CN203465004U - Concrete discharging temperature detector - Google Patents
Concrete discharging temperature detector Download PDFInfo
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- CN203465004U CN203465004U CN201320493689.7U CN201320493689U CN203465004U CN 203465004 U CN203465004 U CN 203465004U CN 201320493689 U CN201320493689 U CN 201320493689U CN 203465004 U CN203465004 U CN 203465004U
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- concrete
- temperature
- discharge hopper
- monitor station
- infrared thermometry
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Abstract
The utility model relates to a concrete discharging temperature detector, which belongs to the field of building material detection equipment, and aims at accurately and rapidly detecting the concrete discharging temperature. The concrete discharging temperature detector comprises a discharging bucket, and a detection bench and a temperature measuring mechanism arranged on the inner wall of the discharging bucket, wherein the temperature measuring mechanism is connected with the detection bench. When concrete is discharged from a discharge port, concrete on the detection bench flows more slowly than concrete on the wall of the discharging bucket due to obstruction of the detection bench, and the temperature measuring mechanism is connected with the detection bench to detect the temperature of the concrete. The concrete discharging temperature detector is accurate in detection, high in temperature response speed, and rapid in temperature measurement; and can be applied to rapid detection for concrete temperature after concrete mixing is completed.
Description
Technical field
The utility model relates to building materials checkout equipment field, especially a kind of concrete out-of-machine temperature pick-up unit.
Background technology
Concrete is to do Binder Materials with cement, and sand, masonry gather materials, and coordinates by a certain percentage with water, additive, through stirring, moulding, maintenance and obtain, is one of contemporary topmost civil engineering material.Concrete temperature is the important indicator that concrete production is controlled, and the too high easy generation thermal cracking of temperature causes structural failure, and temperature too low concrete hydration rate is too slow, causes concrete strength to increase very slow, there will be even in early days frost damage.Concrete out-of-machine temperature is directly connected to concrete molding temperature, and therefore controlling concrete out-of-machine temperature is in time the control emphasis of concrete production, and the concrete out-of-machine temperature of fast detecting is to instructing concrete production that favourable guarantee is provided.
Traditional concrete temperature measuring device, is that thermal resistance is fixed on the chute wearing plate of concrete mixer, measures the temperature of fresh concrete by heat conducting principle.Common concrete mixing time is very short; in the scope of 30～120 seconds; the chute walls of concrete mixer is thicker; environment temperature and concrete temperature gap are less; heat conducting speed is slower; such device is difficult to the temperature of reflection fresh concrete in time, thus the measuring error of bringing, and finally cause unnecessary loss.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of pick-up unit of accurate fast detecting concrete out-of-machine temperature.
The utility model solves the technical scheme that its technical matters adopts: concrete out-of-machine temperature pick-up unit, and comprise discharge hopper, and be arranged at monitor station and temperature measuring mechanism on discharge hopper inwall, temperature measuring mechanism is connected with monitor station.
Be further, temperature measuring mechanism consists of temperature tube and infrared thermometry device, the entrance point of temperature tube is arranged on discharge hopper inwall, the endpiece of temperature tube extends to the horizontal level at the outer and endpiece place of discharge hopper higher than the horizontal level of entrance point, and infrared thermometry device is arranged at endpiece and infrared thermometry device is connected by infrared detection ray with monitor station.
Further, temperature tube is straight tube, and the axis of temperature tube is through the wall of discharge hopper.
Further, described monitor station comprises detection faces and supporting surface, and the mid point of detection faces and discharge hopper intersection is a P, the line between infrared thermometry device and described P point and the axes intersect of discharge hopper.
Further, the angle α of the line between infrared thermometry device and P point and surface level is 5 °～30 °.
Further, the scope of infrared thermometry device response time is 1ms～500ms.
Further, the width A that the P point in detection faces is detection faces to the bee-line of detection faces and supporting surface boundary line, the diameter of discharge hopper discharging opening is D, the span of A/D is 1/20～1/2.
Further, the angle γ of detection faces and surface level is-10 °～30 °.
Further, the angle β between the supporting surface of monitor station and discharge hopper central axis is-60 °～60 °.
The beneficial effects of the utility model are: the concrete being stirred is by the blanking hatch door of stirring machine, buffer action by discharge hopper is put in concrete transportation tank car, during concrete process discharge hopper, speed is very fast, due to the inhibition of monitor station, the concrete on monitor station can flow slower than the concrete on discharge hopper wall.Now, temperature measuring mechanism is connected with monitor station, and the infrared thermometry device response time, can the fine detection of carrying out concrete temperature much smaller than concrete residence time on monitor station.Such structure detection is accurate, and temperature-responsive speed is fast, and thermometric is quick.The utility model can be applied to concrete-agitating finish after, concrete temperature is carried out to the occasion of fast detecting.
Accompanying drawing explanation
Fig. 1 is schematic diagram of the present utility model.
Fig. 2 is vertical view of the present utility model.
In figure, be labeled as: discharge hopper 1, charging aperture 11, discharging opening 12, temperature measuring mechanism 2, temperature tube 21, entrance point 211, endpiece 212, infrared thermometry device 22, monitor station 3, detection faces 31, supporting surface 32.
Embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Concrete out-of-machine temperature pick-up unit as shown in Figure 1 and Figure 2, comprises discharge hopper 1, and is arranged at monitor station 3 and temperature measuring mechanism 2 on discharge hopper 1 inwall, and temperature measuring mechanism 2 is connected with monitor station 3.
The concrete being stirred is by the blanking hatch door of stirring machine, buffer action by discharge hopper 1 is put in concrete transportation tank car, during concrete process discharge hopper 1, speed is very fast, and due to the inhibition of monitor station 3, the concrete on monitor station 3 can flow slower than the concrete on discharge hopper 1 wall.Now, temperature measuring mechanism 2 is connected with monitor station 3, and 22 response times of infrared thermometry device in the 3 upper residence time of monitor station, can be carried out the detection of concrete temperature on monitor station 3 much smaller than concrete, fast and accurately, can finely measure and discharge concrete temperature.
In order to guarantee to detect under the prerequisite of quality, simplify the structure of temperature measuring mechanism 2, temperature measuring mechanism 2 consists of temperature tube 21 and infrared thermometry device 22, the entrance point 211 of temperature tube 21 is arranged on discharge hopper 1 inwall, the endpiece 212 of temperature tube 21 extends to the horizontal level at outer and endpiece 212 places of discharge hopper 1 higher than the horizontal level of entrance point 211, and infrared thermometry device 22 is arranged at endpiece 212 and infrared thermometry device 22 is connected by infrared detection ray with monitor station 3.The horizontal level at temperature tube 21 endpiece 212 places, higher than the horizontal level of entrance point 211, is flow into and infrared thermometry device 22 is destroyed along temperature tube 21 for fear of concrete.Infrared thermometry device 22 with by concrete temperature on acquisition testing platform 3, carry out the detection of temperature.
On the basis of such scheme, in order to prevent from pouring concrete into, the concrete splashing destroys infrared thermometry device 22, can select temperature tube 21 for straight tube, and the axis of temperature tube 21 is through the wall of discharge hopper 1.Straight tube need be only general siphunculus, and the axis of temperature tube 21 is through the wall of discharge hopper 1, can be away from the axis of discharge hopper 1 so be arranged on the infrared thermometry device 22 of temperature tube 21 upper outlet ends 212, and away from the concrete of toppling over from top to bottom.
For the infrared-ray that allows infrared thermometry device 22 detect more abundant, improve Detection accuracy, can select such scheme: described monitor station 3 comprises detection faces 31 and supporting surface 32, detection faces 31 is some P, the line between infrared thermometry device 22 and described P point and the axes intersect of discharge hopper 1 with the mid point of discharge hopper 1 intersection.By allowing monitor station 3 and infrared thermometry device 22 be distributed in the plane coplanar with discharge hopper 1 axis, infrared thermometry device 22 can, over against the concrete on monitor station 3, gather abundanter concrete infrared energy.
Especially, when practical application, should note the state of designed concrete on monitor station 3.Concretely: the optical resolution of infrared thermometry device 22 equals L divided by the visual field S of infrared thermometry device 22.As shown in Figure 1, L refers to the air line distance that infrared thermometry device 22 to P is ordered, and visual field S refers to that infrared thermometry device 22 gathers the diameter of infrared energy passage sections, i.e. infrared thermometry device 22 optical resolution η=L/S.The S that is greater than that should guarantee designed concrete diameter d on test board, S/d is preferably less than 0.8, is further preferably less than 0.6, is particularly preferably less than 0.5.Therefore when choosing infrared thermometry device 22, should be in conjunction with concrete concrete parameter to be detected, and the structure of monitor station 3 is carried out concrete analysis.
Line between infrared thermometry device 22 and P point and the angle α of surface level are 5 °～30 °.When concrete application, the too little concrete of α easily enters testing tube, causes testing tube to stop up, and α causes too greatly infrared thermometry device 22 excessive to designed concrete distance, need to improve the optical resolution of infrared thermometry device 22.α can be 5 °～30 °, preferably 10 °～20 ° conventionally.
The scope of 22 response times of infrared thermometry device is 1ms～500ms, this is to detect in conjunction with infrared thermometry device 22 the reasonable response time that designed concrete draws, when specifically choosing, the response time is generally 1ms～500ms, preferred 1ms～100ms, particularly preferably 1ms～10ms.
P point in detection faces 31 is the width A of detection faces 31 to detection faces 31 with the bee-line of supporting surface 32 boundary lines, and the diameter of the discharging opening 12 of discharge hopper 1 is D, and the span of A/D is 1/20～1/2.The size of described monitor station 3 should guarantee to have enough designed concretes to stop, by adjusting the width A of monitor station 3, A is too little can not ensure enough designed concrete stops for 22 detections of infrared thermometry device, A is too large, and the designed concrete stopping is too many, affect the discharging of whole tray concrete, even can cause concrete to stop up discharging opening 12.A can be 1/20～1/2 of discharging opening 12 diameter D conventionally, and preferably 1/10～1/3, particularly preferably 1/8～1/4.
Detection faces 31 is-10 °～30 ° with the angle γ of surface level.The angle of described monitor station 3 planes and surface level is γ, γ too the general objective concrete residence time too short, γ is too little or easily pile up for negative designed concrete, γ is generally-10 °～30 °, preferably-5～15 °.The negative angle is here the angle that monitor station 3 planes are with respect to the horizontal plane rotated counterclockwise formation.
Angle β between the supporting surface 32 of monitor station 3 and discharge hopper 1 central axis is-60 °～60 °.The supporting surface 32 of described monitor station 3 is β with the angle of discharge hopper 1 central axis, and β is excessive easily causes concrete buildup on monitor station 3, and β is too small easily causes the designed concrete residence time too short, and infrared thermometry device 22 cannot be measured temperature in time.β is generally-60 °～60 °, and preferably-30 °～30 °, particularly preferably 0 °.
When temperature tube 21 inner accumulated have concrete, dust and affect the test of infrared thermometry device 22, by infrared thermometry device 22 from temperature tube 21 is pulled down, temperature tube 21 and infrared thermometry device 22 are cleared up, the concrete removing residues in temperature tube 21 is fallen, the Sensor section of infrared thermometry device 22 is stained with to deionized water cleaning with cotton swab.
Embodiment:
In conjunction with such scheme, below by embodiment, further introduce.
30 concrete out-of-machine temperatures of random test, use the present embodiment and manually in discharging opening 12 samplings, use mercury microthermometer contrast test data as table 1
Table 1 temperature test Data Comparison list position (℃)
| Number of |
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| Embodiment | 28.5 | 32.1 | 28.6 | 29.3 | 32.6 | 26.5 | 27.2 | 29.3 | 28.8 | 32.4 |
| Mercury thermometer | 28.4 | 32.0 | 28.7 | 29.2 | 32.5 | 26.4 | 27.0 | 29.3 | 28.7 | 32.1 |
| Number of |
11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 |
| Embodiment | 34.0 | 33.0 | 32.5 | 31.2 | 30.5 | 33.0 | 29.8 | 34.8 | 31.1 | 21.1 |
| Mercury thermometer | 33.8 | 32.8 | 32.4 | 31.2 | 30.6 | 32.8 | 29.5 | 34.8 | 31.0 | 21.2 |
| Number of times | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 |
| Embodiment | 22.0 | 25.2 | 24.8 | 31.0 | 32.5 | 33.6 | 34.5 | 32.1 | 32.4 | 33.5 |
| Mercury thermometer | 22.1 | 25.1 | 24.6 | 31.2 | 32.4 | 33.4 | 34.2 | 32.0 | 32.4 | 33.3 |
The data of the present embodiment test are suitable with the artificial data with the test of mercury microthermometer, error≤0.3 ℃.
By Data Comparison, can show that the utility model can test out concrete out-of-machine temperature fast and accurately.
Claims (9)
1. concrete out-of-machine temperature pick-up unit, is characterized in that: comprise discharge hopper (1), and be arranged at monitor station (3) and temperature measuring mechanism (2) on discharge hopper (1) inwall, temperature measuring mechanism (2) is connected with monitor station (3).
2. concrete out-of-machine temperature pick-up unit as claimed in claim 1, it is characterized in that: temperature measuring mechanism (2) consists of temperature tube (21) and infrared thermometry device (22), the entrance point (211) of temperature tube (21) is arranged on discharge hopper (1) inwall, the endpiece (212) of temperature tube (21) extends to the horizontal level at outer and endpiece (212) place of discharge hopper (1) higher than the horizontal level of entrance point (211), infrared thermometry device (22) is arranged at endpiece (212) and infrared thermometry device (22) is connected by infrared detection ray with monitor station (3).
3. concrete out-of-machine temperature pick-up unit as claimed in claim 2, is characterized in that: temperature tube (21) is straight tube, and the axis of temperature tube (21) is through the wall of discharge hopper (1).
4. concrete out-of-machine temperature pick-up unit as claimed in claim 3, it is characterized in that: described monitor station (3) comprises detection faces (31) and supporting surface (32), detection faces (31) is a P, the line between infrared thermometry device (22) and described P point and the axes intersect of discharge hopper (1) with the mid point of discharge hopper (1) intersection.
5. concrete out-of-machine temperature pick-up unit as claimed in claim 4, is characterized in that: the line between infrared thermometry device (22) and P point and the angle α of surface level are 5 °～30 °.
6. the concrete out-of-machine temperature pick-up unit as described in claim 4 or 5, is characterized in that: the scope of infrared thermometry device (22) response time is 1ms～500ms.
7. the concrete out-of-machine temperature pick-up unit as described in claim 4 or 5, it is characterized in that: the P point in detection faces (31) is the width A of detection faces (31) to detection faces (31) with the bee-line of supporting surface (32) boundary line, the diameter of the discharging opening (12) of discharge hopper (1) is D, and the span of A/D is 1/20～1/2.
8. the concrete out-of-machine temperature pick-up unit as described in claim 4 or 5, is characterized in that: detection faces (31) is-10 °～30 ° with the angle γ of surface level.
9. the concrete out-of-machine temperature pick-up unit as described in claim 4 or 5, is characterized in that: the angle β between the supporting surface (32) of monitor station (3) and discharge hopper (1) central axis is-60 °～60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320493689.7U CN203465004U (en) | 2013-08-13 | 2013-08-13 | Concrete discharging temperature detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320493689.7U CN203465004U (en) | 2013-08-13 | 2013-08-13 | Concrete discharging temperature detector |
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| Publication Number | Publication Date |
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| CN203465004U true CN203465004U (en) | 2014-03-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320493689.7U Expired - Lifetime CN203465004U (en) | 2013-08-13 | 2013-08-13 | Concrete discharging temperature detector |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976315A (en) * | 2019-12-18 | 2021-06-18 | 山西大地华基建材科技有限公司 | Dry-mixed mortar production system |
| CN113124700A (en) * | 2021-04-27 | 2021-07-16 | 中国电建集团江西装备有限公司 | Fused salt energy storage and heat exchange device and operation method thereof |
| CN115871109A (en) * | 2022-12-15 | 2023-03-31 | 中铁大桥局集团有限公司 | Mixing station concrete intelligent temperature adjusting system and method |
-
2013
- 2013-08-13 CN CN201320493689.7U patent/CN203465004U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976315A (en) * | 2019-12-18 | 2021-06-18 | 山西大地华基建材科技有限公司 | Dry-mixed mortar production system |
| CN113124700A (en) * | 2021-04-27 | 2021-07-16 | 中国电建集团江西装备有限公司 | Fused salt energy storage and heat exchange device and operation method thereof |
| CN113124700B (en) * | 2021-04-27 | 2022-05-13 | 中国电建集团江西装备有限公司 | Fused salt energy storage and heat exchange device and operation method thereof |
| CN115871109A (en) * | 2022-12-15 | 2023-03-31 | 中铁大桥局集团有限公司 | Mixing station concrete intelligent temperature adjusting system and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: XINTONGLING BUILDING MATERIALS GROUP CO., LTD. Free format text: FORMER NAME: SICHUAN XINTONGLING BUILDING MATERIAL TECHNOLOGY CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: Zheng Zhen new street 620562 benevolence county of Meishan City, Sichuan Province dragon No. 279 Patentee after: XINTONGLING BUILDING MATERIAL GROUP CO.,LTD. Address before: Zheng Zhen new street 620562 benevolence county of Meishan City, Sichuan Province dragon No. 279 Patentee before: SICHUAN XINTONGLING BUILDING MATERIALS TECHNOLOGY CO.,LTD. |
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| CX01 | Expiry of patent term |
Granted publication date: 20140305 |
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| CX01 | Expiry of patent term |