed pore passage 10, close pneumatic mortar machine 4 and the control valve 5 of the closed circuit of stirring at low speed slurry storing tank 18, start mud jacking.Slurry flows to high prestressed pore passage from minimum prestressed pore passage, unnecessary slurry flows out from the grout outlet of the highest prestressed pore passage, and entering inspection instrument 40 from the stock inlet 36 of slurries water-cement ratio automatic judging device 15, inspection instrument 40 is full of rear slurry and flows out and by electric three-way valve 16 from grout outlet 41.LOAD CELLS 38 detects the weight of inspection instrument 40 in real time and transfers data to control centre 3 in real time, and real-time weight data and standard value are carried out real-time comparison by control centre 3, work as W
1≤ weight W≤W in real time
2time, slurries water-cement ratio is qualified, and control centre 3 sends instruction, and electric three-way valve 16 cuts out valve position B, opens valve position A, and slurries flow back to stirring at low speed slurry storing tank 18; As real-time weight W<W
1or real-time weight W>W
2time, slurries water-cement ratio is defective, and control centre 3 sends instruction, and electric three-way valve 16 cuts out valve position A, opens valve position B, and slurries flow to useless slurry bucket 17.The real-time detected pressures of pressure sensor 9 is also transferred to control centre, and pressure meter 7 constructability personnel intuitively observe.
(2) pressurize and ftercompction slurry: when the pressure of prestress pipe stock inlet reaches the pressure criteria value of setting, the stable time is kept to reach constant voltage time standard value, and grout outlet flow out slurries water-cement ratio qualified time, control centre 3 send instruction stop mud jacking.Close the ball valve 13 of grout outlet, start pressurize.Between hold period, as force value drops to below pressure criteria value, control centre 3 sends instruction, and pneumatic mortar machine 4 carries out ftercompction slurry, until pressure reaches pressure criteria value.As pressure is excessive, relief valve 8 opens pressure release automatically.
(3) dwell time arrives, close the control valve 6 of between pneumatic mortar machine 4 and prestressing force long pipeline 10, and open pneumatic mortar machine 4 and the control valve 5 on stirring at low speed slurry storing tank 18 closed circuit, slurries return stirring at low speed slurry storing tank 18 from pneumatic mortar machine 4 direct circulation.The benefit one of this mode to avoid pneumatic mortar machine 4 dally and damage, and two is avoid that pressure is excessive causes pipeline breaking.
Automatic preservation mud jacking data, generate mud jacking trend curve, form automatically.Shut down, sealing off and covering anchorage, mud jacking work completes.
Claims (9)
1. a mortar leakage prevention cycle intelligent slurrying mud jacking system, comprise high-speed stirred cement slurry preparing barrel (21), stirring at low speed slurry storing tank (18), automatical feeding system (1), pneumatic mortar machine (4), it is characterized in that: in pneumatic mortar machine (4) discharging pipeline, the stirring at low speed circulation line being communicated with stirring at low speed slurry storing tank (18) is set, forms the closed circuit of pneumatic mortar machine and stirring at low speed slurry storing tank.
2. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 1, it is characterized in that: be provided with circulation pump (2), the import and export end of described circulation pump (2) is all communicated with high-speed stirred cement slurry preparing barrel (21), forms circulation pump and the closed circuit with high-speed stirred cement slurry preparing barrel thereof.
3. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 1, it is characterized in that: be provided with slurries water-cement ratio automatic judging device (15), for judging that whether slurries water-cement ratio is qualified at the conveyance conduit of the prestressed pore passage grout outlet be communicated with described stirring at low speed slurry storing tank (18); And being provided with electric three-way valve (16), three interfaces of this valve connect slurries water-cement ratio automatic judging device (15), useless slurry bucket (17), stirring at low speed slurry storing tank (18) respectively.
4. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 3, it is characterized in that: described slurries water-cement ratio automatic judging device include into and out of slurries mouth inspection instrument (40) and measure the control centre (3) of inspection instrument (40) interior mud jacking slurries water-cement ratios, described inspection instrument (40) is supported on LOAD CELLS (38), is detected the weight of inspection instrument (40) by LOAD CELLS (38) in real time; Be provided with the storage slurry feed pipe for mortar of useless slurry feed pipe for mortar and the stirring at low speed slurry storing tank (18) being communicated with useless slurry bucket (17) at the grout outlet (41) of described inspection instrument (40), controlled the outbound course of grout outlet slurries by described electric three-way valve.
5. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 4, is characterized in that: the slurries mouth that enters of described inspection instrument (40) is positioned at bottom, and it goes out slurries mouth and is positioned at top.
6. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 4, is characterized in that: described control centre is on the device Host that independently computer or be integrated in combinationally uses with the present invention.
7. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 4, is characterized in that: described LOAD CELLS (38) at least adopts three, is positioned at the periphery that same level position is evenly distributed on inspection instrument (40).
8. the mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 4 or 5 or 7, it is characterized in that: described inspection instrument (40) can be installed on one with described high-speed stirred cement slurry preparing barrel (21), stirring at low speed slurry storing tank (18), form overall structure, also Split type structure can be adopted, being fabricated to is separately an assembly, is connected with corresponding pipeline by pipeline.
9. mortar leakage prevention cycle intelligent slurrying mud jacking system according to claim 1, it is characterized in that: in described pneumatic mortar machine (4) discharging pipeline, be provided with relief valve (8), for terminate at mud jacking to close ball downstream pressure excessive time pressure release, prevent pipeline breaking and spillage.
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|---|---|---|---|
| CN201410825906.7A CN104532844B (en) | 2014-12-26 | 2014-12-26 | Anti-slurry-leakage circulating intelligent slurry making and pressing system |
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|---|---|---|---|
| CN201410825906.7A CN104532844B (en) | 2014-12-26 | 2014-12-26 | Anti-slurry-leakage circulating intelligent slurry making and pressing system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105715053A (en) * | 2016-03-07 | 2016-06-29 | 崔建军 | Intelligent vacuum slurry discharging machine |
| CN105756351A (en) * | 2016-03-07 | 2016-07-13 | 崔建军 | Intelligent vacuum grout release machine and intelligent vacuum grout release method |
| CN106638317A (en) * | 2016-11-25 | 2017-05-10 | 柳州市邱姆预应力机械有限公司 | Intelligent large grouting equipment |
| CN107119689A (en) * | 2017-06-20 | 2017-09-01 | 成都中大华瑞科技有限公司 | Be in the milk automatic sewage discharging device |
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| CN201505985U (en) * | 2009-09-18 | 2010-06-16 | 安徽星马汽车股份有限公司 | Air-pressure water supply waterway protector of truck mixer |
| CN202805411U (en) * | 2012-07-30 | 2013-03-20 | 浙江省宏途交通建设有限公司 | Automatic mud-jack all-in-one machine of prestressed aperture |
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Address after: 545112 Sifang Industrial Zone, Xinxing Industrial Park, the Liujiang River County, Liuzhou, the Guangxi Zhuang Autonomous Region Patentee after: Liuzhou Qianqiao Technology Co.,Ltd. Address before: 545112 Sifang Industrial Zone, Xinxing Industrial Park, the Liujiang River County, Liuzhou, the Guangxi Zhuang Autonomous Region Patentee before: LIUZHOU QIAN BRIDGE ENGINEERING MATERIALS Co.,Ltd. |