CN105040702A - Full-automatic intelligent grouting system - Google Patents
Full-automatic intelligent grouting system Download PDFInfo
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- CN105040702A CN105040702A CN201510329394.XA CN201510329394A CN105040702A CN 105040702 A CN105040702 A CN 105040702A CN 201510329394 A CN201510329394 A CN 201510329394A CN 105040702 A CN105040702 A CN 105040702A
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Abstract
A full-automatic intelligent grouting system comprises a slurry matching barrel 3, a control device 5, a slurry storing barrel 20 and the like. An output port of the slurry storing barrel 20 is connected with a slurry inflow flow meter 9, a slurry injecting pump 10, a pressure reduction buffering device 11, a pressure reduction valve 12, a slurry return flow meter 13, a slurry return electromagnetic valve 15 and the like. A slurry matching output port is connected with the slurry storing barrel 20. Another path of output of the slurry return flow meter 13 is connected with a slurry return density barrel, a slurry return weighing sensor 18 and a slurry return output electromagnetic valve 19. A slurry return output port is connected with the slurry storing barrel 20. The full-automatic intelligent grouting system achieves full-automatic intelligent operation and control in the whole process of grouting operation and has the beneficial effects of being simple in structure and convenient to use, time and labor are saved, and full-automatic intelligent grouting is achieved.
Description
Technical field
The present invention relates to a kind of fully-automatic intelligent grouting system.
Background technology
Grouting construction is the method for underground concealed engineering, traditional artificial observation, record, tabulation, and not only construction safety can not get ensureing, quality is affected, and the science of grouting technique is also restricted.Along with development in science and technology, grouting construction field various kinds of sensors and computer technology are used, substantially for gathering and record the technical data of filling process, as the GJY_ IV type grouting automatic recorder etc. of the FR mono-120--2FC type of Japan, the CFPl011 type of Sweden and China.More collection and the record being still confined to grouting data, does not reach the fully-automatic intelligent manipulation of cementing operations overall process.From slurrying, blowing, grouting, overfall, establish all too many levels such as material cleaning to need in a large number manually, also quite cause the waste of person property, increasing of manual operation increases the impact of grouting quality is also corresponding.
Summary of the invention
Its object of the present invention is just to provide a kind of fully-automatic intelligent grouting system, and solve the problem of the fully-automatic intelligent manipulation of cementing operations overall process, have the advantages that structure is simple, easy to use, save time, laborsaving, fully-automatic intelligent is in the milk.
Realize above-mentioned purpose and the technical scheme taked, comprise bucket with slurry, control device, bucket with slurry is provided with level instrument with slurry, bottom of the barrel with slurry is provided with LOAD CELLS with slurry, delivery outlet with slurry, bucket upper end with slurry is provided with entering water electromagnetic valve, enter to starch electromagnetic valve, described level instrument with slurry, LOAD CELLS with slurry, entering water electromagnetic valve, enter to starch electromagnetic valve connection control device, described delivery outlet with slurry connects slurry storing tank through blowing electromagnetic valve, storage slurry agitator is provided with in slurry storing tank, storage slurry LOAD CELLS is provided with bottom slurry storing tank, storage slurry delivery outlet, storage slurry delivery outlet exports and connects grouting pump through entering to starch flow meter, grouting pump exports and connects grout hole through inlet pipe, return pipe is provided with in described grout hole, return pipe is through pressure-reducing cushioning device, reducing valve connects overfall flow meter, overfall flow meter exports a road and connects slurry storing tank through overfall electromagnetic valve, overfall flow meter exports another road overfall and connects overfall density bucket through electromagnetic valve, overfall density bucket is provided with overfall level instrument, overfall density bucket upper end is provided with overfall entering water electromagnetic valve, overfall density bottom of the barrel is provided with overfall LOAD CELLS, overfall delivery outlet, overfall delivery outlet connects slurry storing tank through overfall output solenoid valve.
Compared with prior art the present invention has the following advantages.
1) grouting quality in water conservancy grouting works (containing other industry grouting works) is further increased; reduce human cost; reduce labor strength; also automatically regulate grouting slurries than level, grouting pressure by " specification ", " requirement " by Intelligent control in time, accurately, truly, grouting data is provided automatically;
2) put by self closing valve, close magma and to guarantee that draught excluder cleans unimpeded;
3) magma enters cement slurry preparing barrel by " specification ", " requirement " regulates grouting slurries than level stirring pulping automatically, automatic densitometer testing authentication in bucket, slurries enter slurry storing tank, automatic densitometer testing authentication again in bucket, treat that grouting liquid flows through grout pump supercharging, through grouting facility, by automatic high pressure valve by " specification ", " requirement " regulates grouting pressure to implement cementing operations automatically, its overfall collects the operation again of slurrying again via overfall density bucket, whole process is by the logging console Intelligent control that is automatically in the milk, whole system adopts grouting assembly mould blocking Integrated design, after the cementing operations stage completes, unlatching automatic cleaning system guarantees the pipeline that is in the milk, equipment, cleaning of facility.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the invention will be further described.
Fig. 1 is this apparatus structure schematic diagram.
Detailed description of the invention
Native system comprises bucket 3 with slurry, control device 5, bucket 3 with slurry is provided with level instrument 4 with slurry, LOAD CELLS 6 with slurry is provided with bottom bucket 3 with slurry, delivery outlet with slurry, bucket 3 upper end with slurry is provided with entering water electromagnetic valve 1, enter to starch electromagnetic valve 2, described level instrument with slurry 4, LOAD CELLS 6 with slurry, entering water electromagnetic valve 1, enter to starch electromagnetic valve 2 connection control device 5, as shown in Figure 1, described delivery outlet with slurry connects slurry storing tank 20 through blowing electromagnetic valve 7, storage slurry agitator is provided with in slurry storing tank 20, storage slurry LOAD CELLS 8 is provided with bottom slurry storing tank 20, storage slurry delivery outlet, storage slurry delivery outlet exports and connects grouting pump 10 through entering to starch flow meter 9, grouting pump 10 exports and connects grout hole through inlet pipe, return pipe is provided with in described grout hole, return pipe is through pressure-reducing cushioning device 11, reducing valve 12 connects overfall flow meter 13, overfall flow meter 13 exports a road and connects slurry storing tank 20 through overfall electromagnetic valve 14, overfall flow meter 13 exports another road overfall and connects overfall density bucket through electromagnetic valve 15, overfall density bucket is provided with overfall level instrument 17, overfall density bucket upper end is provided with overfall entering water electromagnetic valve 16, overfall density bottom of the barrel is provided with overfall LOAD CELLS 18, overfall delivery outlet, overfall delivery outlet connects slurry storing tank 20 through overfall output solenoid valve 19.
Described slurry storing tank 20, grouting pump 10 are arranged in moving flatcar.
Described storage slurry agitator, storage are starched LOAD CELLS 8, are entered to starch flow meter 9, grouting pump 10, pressure-reducing cushioning device 11, reducing valve 12, overfall flow meter 13, overfall electromagnetic valve 14, overfall entering water electromagnetic valve 15, overfall entering water electromagnetic valve 16, overfall level instrument 17, overfall LOAD CELLS 18, overfall electromagnetic valve 19 connection control device 5.
The course of work
After Automatic Control platform sets relevant parameter, system starts, issues grouting instruction,
1. control device 5 is opened entering to starch electromagnetic valve 2 magma in upper level slurry storing tank is put into bucket 3 with slurry, LOAD CELLS 6 with slurry is weighed simultaneously, level instrument 4 with slurry measures the volume putting into slurry, two groups of data are returned control device 5 and calculates the proportioning of pulp, during the concentration overrich of slurry, entering water electromagnetic valve 1 is opened, and adds clear water, carry out diluted concentration, when the slurry of proportioning reaches set amount, enter to starch electromagnetic valve 2 and close, entering water electromagnetic valve 1 is closed.
Bucket 3 with slurry is with slurry complete after, control device 5 sends instruction, and blowing electromagnetic valve 7 is opened, and slurry is put into slurry storing tank 20 and stirs, when slurry is put into set amount
,data are returned control device 5 by storage slurry LOAD CELLS 8
,control device 5 sends instruction to start to carry out pressure grouting to grouting pump 10, by entering to starch the output pressure of pressure meter data point reuse grouting pump 10, the data of entering to starch flow meter 9 record return control device 5 and store, statistics. in filling process, the slurry returned is returned by return pipe, the slurry amount returned added up by overfall flow meter 13, pressure-reducing cushioning device 11 in overfall pipeline returns the pressure of overfall in time to control device 5, what control device 5 controlled overfall electromagnetic valve 14 passes through pressure, Early filling stage overfall electromagnetic valve 14 is in closed condition, when overfall electromagnetic valve 14 is in opening, the slurry returned all is back in slurry storing tank 20, prescribing a time limit of setting is reached at slurry storing tank 20 when the slurry put into from bucket 3 with slurry with from the slurry that return pipe returns, bucket with slurry stops blowing, circulation of being now in the milk is carried out, in the process of grouting, slurry storing tank 20 is in stirring.
Overfall density bucket adopts closes Semi-seal structure, by a return pipe, controlled by overfall electromagnetic valve 15, regularly by part overfall input overfall density bucket, volume is measured by overfall level instrument 17, when reaching setting volume, stop blowing, weight is measured by overfall LOAD CELLS 18, opened by overfall electromagnetic valve 19 after having weighed, slurry is put into slurry storing tank 20, two groups of data are returned control device 5 simultaneously and calculate the concentration ratio returning slurry, provide according to the slurry amount of slurry storing tank 20 simultaneously and add the water yield, overfall entering water electromagnetic valve 16 switch that water is added overfall density bucket upper end by another root is issued in instruction, add quantitative water, the water added reduces the concentration of slurry on the one hand, clean overfall density bucket on the other hand, opened by overfall electromagnetic valve 19 after having added water and put into slurry storing tank 20.
Claims (2)
1. a fully-automatic intelligent grouting system, comprise bucket with slurry (3), control device (5), bucket with slurry (3) is provided with level instrument with slurry (4), bucket with slurry (3) bottom is provided with LOAD CELLS with slurry (6), delivery outlet with slurry, bucket with slurry (3) upper end is provided with entering water electromagnetic valve (1), enter to starch electromagnetic valve (2), described level instrument with slurry (4), LOAD CELLS with slurry (6), entering water electromagnetic valve (1), enter to starch electromagnetic valve (2) connection control device (5), it is characterized in that, described delivery outlet with slurry connects slurry storing tank (20) through blowing electromagnetic valve (7), storage slurry agitator is provided with in slurry storing tank (20), slurry storing tank (20) bottom is provided with storage slurry LOAD CELLS (8), storage slurry delivery outlet, storage slurry delivery outlet exports and connects grouting pump (10) through entering to starch flow meter (9), grouting pump (10) exports and connects grout hole through inlet pipe, return pipe is provided with in described grout hole, return pipe is through pressure-reducing cushioning device (11), reducing valve (12) connects overfall flow meter (13), overfall flow meter (13) exports a road and connects slurry storing tank (20) through overfall electromagnetic valve (14), overfall flow meter (13) exports another road overfall and connects overfall density bucket through electromagnetic valve (15), overfall density bucket is provided with overfall level instrument (17), overfall density bucket upper end is provided with overfall entering water electromagnetic valve (16), overfall density bottom of the barrel is provided with overfall LOAD CELLS (18), overfall delivery outlet, overfall delivery outlet connects slurry storing tank (20) through overfall output solenoid valve (19).
2. a kind of fully-automatic intelligent grouting system according to claim 1, is characterized in that, described slurry storing tank (20), grouting pump (10) are arranged in moving flatcar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510329394.XA CN105040702A (en) | 2015-06-15 | 2015-06-15 | Full-automatic intelligent grouting system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510329394.XA CN105040702A (en) | 2015-06-15 | 2015-06-15 | Full-automatic intelligent grouting system |
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| CN105040702A true CN105040702A (en) | 2015-11-11 |
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| CN201510329394.XA Pending CN105040702A (en) | 2015-06-15 | 2015-06-15 | Full-automatic intelligent grouting system |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975036A (en) * | 2017-11-03 | 2018-05-01 | 中交四航局第二工程有限公司 | Three four axis working ships of Underwater Deep Silt basement process |
| CN108705678A (en) * | 2018-03-23 | 2018-10-26 | 成都西易自动化系统工程有限公司 | A kind of grouting mechanized production system |
| CN108745170A (en) * | 2018-05-07 | 2018-11-06 | 襄阳信正纺织有限公司 | A kind of automatic slurry-distributing system |
| CN109281319A (en) * | 2018-10-11 | 2019-01-29 | 湖北宜昌江山智能科技有限公司 | A kind of automated intelligent grouting system and match paste-making method, cement slurry density mensuration |
| CN109910170A (en) * | 2019-04-19 | 2019-06-21 | 中国三峡建设管理有限公司 | Intelligent small size dynamic method and system with slurry |
| CN110230258A (en) * | 2018-03-05 | 2019-09-13 | 河北高达电子科技有限公司 | A kind of squeezing trolley slurry-outlet quantity metering method and squeezing trolley |
| CN111550065A (en) * | 2020-04-23 | 2020-08-18 | 黄�益 | Hollow block grouting reinforcement equipment |
| CN113802560A (en) * | 2021-09-23 | 2021-12-17 | 成都中成华瑞科技有限公司 | Slurry preparation optimization decision method based on intelligent slurry preparation equipment |
| CN114482557A (en) * | 2022-03-23 | 2022-05-13 | 安徽宝业建工集团有限公司 | Automatic slurry mixing and grouting system |
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| CN204715360U (en) * | 2015-06-15 | 2015-10-21 | 江西大地岩土工程有限公司 | A kind of fully-automatic intelligent provisions for grouting |
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2015
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| US5624182A (en) * | 1989-08-02 | 1997-04-29 | Stewart & Stevenson Services, Inc. | Automatic cementing system with improved density control |
| CN2188614Y (en) * | 1993-11-29 | 1995-02-01 | 辽宁省水利水电科学研究所 | Automatic recording system for circulation grouting in hole |
| CN102359280A (en) * | 2011-10-10 | 2012-02-22 | 湖南联智桥隧技术有限公司 | Intelligent mud jacking measurement and control system of large-circulation prestress pipeline |
| CN103806447A (en) * | 2014-02-25 | 2014-05-21 | 华北有色工程勘察院有限公司 | On-site automatic preparation system for mixed injection slurry |
| CN104652826A (en) * | 2015-02-11 | 2015-05-27 | 柳州市聚能电气有限公司 | Microcomputer prestress grouting control system |
| CN204715360U (en) * | 2015-06-15 | 2015-10-21 | 江西大地岩土工程有限公司 | A kind of fully-automatic intelligent provisions for grouting |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975036A (en) * | 2017-11-03 | 2018-05-01 | 中交四航局第二工程有限公司 | Three four axis working ships of Underwater Deep Silt basement process |
| CN110230258A (en) * | 2018-03-05 | 2019-09-13 | 河北高达电子科技有限公司 | A kind of squeezing trolley slurry-outlet quantity metering method and squeezing trolley |
| CN108705678A (en) * | 2018-03-23 | 2018-10-26 | 成都西易自动化系统工程有限公司 | A kind of grouting mechanized production system |
| CN108745170A (en) * | 2018-05-07 | 2018-11-06 | 襄阳信正纺织有限公司 | A kind of automatic slurry-distributing system |
| CN109281319A (en) * | 2018-10-11 | 2019-01-29 | 湖北宜昌江山智能科技有限公司 | A kind of automated intelligent grouting system and match paste-making method, cement slurry density mensuration |
| CN109910170A (en) * | 2019-04-19 | 2019-06-21 | 中国三峡建设管理有限公司 | Intelligent small size dynamic method and system with slurry |
| CN111550065A (en) * | 2020-04-23 | 2020-08-18 | 黄�益 | Hollow block grouting reinforcement equipment |
| CN113802560A (en) * | 2021-09-23 | 2021-12-17 | 成都中成华瑞科技有限公司 | Slurry preparation optimization decision method based on intelligent slurry preparation equipment |
| CN114482557A (en) * | 2022-03-23 | 2022-05-13 | 安徽宝业建工集团有限公司 | Automatic slurry mixing and grouting system |
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Application publication date: 20151111 |