CN208088667U - Prefabricated components sleeve grouting metering control - Google Patents
Prefabricated components sleeve grouting metering control Download PDFInfo
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- CN208088667U CN208088667U CN201721624675.9U CN201721624675U CN208088667U CN 208088667 U CN208088667 U CN 208088667U CN 201721624675 U CN201721624675 U CN 201721624675U CN 208088667 U CN208088667 U CN 208088667U
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- sleeve
- slurry
- grouting
- flowmeter
- prefabricated components
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Abstract
The utility model provides a kind of prefabricated components sleeve grouting metering control,The utility model includes slurry storage drum,The pump head being connect with the slurry storage drum,Flowmeter,One end of the flowmeter is connect with the pump head,The other end is connect with prefabricated components sleeve one end into slurry connector,The other end of the prefabricated components sleeve is provided with pulp connector,Wall grouting amount of budget can first be shifted to an earlier date,And during cementing operations,Increase a flowmeter at sleeve grouting machine delivery hose,The volume of the perfusion slurry of sleeve is sent to from pump head by the function of measuring control of flowmeter,With for determining the volume be in the milk and time in sleeve grouting,Once normal cementing operations output grouting material volume is more than amount of budget,It then further proves that grouting is full to enrich,So that it is guaranteed that slurry is completely filled in sleeve,Keep sleeve connection closely knit,Intensity is high,To make fabricated assembly overall shear wall,The bar connectings such as composite beam are safe and reliable.
Description
Technical field
The utility model is related to a kind of prefabricated components sleeve grouting metering controls.
Background technology
With prefabricated assembled concrete structure large-area applications, the sleeve used in splicings such as prefabricated wall panels
Grouting formula operates.Although traditional grouting technique substantially it can be seen that slurry number, can not avoid in sleeve completely
The case where cannot being full of entire sleeve there are grouting material under the cause specifics such as impurity.In this case, cement mortar cannot be detected
Whether material is full of, it sometimes appear that internal slurry cannot be completely filled with sleeve, causes mass defect, and it is hidden safely to form structure
Suffer from, while also having no idea to fill cement slurry when cement slurry is not full of.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated components sleeve grouting metering controls, can accurately count
Grouting side's amount is measured, avoids the problem that few fill causes grouting material that cannot fill sleeve.
To solve the above problems, the utility model provides a kind of prefabricated components sleeve grouting metering control, including：
Slurry storage drum；
The pump head being connect with the slurry storage drum；
Flowmeter, one end of the flowmeter are connect with the pump head, the other end and prefabricated components sleeve one end into slurry
Connector connects, and the other end of the prefabricated components sleeve is provided with pulp connector.
Further, in above-mentioned apparatus, the slurry storage drum is a storage and stirs stirring with bucket with slurry.
Further, in above-mentioned apparatus, one end of the flowmeter is connect with the pump head, and the other end passes sequentially through pre-
Below the sleeve of grout hole, grouting connection chamber and each joint below the sleeve of each joint of stake processed or dry wall
Into slurry connector connection, pulp connector is provided with above the sleeve of each joint.
Further, in above-mentioned apparatus, one end of the flowmeter is connect with the pump head, the other end and precast beam
The sleeve side of joint is connected into slurry connector, and the other side of the sleeve of the joint of the precast beam is provided with pulp and connects
Head.
Further, in above-mentioned apparatus, the flowmeter, pump head and slurry storage drum pass sequentially through transparent hose company
It connects.
Compared with prior art, the utility model includes slurry storage drum, the pump head being connect with the slurry storage drum, stream
Gauge, one end of the flowmeter are connect with the pump head, and the other end is connect with prefabricated components sleeve one end into slurry connector, institute
The other end for stating prefabricated components sleeve is provided with pulp connector, can first shift to an earlier date wall grouting amount of budget, and in cementing operations mistake
Cheng Zhong increases a flowmeter at sleeve grouting machine delivery hose, is controlled from pump head pressure by the function of measuring of flowmeter
It is sent to the volume of the perfusion slurry of sleeve, for determining the volume being in the milk in sleeve grouting and time, to make once being normally in the milk
Industry exports grouting material volume and is more than amount of budget, then further proves that grouting is full and enrich, so that it is guaranteed that slurry is completely filled in set
In cylinder, make that sleeve connection is closely knit, intensity is high, to make the bar connectings such as fabricated assembly overall shear wall, composite beam safely may be used
It leans on.
Description of the drawings
Fig. 1 is the structure chart of the prefabricated components sleeve grouting metering control of one embodiment of the utility model.
Specific implementation mode
To keep the above objects, features, and advantages of the utility model more obvious and easy to understand, below in conjunction with the accompanying drawings and have
Body embodiment is described in further detail the utility model.
As shown in Figure 1, the utility model provides a kind of 8 sleeve provisions for grouting of prefabricated components, including：
Slurry storage drum 1；
The pump head 2 being connect with the slurry storage drum 1；
Flowmeter 3, one end of the flowmeter 3 are connect with the pump head 2, the other end and 4 one end of prefabricated components sleeve
It is connected into slurry connector 5, the other end of the prefabricated components sleeve 4 is provided with pulp connector 6.
Here, can first shift to an earlier date wall grouting amount of budget, and during cementing operations, exported in sleeve grouting machine soft
Increase a flowmeter 3 at pipe, is sent to the body of the perfusion slurry of sleeve 4 from pump head 2 by the function of measuring control of flowmeter 3
It is long-pending, for determining the volume being in the milk in sleeve grouting and time, to be more than in advance once normal cementing operations export grouting material volume
Calculation amount then further proves that grouting is full and enriches, so that it is guaranteed that slurry is completely filled in sleeve, keeps sleeve connection closely knit, strong
Degree is high, to make the reinforcing bars such as fabricated assembly overall shear wall, composite beam 9 connect securely and reliably.
In prefabricated components sleeve grouting one embodiment of metering control of the utility model, the slurry storage drum 1 is
One stores and stirs stirring with bucket with slurry, to when storing slurry, carry out stirring companion to slurry, ensures that slurry is uniform and avoids coagulating
Gu.
In prefabricated components sleeve grouting one embodiment of metering control of the utility model, one end of the flowmeter 3
It is connect with the pump head 2, the other end passes sequentially through grout hole below the sleeve of each joint of prefabricated pile or dry wall, fills
Slurry connection chamber is connect with below the sleeve of each joint into slurry connector, i.e. the other end and prefabricated pile or each connector of dry wall
Grout hole connection below the sleeve at place, the grout hole connection grouting connection chamber, the grouting connection chamber and each joint
Sleeve below into slurry connector connection, be provided with pulp connector above the sleeve of each joint.
Here, in cementing operations technique and component safeguard measure, prefabricated pile, wall cementing operations technique be to pass through butt joint
The grout hole for locating the lower section of sleeve pours into slurry, and slurry enters the grouting connection chamber under structure, after connection chamber, then in pressure
In flow upwardly into grouting connection the connected each connector of chamber sleeve, until above each sleeve pulp connector outflow.
In prefabricated components sleeve grouting one embodiment of metering control of the utility model, one end of the flowmeter 3
It is connect with the pump head 2, the sleeve side of the joint of the other end and precast beam is connected into slurry connector, and the precast beam connects
The other side of sleeve at head is provided with pulp connector.
Here, in cementing operations technique and component safeguard measure, precast beam grouting connection is filled from sleeve side grouting mouth
Enter slurry, until slurry is flowed out from the pulp connector of the sleeve other side.
As shown in Figure 1, in prefabricated components sleeve grouting one embodiment of metering control of the utility model, the flow
Meter 3, pump head 2 and slurry storage drum 1 pass sequentially through the connection of transparent hose 7, so as to clearly observe slurry delivery situation.
The application method of above-mentioned prefabricated components sleeve grouting metering control, including:
Calculate the grouting material budget dosage of prefabricated components sleeve 4；
The pump head 2 for being connected with flowmeter 3 is connect with slurry storage drum 1, by flowmeter 3 and 4 one end of prefabricated components sleeve
Into slurry connector 5 connect；
The flowmeter 3 controls the amount that the pump head 2 conveys slurry according to the grouting material budget dosage,
When the pulp connector 6 of prefabricated components sleeve 4 has a slurry spilling, and the accumulative slurry conveying capacity of the flowmeter 3 with
When grouting material budget dosage is identical or differs preset value, blocked by the pulp connector 6 and into slurry connector 5.
Here, the perfusion slurry volume for being pumped into sleeve can be accurately controlled by the reading of flowmeter.Wall can first be shifted to an earlier date
Body grouting amount of budget, and during cementing operations, increase a flowmeter at sleeve grouting machine delivery hose, pass through stream
The function of measuring control of gauge is sent to the volume of the perfusion slurry of sleeve from pump head, to be in the milk for determining in sleeve grouting
Volume and time, once normal cementing operations output grouting material volume is more than amount of budget, then further proof grouting is full enriches,
So that it is guaranteed that slurry is completely filled in sleeve, make that sleeve connection is closely knit, intensity is high, to make fabricated assembly overall shear
The bar connectings such as wall, composite beam are safe and reliable.
In prefabricated components sleeve grouting one embodiment of measurement control method of the utility model, the flowmeter is according to
Before grouting material budget dosage controls the amount of the pump head conveying slurry, further include：
It is in agitator that slurry agitation is uniform using stirring with bucket as slurry storage drum 1, and examine the mobility of slurry
And strength character, it avoids solidifying to ensure that slurry is uniform, realizes the accurate pumping of follow-up slurry.
In prefabricated components sleeve grouting one embodiment of measurement control method of the utility model, the pump of flowmeter will be connected with
Head is connect with slurry storage drum, and flowmeter is connect with prefabricated components sleeve one end into slurry connector, including：
One end of the flowmeter 3 is connect with the pump head 2, the set of the other end and the joint of prefabricated pile or dry wall
The grout hole connection of cylinder lower section, wherein the grout hole connection grouting connection chamber, the grouting connection chamber and each joint
Being connected into slurry connector below sleeve, pulp connector is provided with above the sleeve of each joint.
Here, in cementing operations technique and component safeguard measure, prefabricated pile, wall cementing operations technique be to pass through butt joint
The grout hole for locating the lower section of sleeve pours into slurry, and slurry enters the grouting connection chamber under structure, after connection chamber, then in pressure
In flow upwardly into grouting connection the connected each connector of chamber sleeve, until above each sleeve pulp connector outflow.
In prefabricated components sleeve grouting one embodiment of measurement control method of the utility model, the pump of flowmeter will be connected with
Head is connect with slurry storage drum, and flowmeter is connect with prefabricated components sleeve one end into slurry connector, including：
One end of the flowmeter 3 is connect with the pump head 2, the sleeve side of the joint of the other end and precast beam
Into slurry connector connection, wherein the other side of the sleeve of the joint of the precast beam is provided with pulp connector.
Here, in cementing operations technique and component safeguard measure, precast beam grouting connection is filled from sleeve side grouting mouth
Enter slurry, until slurry is flowed out from the pulp connector of the sleeve other side.
As shown in Figure 1, in prefabricated components sleeve grouting one embodiment of measurement control method of the utility model, will be connected with
The pump head of flowmeter is connect with slurry storage drum, during flowmeter is connect with prefabricated components sleeve one end into slurry connector,
The flowmeter 3, pump head 2 and slurry storage drum 1 are passed sequentially through transparent hose 7 to connect, so as to clearly see
Survey slurry delivery situation.
In conclusion the utility model controls the perfusion slurry for being sent to sleeve from pump head by the function of measuring of flowmeter
Volume, can ensure the full of grouting material in sleeve as far as possible, avoid grouting material that from cannot filling sleeve, ensure that structure
Connectivity and intensity enhance intensity and the safety of whole building；Avoid human metering perfusion slurry volume, reduce error and
Reduce labour cost；It the time that the volume for measuring perfusion slurry one by one with electronic scale or measurement bucket can be reduced, avoids being in the milk
The mobility of material is deteriorated.
Each embodiment is described by the way of progressive in this specification, the highlights of each of the examples are with other
The difference of embodiment, just to refer each other for identical similar portion between each embodiment.
Obviously, it is new without departing from this practicality can to carry out utility model various modification and variations by those skilled in the art
The spirit and scope of type.If in this way, these modifications and variations of the present invention belong to the utility model claims and its
Within the scope of equivalent technologies, then the utility model is also intended to including these modification and variations.
Claims (5)
- The metering control 1. a kind of prefabricated components sleeve is in the milk, which is characterized in that including：Slurry storage drum；The pump head being connect with the slurry storage drum；Flowmeter, one end of the flowmeter are connect with the pump head, the other end and prefabricated components sleeve one end into slurry connector Connection, the other end of the prefabricated components sleeve are provided with pulp connector.
- The metering control 2. prefabricated components sleeve as described in claim 1 is in the milk, which is characterized in that the slurry storage drum For a storage and stir stirring with bucket with slurry.
- The metering control 3. prefabricated components sleeve as described in claim 1 is in the milk, which is characterized in that the flowmeter it is another One end passes sequentially through grout hole, grouting connection chamber and each connector below the sleeve of each joint of prefabricated pile or dry wall Being connected into slurry connector below the sleeve at place, pulp connector is provided with above the sleeve of each joint.
- The metering control 4. prefabricated components sleeve as described in claim 1 is in the milk, which is characterized in that the flowmeter it is another The sleeve side of one end and the joint of precast beam is connected into slurry connector, the other side of the sleeve of the joint of the precast beam It is provided with pulp connector.
- 5. such as Claims 1-4 any one of them prefabricated components sleeve grouting metering control, which is characterized in that described Flowmeter, pump head pass sequentially through transparent hose with slurry storage drum and connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721624675.9U CN208088667U (en) | 2017-11-29 | 2017-11-29 | Prefabricated components sleeve grouting metering control |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721624675.9U CN208088667U (en) | 2017-11-29 | 2017-11-29 | Prefabricated components sleeve grouting metering control |
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| Publication Number | Publication Date |
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| CN208088667U true CN208088667U (en) | 2018-11-13 |
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Cited By (2)
| 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 |
| CN109594779A (en) * | 2018-12-29 | 2019-04-09 | 江苏龙腾数字建造技术研究院有限公司 | A kind of sleeve grouting method of combination BIM application |
-
2017
- 2017-11-29 CN CN201721624675.9U patent/CN208088667U/en active Active
Cited By (3)
| 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 |
| CN109594779A (en) * | 2018-12-29 | 2019-04-09 | 江苏龙腾数字建造技术研究院有限公司 | A kind of sleeve grouting method of combination BIM application |
| CN109594779B (en) * | 2018-12-29 | 2021-04-06 | 江苏龙腾数字建造技术研究院有限公司 | Sleeve grouting method combined with BIM application |
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