CN205483123U - Sleeve grout circulation measurement system - Google Patents
Sleeve grout circulation measurement system Download PDFInfo
- Publication number
- CN205483123U CN205483123U CN201620179210.6U CN201620179210U CN205483123U CN 205483123 U CN205483123 U CN 205483123U CN 201620179210 U CN201620179210 U CN 201620179210U CN 205483123 U CN205483123 U CN 205483123U
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- China
- Prior art keywords
- sleeve
- transducer
- grout
- grouting
- slurry
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a sleeve grout circulation measurement system, including the mortar pump, the reposition of redundant personnel converter, sleeve, converter and hod converge, the row of mortar pump starches mouthful through the entry intercommunication of first grout pipe with the reposition of redundant personnel converter, the export and the telescopic entry intercommunication of reposition of redundant personnel converter, and the entry intercommunication of telescopic export and the converter that converges, thick liquid mouthful intercommunication is advanced through second grout pipe and hod to the export of the converter that converges, and the row of hod starches mouthful and to advance thick liquid mouthful intercommunication through third grout pipe and mortar pump, grout inlet flow rate meter has been installed on first grout pipe, install grout rate of discharge meter on the second grout pipe. The beneficial effects of the utility model are that: this system do not is provided with the slurry flowmeter in telescopic exit punishment, can accurately calculate out the grout material flow that has injected in the sleeve, judge the sleeve in the grout material whether full, guaranteed the sleeve in the grout material full, avoided again arousing the polluted environment of environment and the waste of resource because the excessive saturation of grout material is spilled over.
Description
Technical field
This utility model relates to technical field of building construction, is specifically related to a kind of sleeve grouting circulation metering system.
Background technology
Reinforced bar sleeve is a kind of new Joining Structure developing because of engineering practice needs and technology and producing, the connection of prefabricated concrete structure prefabricated components, often uses reinforced bar sleeve and grouting material as jointing.
At present, reinforced bar sleeve generally also exists two problems: one is grouting material plumpness blind spot in grout sleeve, and i.e. due to the closure of sleeve, in it cannot be directly viewed sleeve during grouting, grouting material is the fullest；Two is excessively to be in the milk to prevent sleeve grouting the fullest, causes the grouting material overflowed to there is the wasting of resources and the problem polluting construction site.Therefore, it is necessary to prior art is improved.
Summary of the invention
The purpose of this utility model is, for the deficiencies in the prior art, it is provided that a kind of sleeve grouting circulation metering system detecting sleeve grouting flow, satisfied grouting saturation.
The technical solution adopted in the utility model is: a kind of sleeve grouting circulation metering system, including slurry pump, shunting transducer, sleeve, conflux transducer and hod, the plasma discharge mouth of described slurry pump is connected by the entrance of the first grout pipe with shunting transducer, the outlet of shunting transducer connects with the entrance of sleeve, the outlet of sleeve connects with the entrance of the transducer that confluxes, the outlet of transducer of confluxing is connected with the stock inlet of hod by the second grout pipe, and the plasma discharge mouth of hod is connected with the stock inlet of slurry pump by the 3rd grout pipe.
By such scheme, the first grout pipe is installed on grouting inlet flow gauge.
By such scheme, the second grout pipe is provided with grouting rate of discharge meter.
By such scheme, described shunting transducer is provided with a slurry import and four slurry outlets；The described transducer that confluxes includes that four are entered to starch entrance and a plasma discharge outlet；Described sleeve has four, and sleeve bottom offers grout hole, and sleeve top offers plasma discharge hole, the grout hole of each sleeve respectively with shunting transducer slurry outlet connect, the plasma discharge hole of each sleeve respectively with the transducer that confluxes enter to starch entrance corresponding connect.
By such scheme, the slurry outlet of shunting transducer is configured with capping.
By such scheme, the entering to starch entrance of the transducer that confluxes is configured with sealing cap.
By such scheme, described grouting inlet flow rate is calculated as slurry effusion meter, including induction apparatus and transducer, induction apparatus has through hole, and the first grout pipe connects through through hole with sleeve；Display screen is installed on transducer.
The beneficial effects of the utility model are: 1, native system is respectively arranged with slurry effusion meter at the import and export of sleeve, can accurately calculate the grouting material flow poured in sleeve, in judging sleeve, grouting material is the fullest, in ensure that sleeve, grouting material is full, turn avoid owing to grouting material supersaturation overflows, cause environment pollutes environment and the waste of resource.2, native system simple in construction, reasonable in design, environmental protection.
Accompanying drawing explanation
Fig. 1 is structured flowchart of the present utility model.
Fig. 2 is the schematic diagram of grouting inlet flow gauge in the present embodiment.
Fig. 3 is the structural representation shunting transducer in the present embodiment.
Fig. 4 is the structural representation of the present embodiment middle sleeve.
Fig. 5 is the structural representation of transducer of confluxing in the present embodiment.
Fig. 6 is the structural representation of hod in the present embodiment.
Wherein: 1, slurry pump；2, the first grout pipe；3, grouting inlet flow gauge；3.1, induction apparatus；3.2, transducer；4, shunting transducer；4.1, slurry import；4.2, slurry outlet；4.3, capping；5, sleeve；5.1, grout hole；5.2, plasma discharge hole；6, conflux transducer；6.1, enter to starch entrance；6.2, plasma discharge outlet；6.3, sealing cap；7, the second grout pipe；8, grouting rate of discharge meter；9, hod；10, the 3rd grout pipe.
Detailed description of the invention
In order to be more fully understood that this utility model, with specific embodiment, this utility model is further described below in conjunction with the accompanying drawings.
A kind of sleeve grouting circulation metering system as described in Figure 1, including slurry pump 1, shunting transducer 4, sleeve 5, conflux transducer 6 and hod 9, the plasma discharge mouth of slurry pump 1 is connected by the entrance of the first grout pipe 2 with shunting transducer 5, the outlet of shunting transducer 5 and the inlet communication of sleeve 5, the outlet of sleeve 5 connects with the entrance of the transducer 6 that confluxes, the outlet of transducer 6 of confluxing is connected with the stock inlet of hod 9 by the second grout pipe 7, and the plasma discharge mouth of hod 9 is connected with the stock inlet of slurry pump 1 by the 3rd grout pipe 10.Above-mentioned each assembly is sequentially connected with, and constitutes cycle grouting system.
Preferably, being installed on grouting inlet flow gauge 3 on the first grout pipe 2, be provided with grouting rate of discharge meter 8 on the second grout pipe 7, grouting rate of discharge meter 8 is identical with the structure of grouting inlet flow gauge 3, is slurry effusion meter.As in figure 2 it is shown, grouting inlet flow gauge 3 includes induction apparatus 3.1 and transducer 3.2, induction apparatus 3.1 having through hole, the first grout pipe 2 connects through through hole with sleeve 5；Being provided with display screen on transducer 3.2, display screen can read the slurry volume flow through induction apparatus 3.2.
Preferably, first grout pipe 2 is connected with the slurry-feeding hole 5.1 of sleeve 5 through shunting transducer 4, shunting transducer 4 includes a slurry import 4.1 and four slurry outlets 4.2, the slurry outlet 4.2 of shunting transducer is configured with capping 4.3, this slurry outlet 4.2 takes off capping 4.3 when using, as shown in Figure 3；Slurry import 4.1 is connected with the first grout pipe 2, and slurry outlet 4.2 is connected with sleeve 5.
In the present embodiment, slurry pump 1 is existing, is the power set of whole system；Slurry pump 1 includes stock inlet and plasma discharge mouth.
In the present embodiment, the transducer 6 that confluxes includes that four are entered to starch entrance 6.1 and plasma discharge outlet 6.2, and the entrance 6.1 that enters to starch of the transducer 6 that confluxes is configured with sealing cap 6.3, and this enters to starch when entrance 6.1 uses and takes off sealing cap 6.3.Sleeve 5 has four, as shown in Figure 1；Grout hole 5.1 is offered bottom sleeve 5, sleeve 5 top offers plasma discharge hole 5.2, as shown in Figure 4, all corresponding with four slurry outlets 4.2 of shunting transducer 4 connection of the grout hole 5.1 of each sleeve 5, the plasma discharge hole 5.2 of each sleeve 5 enters to starch the corresponding connection of entrance 6.1 respectively with four of the transducer 6 that confluxes.
In the present embodiment, as shown in Figure 6, hod 9 is the barreled device of common storage grouting material, can be that whole system provides grouting material；The second grout pipe 7 through grouting rate of discharge meter 8 is connected with the stock inlet of hod 9, and the plasma discharge mouth of hod 9 is connected with the stock inlet of slurry pump 1 by the 3rd grout pipe 10.
Concrete filling process of the present utility model is: grouting material enters slurry pump 1 from the stock inlet of slurry pump 1, the plasma discharge mouth of slurry pump 1 flow to shunt in transducer 4 by the first grout pipe 2, is entered in sleeve 5 by the slurry outlet 4.2 of shunting transducer 4；After sleeve 5 is filled, the remaining grouting material relief hole 5.2 from sleeve 5 top enters into the transducer 6 that confluxes, then enters hod 9 through the second grout pipe 7；Grouting material in hod 9 is delivered to slurry pump 1 by the 3rd grout pipe 10, and whole filling process is carried out in a closed-loop path.
During grouting, grouting inlet flow gauge 3 records the grouting material volume entering sleeve 5, and grouting rate of discharge meter 8 records the grouting material volume flowing out sleeve 5, can pass in and out the grouting material volume residual quantity of sleeve 5；Further according to shunting transducer 4, sleeve 5, the specification of the transducer 6 that confluxes, can calculate that the grouting material drawn in sleeve 5 is the fullest, if the fullest, continue grouting, if full, the grouting material of spilling can be again introduced into hod 1.The metering of whole process accurately, both ensure that grouting material sleeve 5 within was full, turn avoid owing to grouting material is the fullest and overflow, pollutes environment, waste material.
The above is preferred implementation of the present utility model, it is noted that for those skilled in the art, without departing under principle premise of the present utility model, the technical solution of the utility model can be done the improvement of some applicable situations.Therefore, protection domain of the present utility model is not limited to this, those of skill in the art any based in technical solutions of the utility model, the change of unsubstantiality is included in this utility model protection domain within.
Claims (7)
1. a sleeve grouting circulation metering system, it is characterized in that, including slurry pump, shunting transducer, sleeve, conflux transducer and hod, the plasma discharge mouth of described slurry pump is connected by the entrance of the first grout pipe with shunting transducer, the outlet of shunting transducer connects with the entrance of sleeve, the outlet of sleeve connects with the entrance of the transducer that confluxes, the outlet of transducer of confluxing is connected with the stock inlet of hod by the second grout pipe, and the plasma discharge mouth of hod is connected with the stock inlet of slurry pump by the 3rd grout pipe.
2. a kind of sleeve grouting circulation metering system as claimed in claim 1, it is characterised in that be installed on grouting inlet flow gauge on the first grout pipe.
3. a kind of sleeve grouting circulation metering system as claimed in claim 1 or 2, it is characterised in that be provided with grouting rate of discharge meter on the second grout pipe.
4. a kind of sleeve grouting circulation metering system as claimed in claim 1, it is characterised in that described shunting transducer is provided with a slurry import and four slurry outlets；The described transducer that confluxes includes that four are entered to starch entrance and a plasma discharge outlet；Described sleeve has four, and sleeve bottom offers grout hole, and sleeve top offers plasma discharge hole, the grout hole of each sleeve respectively with shunting transducer slurry outlet connect, the plasma discharge hole of each sleeve respectively with the transducer that confluxes enter to starch entrance corresponding connect.
5. a kind of sleeve grouting circulation metering system as claimed in claim 4, it is characterised in that the slurry outlet of shunting transducer is configured with capping.
6. sleeve grouting circulation metering system as claimed in claim 4 a kind of, it is characterised in that the entering to starch entrance of the transducer that confluxes is configured with sealing cap.
7. a kind of sleeve grouting blood circulation as claimed in claim 2, it is characterised in that described grouting inlet flow rate is calculated as slurry effusion meter, including induction apparatus and transducer, induction apparatus has through hole, and the first grout pipe connects through through hole with sleeve；Display screen is installed on transducer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620179210.6U CN205483123U (en) | 2016-03-09 | 2016-03-09 | Sleeve grout circulation measurement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620179210.6U CN205483123U (en) | 2016-03-09 | 2016-03-09 | Sleeve grout circulation measurement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205483123U true CN205483123U (en) | 2016-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620179210.6U Expired - Fee Related CN205483123U (en) | 2016-03-09 | 2016-03-09 | Sleeve grout circulation measurement system |
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| Country | Link |
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| CN (1) | CN205483123U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108061592A (en) * | 2018-01-31 | 2018-05-22 | 昆山市建设工程质量检测中心 | A kind of method for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
| CN108104376A (en) * | 2017-11-29 | 2018-06-01 | 上海建工五建集团有限公司 | Prefabricated components sleeve grouting metering control and method |
| CN108442614A (en) * | 2018-05-08 | 2018-08-24 | 北京榆构有限公司 | Precast concrete bar connecting grout sleeve device and its grouting method |
| CN109944449A (en) * | 2018-09-30 | 2019-06-28 | 中建三局第一建设工程有限责任公司 | The constructing device and construction method of prefabricated concrete structure precast shear wall |
| CN112922345A (en) * | 2021-02-02 | 2021-06-08 | 北京崇建工程有限公司 | Outer wall grouting construction device and method |
-
2016
- 2016-03-09 CN CN201620179210.6U patent/CN205483123U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104376A (en) * | 2017-11-29 | 2018-06-01 | 上海建工五建集团有限公司 | Prefabricated components sleeve grouting metering control and method |
| CN108061592A (en) * | 2018-01-31 | 2018-05-22 | 昆山市建设工程质量检测中心 | A kind of method for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
| CN108061592B (en) * | 2018-01-31 | 2019-08-13 | 昆山市建设工程质量检测中心 | A method of for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
| CN108442614A (en) * | 2018-05-08 | 2018-08-24 | 北京榆构有限公司 | Precast concrete bar connecting grout sleeve device and its grouting method |
| CN109944449A (en) * | 2018-09-30 | 2019-06-28 | 中建三局第一建设工程有限责任公司 | The constructing device and construction method of prefabricated concrete structure precast shear wall |
| CN109944449B (en) * | 2018-09-30 | 2021-07-06 | 中建三局第一建设工程有限责任公司 | Construction device and construction method for prefabricated shear wall with fabricated concrete structure |
| CN112922345A (en) * | 2021-02-02 | 2021-06-08 | 北京崇建工程有限公司 | Outer wall grouting construction device and method |
| CN112922345B (en) * | 2021-02-02 | 2022-08-16 | 北京崇建工程有限公司 | Outer wall grouting construction device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |