CN106948385A - Concrete parameters test experience device - Google Patents
Concrete parameters test experience device Download PDFInfo
- Publication number
- CN106948385A CN106948385A CN201710205177.9A CN201710205177A CN106948385A CN 106948385 A CN106948385 A CN 106948385A CN 201710205177 A CN201710205177 A CN 201710205177A CN 106948385 A CN106948385 A CN 106948385A
- Authority
- CN
- China
- Prior art keywords
- hollow tube
- concrete
- test experience
- parameters test
- concrete parameters
- 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
- 238000012360 testing method Methods 0.000 title claims abstract description 31
- 238000012544 monitoring process Methods 0.000 claims abstract description 22
- 238000012806 monitoring device Methods 0.000 claims abstract description 18
- 230000000694 effects Effects 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 12
- 238000004088 simulation Methods 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims description 7
- 239000000725 suspension Substances 0.000 claims description 5
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 238000007599 discharging Methods 0.000 claims description 3
- 238000005429 filling process Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000002474 experimental method Methods 0.000 abstract description 7
- 230000010412 perfusion Effects 0.000 abstract description 5
- 230000003068 static effect Effects 0.000 abstract description 5
- 238000007405 data analysis Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000001514 detection method Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000012857 repacking Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000002820 assay format Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004941 influx Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000012612 static experiment Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; ceramics; glass; bricks
- G01N33/383—Concrete, cement
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
Abstract
The present invention relates to a kind of concrete parameters test experience device, match with monitoring device, including equipment supporter, for construction simulation pile foundation scene Work condition analogue component and for for device activity easily support movable component is provided, the Work condition analogue component and support movable component are fixedly connected with the equipment supporter, and the Work condition analogue component matches with the monitoring sensor in the monitoring device, the two coordinates completion concrete parameters test experience.The present invention provides convenience for the every concrete parameters test experience subsequently carried out, and user can carry out continual static, dynamic experiment by the present invention, collects substantial amounts of experimental data, and draw demarcation numerical value the most accurate after big data analysis is carried out.Meanwhile, the suitability of the present invention and other relevant devices are good, and all kinds of perfusions monitoring sensor arrived used in work progress can be detected by data acquisition of the present invention and calibration.
Description
Technical field
The present invention relates to a kind of experimental provision, more particularly to a kind of it is used for construction simulation pile foundation scene, to carry out coagulation
The concrete parameters test experience device of native parameters test experience, belongs to building engineering field.
Background technology
Chinese patent CN201611152375.5 discloses a kind of superfilled monitoring device of bored concrete pile and its application method, and this is special
Profit is primarily intended to detect the moisture in concrete mud by sensor, and then judges whether concrete has reached setting mark
It is high and after setting absolute altitude is reached and alarm, to remind operating personnel to stop concrete perfusion.In the ideal situation, it is above-mentioned
Technical scheme in patent can effectively ensure effective influx height of bored concrete pile.
But during actual use, operating personnel have found, due to job location, concrete producer, coagulation soil species
The difference of the factors such as class, the concrete composition used in work progress is not quite similar.Therefore in the superfilled monitoring of bored concrete pile
During the monitoring of device, its early warning monitored, alarming value can produce deviation, so as to severely impact above-mentioned perfusion
The using effect of the superfilled monitoring device of stake.
In order to overcome above mentioned problem, it is necessary to increase in work progress, using before the superfilled monitoring device of the bored concrete pile
The step of one concrete composition content is demarcated, parameter tune is carried out further according to calibration result to the superfilled monitoring device of the bored concrete pile
It is whole, adapt it to the concrete parameters in the construction site.
In order to ensure the accuracy of concrete composition content proving operation, proving operation is typically necessary progress repeatedly, then
The data repeatedly demarcated by sensor collection, and carry out drawing most accurate calibration value after data analysis.But in current construction
In pile foundation scene, no place, without space, without equipment, therefore, proving operation is difficult to be smoothed out.In addition, when user's needs pair
When the sensitivity of sensor carries out testing calibration, due to lacking supporting experimental provision, these operations also are difficult to realize.
Therefore, how to provide one kind can fully construction simulation pile foundation scene, so as to every concrete parameters test experience
The experimental provision smoothly deployed, just becomes those skilled in that art institute urgent problem to be solved.
The content of the invention
In view of there is drawbacks described above in prior art, the purpose of the present invention is to propose to one kind be used for construction simulation pile foundation scene,
To carry out the concrete parameters test experience device of concrete parameters test experience.
The purpose of the present invention, will be achieved by the following technical programs：
A kind of concrete parameters test experience device, matches with monitoring device, including equipment supporter, for construction simulation pile foundation
The Work condition analogue component at scene and for providing easily support movable component for device activity, the Work condition analogue component and
Support movable component is fixedly connected with the equipment supporter, and the Work condition analogue component is passed with the monitoring in the monitoring device
Sensor matches, the two coordinates completion concrete parameters test experience.
Preferably, the equipment supporter includes equipment platform and many branch being fixedly installed on below the equipment platform
Multiple lifting suspension ring are fixedly installed on support, the equipment platform.
Preferably, the Work condition analogue component includes the hollow tube for being used to simulate pile foundation filling process Hole, described to set
The connection through hole matched with the hollow tube is offered on standby platform, the hollow tube is put down by base flange and the equipment
Platform is fixedly connected, and the base flange is fixedly connected through the connection through hole and with the bottom of the hollow tube.
Preferably, the Work condition analogue component is also including being inserted in the hollow tube, for being led into the hollow tube
Enter the passage of concrete, the caliber of the passage is less than the caliber of the hollow tube, and the length of the passage is more than institute
The length of hollow tube is stated, the bottom the week side of boss of the passage offers at least one, is easy to the breach of concrete outflow.
Preferably, the hollow tube outer circumferential side has been provided with the fixed mount of support limit effect, the upper end of the fixed mount
It is fixedly connected with the hollow tube, lower end is connected with the upper surface of the equipment platform.
Preferably, the hollow tube outer circumferential side is additionally provided with least one, for protecting institute during filling concrete
The explosion-proof constraint hoop of hollow tube is stated, the explosion-proof constraint hoop matches with the hollow tube.
Preferably, the bottom of the base flange is fixedly installed the blow-off valve for discharging the hollow tube inner concrete
Door.
Preferably, the support movable component includes multiple universal wheels, and multiple universal wheels are distributed in support frame as described above
Bottom.
Preferably, the monitoring device is concrete composition marking apparatus or the superfilled monitoring device of bored concrete pile.
The present invention protrusion effect be：The present invention has fully simulated construction pile foundation scene, is the items subsequently carried out
Concrete parameters test experience is provided convenience.By the present invention, user can carry out continual static, dynamic experiment,
Substantial amounts of experimental data is collected, and demarcation numerical value the most accurate is drawn after big data analysis is carried out.Meanwhile, the present invention and its
The suitability of his relevant device is good, highly versatile, used in work progress to all kinds of perfusions monitoring sensor can borrow
Help data acquisition of the present invention and calibration detection.In addition, the present invention can pass through the combination to current material and equipment, repacking
And obtain, device manufacturing cost is relatively low, so as to be laid the foundation for its follow-up popularization and application.
In summary, using effect of the present invention is good, highly versatile, low cost of manufacture, using and promoting with very high
Value.
Just accompanying drawing in conjunction with the embodiments below, the embodiment to the present invention is described in further detail, so that of the invention
Technical scheme is more readily understood, grasped.
Brief description of the drawings
Fig. 1 is the assembling structure schematic diagram of the present invention；
Wherein：1st, passage；2nd, hollow tube；3rd, fixed mount；4th, explosion-proof constraint hoop；5th, equipment platform；6th, support frame；7th, lifting
Suspension ring；8th, base flange；9th, discharge valve；10th, universal wheel.
Embodiment
It is used for construction simulation pile foundation scene, present invention is disclosed a kind of to carry out concrete parameters test experience
Concrete parameters test experience device.
As shown in figure 1, a kind of concrete parameters test experience device, matches with monitoring device, including equipment supporter, use
It is described in the Work condition analogue component at construction simulation pile foundation scene and for providing easily support movable component for device activity
Work condition analogue component and support movable component are fixedly connected with the equipment supporter, the Work condition analogue component and the monitoring
Monitoring sensor in equipment matches, the two coordinates completion concrete parameters test experience.
The equipment supporter includes equipment platform 5 and many support frames for being fixedly installed on the lower section of equipment platform 5
6, multiple lifting suspension ring 7 are fixedly installed on the equipment platform 5.The concrete parameters test experience device can be by described
Lifting suspension ring 7 are sling by crane, and are moved by crane.So, the present invention is undoubtedly further improved
Mobility, expand the present invention the scope of application.
The Work condition analogue component includes the hollow tube 2 for being used to simulate pile foundation filling process Hole, the equipment platform 5
On offer the connection through hole matched with the hollow tube 2, the hollow tube 2 is by base flange 8 and the equipment platform 5
It is fixedly connected, the base flange 8 is fixedly connected through the connection through hole and with the bottom of the hollow tube 2.
The connected mode of the base flange 8 and the hollow tube 2 can be threaded connection, ultrasonic bonding, thermofussion welding
Connect or glue bonding, in the present embodiment, be preferably threadedly coupled.
The Work condition analogue component is also including being inserted in the hollow tube 2, for importing coagulation into the hollow tube 2
The passage 1 of soil, the caliber of the passage 1 is less than the caliber of the hollow tube 2, and the length of the passage 1 is more than described
The length of hollow tube 2, the bottom the week side of boss of the passage 1 offers at least one, is easy to the breach of concrete outflow.
The outer circumferential side of hollow tube 2 has been provided with the fixed mount 3 of support limit effect, the upper end of the fixed mount 3 and institute
State that hollow tube 2 is fixedly connected, lower end is connected with the upper surface of the equipment platform 5.Herein you need to add is that, the fixation
The lower end of frame 3 only needs to ensure to contact with the upper surface of the equipment platform 5, it is not required that the two is completely fixed connection.
Certainly, in order to further lift the using effect of the fixed mount 3, the upper surface of the fixed mount 3 and equipment platform 5 can be fixed
Connection.
The outer circumferential side of hollow tube 2 is additionally provided with least one, described hollow for being protected during filling concrete
The explosion-proof constraint hoop 4 of pipe 2, the explosion-proof constraint hoop 4 matches with the hollow tube 2.
The bottom of the base flange 8 is fixedly installed the discharge valve 9 for discharging the inner concrete of hollow tube 2.
The discharge valve 9 can be manually or automatically, in the present embodiment, it is contemplated that actual using effect and processing cost, institute
It is preferably manual ball valve to state discharge valve 9.
The support movable component includes multiple universal wheels 10, and multiple universal wheels 10 are distributed in the bottom of support frame as described above 6
Portion.In the present embodiment, the support movable component includes four universal wheels 10, is distributed in the bottom of support frame as described above 6.
It should be noted that the monitoring device can be all kinds of monitorings, the test device used in work progress,
In the present embodiment, the monitoring device is concrete composition marking apparatus or the superfilled monitoring device of bored concrete pile.The concrete composition
Marking apparatus or the superfilled monitoring device of bored concrete pile include a monitoring sensor, specification and the hollow tube of the monitoring sensor
2 match.When carrying out static state, dynamic experiment, the monitoring sensor can be stretched into the hollow tube 2.
The use process of the present invention just is expanded on further for above-mentioned static, two kinds of assay formats of dynamic below：
First, the Work condition analogue component in the present apparatus is integrally drenched using water pipe, can then carries out concrete parameters detection
Experiment.
Static experiment process, monitoring sensor is fixedly installed in hollow tube 2, then concrete is poured into the hollow tube
In 2, until not having the monitoring sensor, the numerical value of the monitoring sensor feedback is then collected and observed.
Dynamic experiment process, monitoring sensor is fixedly installed in the hollow tube 2, then in the hollow tube 2
The slime water of building-site is poured into, is stopped when being full of about 1/2 volume in the hollow tube 2 to slime water.Then led described
Expects pipe 1 is inserted in the hollow tube 2, and concrete is poured slowly into the passage 1, and the gravity using concrete itself makes
The slow lifting of slime water is obtained in the hollow tube 2, until not having the monitoring sensor, then collects and observes in whole process
The numerical value of the monitoring sensor feedback.
After experiment terminates, the monitoring sensor is taken out, and opens discharge valve 9, by the concrete in the hollow tube 2
Discharge, is finally cleaned to equipment, waits subsequent operation.
The present invention has fully simulated construction pile foundation scene, is that the every concrete parameters test experience subsequently carried out is carried
Facility is supplied.By the present invention, user can carry out continual static, dynamic experiment, collect substantial amounts of experimental data, and
Demarcation numerical value the most accurate is drawn after big data analysis is carried out.Meanwhile, the present invention and the suitabilities of other relevant devices are good,
All kinds of perfusions monitoring sensor arrived used in highly versatile, work progress can by data acquisition of the present invention and
Calibration detection.In addition, the present invention can by the combination to current material and equipment, repacking and obtain, device manufacturing cost compared with
It is low, so as to be laid the foundation for its follow-up popularization and application.
In summary, using effect of the present invention is good, highly versatile, low cost of manufacture, using and promoting with very high
Value.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit and essential characteristics of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention, and any reference in claim should not be considered as to the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (9)
1. a kind of concrete parameters test experience device, matches with monitoring device, it is characterised in that：Including equipment supporter, use
It is described in the Work condition analogue component at construction simulation pile foundation scene and for providing easily support movable component for device activity
Work condition analogue component and support movable component are fixedly connected with the equipment supporter, the Work condition analogue component and the monitoring
Monitoring sensor in equipment matches, the two coordinates completion concrete parameters test experience.
2. concrete parameters test experience device according to claim 1, it is characterised in that：The equipment supporter includes setting
Standby platform（5）And many be fixedly installed on the equipment platform（5）The support frame of lower section（6）, the equipment platform（5）It is upper solid
Surely multiple lifting suspension ring are provided with（7）.
3. concrete parameters test experience device according to claim 2, it is characterised in that：The Work condition analogue component bag
Include the hollow tube for simulating pile foundation filling process Hole（2）, the equipment platform（5）On offer and the hollow tube
（2）The connection through hole matched, the hollow tube（2）By base flange（8）With the equipment platform（5）It is fixedly connected, institute
State base flange（8）Through it is described connection through hole and with the hollow tube（2）Bottom be fixedly connected.
4. concrete parameters test experience device according to claim 3, it is characterised in that：The Work condition analogue component is also
Including being inserted in the hollow tube（2）It is interior, for the hollow tube（2）The interior passage for importing concrete（1）, the guide
Pipe（1）Caliber be less than the hollow tube（2）Caliber, the passage（1）Length be more than the hollow tube（2）Length
Degree, the passage（1）Bottom the week side of boss offer at least one, be easy to concrete flow out breach.
5. concrete parameters test experience device according to claim 3, it is characterised in that：The hollow tube（2）Periphery
Side has been provided with the fixed mount of support limit effect（3）, the fixed mount（3）Upper end and the hollow tube（2）Be fixedly connected,
Lower end and the equipment platform（5）Upper surface be connected.
6. concrete parameters test experience device according to claim 3, it is characterised in that：The hollow tube（2）Periphery
Side is additionally provided with least one, for protecting the hollow tube during filling concrete（2）Explosion-proof constraint hoop（4）, institute
State explosion-proof constraint hoop（4）With the hollow tube（2）Match.
7. concrete parameters test experience device according to claim 3, it is characterised in that：The base flange（8）'s
Bottom is fixedly installed for discharging the hollow tube（2）The discharge valve of inner concrete（9）.
8. concrete parameters test experience device according to claim 2, it is characterised in that：The support movable component bag
Include multiple universal wheels（10）, multiple universal wheels（10）It is distributed in support frame as described above（6）Bottom.
9. concrete parameters test experience device according to claim 1, it is characterised in that：The monitoring device is coagulation
The superfilled monitoring device of native composition marking apparatus or bored concrete pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205177.9A CN106948385A (en) | 2017-03-31 | 2017-03-31 | Concrete parameters test experience device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205177.9A CN106948385A (en) | 2017-03-31 | 2017-03-31 | Concrete parameters test experience device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106948385A true CN106948385A (en) | 2017-07-14 |
Family
ID=59475769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710205177.9A Pending CN106948385A (en) | 2017-03-31 | 2017-03-31 | Concrete parameters test experience device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106948385A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1566544A (en) * | 2003-06-16 | 2005-01-19 | 陈彦平 | Method for monitoring pile foundation construction quality and reinforcing pile foundation by electric exploring method |
| CN205134392U (en) * | 2015-08-12 | 2016-04-06 | 河海大学 | Chemistry electric osmose method is united pile foundation and is consolidated side slope model test device |
| CN105696632A (en) * | 2016-02-01 | 2016-06-22 | 河南理工大学 | Transparent soil model test device for mining area pile foundation bearing force and test method |
| CN105937242A (en) * | 2016-06-29 | 2016-09-14 | 江苏中海昇物联科技有限公司 | Filling control device for concrete filling pile and using method of filling control device |
| CN106013160A (en) * | 2016-06-29 | 2016-10-12 | 江苏中海昇物联科技有限公司 | Cast-in-place concrete pile grouting height control device and using method thereof |
| CN206752534U (en) * | 2017-03-31 | 2017-12-15 | 江苏中海昇物联科技有限公司 | Concrete parameters test experience device |
-
2017
- 2017-03-31 CN CN201710205177.9A patent/CN106948385A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1566544A (en) * | 2003-06-16 | 2005-01-19 | 陈彦平 | Method for monitoring pile foundation construction quality and reinforcing pile foundation by electric exploring method |
| CN205134392U (en) * | 2015-08-12 | 2016-04-06 | 河海大学 | Chemistry electric osmose method is united pile foundation and is consolidated side slope model test device |
| CN105696632A (en) * | 2016-02-01 | 2016-06-22 | 河南理工大学 | Transparent soil model test device for mining area pile foundation bearing force and test method |
| CN105937242A (en) * | 2016-06-29 | 2016-09-14 | 江苏中海昇物联科技有限公司 | Filling control device for concrete filling pile and using method of filling control device |
| CN106013160A (en) * | 2016-06-29 | 2016-10-12 | 江苏中海昇物联科技有限公司 | Cast-in-place concrete pile grouting height control device and using method thereof |
| CN206752534U (en) * | 2017-03-31 | 2017-12-15 | 江苏中海昇物联科技有限公司 | Concrete parameters test experience device |
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| 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 |
Application publication date: 20170714 |
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| RJ01 | Rejection of invention patent application after publication |