KR20100031237A - A solidity measuring instrument of concrete - Google Patents
A solidity measuring instrument of concrete Download PDFInfo
- Publication number
- KR20100031237A KR20100031237A KR1020080090229A KR20080090229A KR20100031237A KR 20100031237 A KR20100031237 A KR 20100031237A KR 1020080090229 A KR1020080090229 A KR 1020080090229A KR 20080090229 A KR20080090229 A KR 20080090229A KR 20100031237 A KR20100031237 A KR 20100031237A
- Authority
- KR
- South Korea
- Prior art keywords
- temperature
- concrete
- strength
- unit
- temperature sensor
- Prior art date
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- 230000010354 integration Effects 0.000 claims description 26
- 238000005259 measurement Methods 0.000 claims description 18
- 230000005540 biological transmission Effects 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 12
- 238000006243 chemical reaction Methods 0.000 claims description 9
- 239000004973 liquid crystal related substance Substances 0.000 claims description 9
- 238000009529 body temperature measurement Methods 0.000 claims description 7
- 238000001723 curing Methods 0.000 description 47
- 238000010276 construction Methods 0.000 description 17
- 238000009415 formwork Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 8
- 238000012360 testing method Methods 0.000 description 5
- 238000004904 shortening Methods 0.000 description 4
- 230000001186 cumulative effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 239000000306 component Substances 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01K—MEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
- G01K13/00—Thermometers specially adapted for specific purposes
-
- 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; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
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- Chemical & Material Sciences (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ceramic Engineering (AREA)
- Food Science & Technology (AREA)
- Medicinal Chemistry (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Immunology (AREA)
- Pathology (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
The present invention relates to a concrete strength measuring device, and more specifically, by using the measured cumulative temperature (hereinafter referred to as "accumulation temperature") to predict the early strength of the initial structure of the construction and through this the optimum curing period of the structure to calculate the shortest The present invention relates to a concrete strength meter capable of suggesting when to remove the mold.
In order to satisfy the three-day process in the field during the construction of high-rise structures that are being built in recent years, it is used as a criterion for determining the time to remove the mold by determining the early strength of concrete such as 18 hours and 24 hours. In this case, the early strength of the concrete to be measured is a basic element for evaluating the safety during the next construction of the structure, and is essential not only to prevent a safety accident during construction, but also to be a basic factor for evaluating the properties of the later strength expression.
The early strength of concrete is considered as a very important data as a criterion for eliminating the mold during the construction of high-rise structures.However, the curing method of the specimens for the measurement of early strength is mainly cured in the atmosphere, so the experimental values of the specimens and the actual Since the strength is different due to the influence of the outside temperature, the strength evaluation of the actual structure may be inaccurate. As such, if the strength result determined by other conditions is different from the strength of the actual structure and the required strength is insufficient, it may lead to a problem of safety accident at the next construction.
Therefore, in the field, by checking the strength of the structure concrete early and demolding the formwork at the earliest time, there are various methods to prevent safety accidents during construction and to secure economic feasibility by shortening the construction period and improve the durability of the structure. Is trying.
One of the methods introduced as an early estimation method of the strength of concrete structures is the method of estimating concrete strength using integration temperature (Maturity).
The strength of concrete is a curing period that is closely related to the curing temperature of the concrete and the curing temperature of the concrete. The cumulative temperature of the curing age and the curing temperature of the concrete is accumulated temperature. The strength of the concrete afterwards can be inferred.
However, the early estimation of the concrete strength using the integrated integration temperature is recorded by the operator measuring the curing temperature of the concrete daily using a temperature measuring instrument at the construction site, and calculating the integrated temperature using the recorded temperature according to the curing period. Since the strength of the concrete must be estimated, not only the work was very inconvenient but also difficult to accurately estimate the strength.
In addition, when experimenting with the integration temperature, due to many variables, the three or more regression equations were calculated according to each age, there was a problem that is quite difficult to use in the field.
Accordingly, it is an object of the present invention to provide a concrete strength measuring device that can easily calculate the integration temperature and early strength of concrete.
Accordingly, by accurately checking the strength of the structure concrete early and demolding the formwork at the earliest time, it is possible to prevent safety accidents during construction and to secure economics and durability of the structure by shortening the construction period.
In addition, it is an object of the present invention to apply the integrated temperature to the early appearance of concrete, and experimented in several sites to show the relationship between the integrated temperature and the concrete strength in the case of the early age of the second age, the structure It is to provide a concrete strength meter that can confirm the early strength by temperature measurement.
According to the present invention, in the concrete strength meter, the temperature sensor for measuring the curing temperature of the concrete, the operation unit for setting the constant value for power on and off and the measurement conditions and strength conversion of the temperature sensor, and the temperature An operation unit for calculating the integration temperature and early strength of the concrete based on the temperature value transmitted from the sensor and the conditions set in the operation unit, the temperature value measured by the temperature sensor and the integration temperature and early of the concrete calculated by the operation unit It is achieved by a concrete strength meter, characterized in that it has an output unit for outputting strength.
Here, the operation unit has a time setting button for setting the temperature measurement time of the temperature sensor at predetermined time intervals and a constant input button for inputting a constant value when converting the intensity, the operation unit has a temperature sensor at a predetermined time interval set in the operation unit Accumulation temperature is calculated by accumulating the curing temperature of the concrete delivered from, and it is preferable to obtain the early strength of the concrete based on the calculated integration temperature.
In addition, it is effective to have a liquid crystal display that displays at least the temperature value measured by the temperature sensor in real time, and a printer that outputs the temperature value measured by the temperature sensor, the accumulated temperature, and the early strength of the concrete as a data sheet.
On the other hand, the above object is, according to another aspect of the present invention, in the concrete strength meter, the temperature sensor for measuring the curing temperature of the concrete, the transmission side operation unit for setting the power on and off and the measurement conditions of the temperature sensor, and the temperature A temperature measuring unit having a transmitting unit which wirelessly transmits the temperature value measured by the sensor to the outside; A receiver for wirelessly receiving the temperature value transmitted from the transmitter, an operation unit for setting a constant value for strength conversion, curing temperature of the concrete transmitted through the receiver and the setting conditions of the concrete The concrete strength measuring device comprising a measuring base unit having an calculating unit for calculating the integrated temperature and early strength, and an output unit for outputting the integrated temperature and the early strength of the concrete value calculated by the calculating unit and the temperature value transmitted to the receiving unit. Is also achieved.
Here, the measurement main body is provided with an operation unit for turning on and off the power of the measurement main body, and setting the measurement conditions of the temperature sensor to be interlocked with the transmission side operation unit; The transmission side manipulation section and the manipulation section have a time setting button for setting a temperature measurement time of the temperature sensor at predetermined time intervals; It is preferable that the calculation unit accumulates the curing temperature of the concrete delivered to the receiving unit at predetermined time intervals set by the transmitting side operation unit and the operation unit to calculate the integration temperature, and obtain the early strength of the concrete based on the calculated integration temperature. .
In addition, it is effective that the output unit has a liquid crystal display which displays at least the temperature value received by the receiver in real time, and a printer which outputs the temperature value received by the receiver, the accumulated temperature and the early strength of the concrete as a data sheet.
In addition, the temperature measuring device is preferably provided with a display unit for displaying the curing temperature of the concrete measured by the temperature sensor.
Thereby, the concrete strength measuring machine which can calculate the integration temperature and early strength of concrete simply is provided.
In addition, by using this to accurately confirm the strength of the structure concrete early and demoulding the formwork at the earliest time, it is possible to prevent the safety accidents during construction, as well as to secure the economics and durability of the structure by shortening the construction period.
Hereinafter, with reference to the accompanying drawings will be described in detail with respect to the present invention.
1 is a simplified perspective view of a concrete strength meter according to a first embodiment of the present invention, FIG. 2 is a state diagram of use of the concrete strength meter of FIG. 1, and FIG. 3 is a control block diagram of the concrete strength meter of FIG. 1. As shown in these drawings, the
The
The measuring
The inside of the measuring
Although not shown, the measuring
In addition, it is preferable that a battery storage space for accommodating the battery as the
The
On the other hand, the
The integrated temperature calculated by the calculating
M = ∑ (θ + A) Δt Equation-1
Where M is the integration temperature, where unit is '℃' or '℃', Δt is the time to measure the average curing temperature, and 'hour' or 'day', θ is the average concrete curing temperature during Δt time, A Is an integer between 10 and 15)
In addition, the
For example, if the constant values determined by mock-up test and pre-compressive strength test are 0.0075 and -1.2336 according to the different formulations, materials and components used for each site, the early strength of concrete is given in Equation-2 below. It can be estimated by
Y = (0.0075M) + (-1.2336) Equation-2
Where Y is the concrete early strength estimate, M is the cumulative temperature of Equation-1, and 0.0075 and -1.2336 are determined by mock-up and pre-compressive strength tests as the formulations, materials, and components used differ from site to site. Is a constant value)
Therefore, when the early strength of the concrete is determined by calculating the integration temperature for a predetermined time using the
On the other hand, the
The
The
On the other hand, the
The concrete
On the other hand, Figure 4 is a simplified perspective view of a concrete strength meter according to a second embodiment of the present invention, Figure 5 is a state diagram of the concrete early curing temperature meter of Figure 4, Figure 6 is a block diagram of the concrete strength meter of Figure 4 . As shown in these figures, the concrete strength measuring device 1 'according to the present embodiment wirelessly measures the temperature measurement value from the temperature measuring device 10' and the temperature measuring device 10 'for measuring the curing temperature of the concrete. Accumulated curing temperature of the transmitted and transmitted concrete has a
The temperature measuring device 10 'includes a temperature sensor 11' for measuring the curing temperature of the concrete, a transmission side control unit 13 'for setting constant values for driving and measuring conditions of the device and converting the strength, and a temperature sensor. A transmission unit 15 'for wirelessly transmitting the curing temperature of the concrete measured at 11' to the
The
In addition, the transmission side control unit 13 'is provided at an appropriate position in front of the temperature measuring instrument 10'. The configuration includes a
The transmission unit 15 'is a real-time measurement of the curing temperature of concrete measured by the temperature sensor 11' through a
In addition, the transmission
On the other hand, the measuring
The configuration of the measuring
The
As such, the concrete strength measuring device according to the present invention can calculate the demoulding time, such as formwork at the time when the worker has the optimum early concrete strength without obtaining the curing temperature recording and integration temperature and concrete strength of the concrete. Accordingly, it is very easy and quick to ensure safety and quality control when constructing concrete structures.
1 is a simplified perspective view of a concrete strength meter according to a first embodiment of the present invention,
2 is a state diagram using the concrete strength meter of FIG.
3 is a block diagram of the concrete strength meter of FIG.
4 is a simplified perspective view of a concrete strength meter according to a second embodiment of the present invention,
5 is a state diagram using the concrete strength meter of FIG.
6 is a block diagram of the concrete strength meter of FIG. 4.
* Explanation of symbols for the main parts of the drawings
10: temperature sensor 20: measuring body
30: control panel 31: power button
32: Input setting button 33: Time setting button
35: print drive button 40: calculator
50: output unit 51: contract display
53: printer 60: power supply
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020080090229A KR20100031237A (en) | 2008-09-12 | 2008-09-12 | A solidity measuring instrument of concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020080090229A KR20100031237A (en) | 2008-09-12 | 2008-09-12 | A solidity measuring instrument of concrete |
Publications (1)
Publication Number | Publication Date |
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KR20100031237A true KR20100031237A (en) | 2010-03-22 |
Family
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Family Applications (1)
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KR1020080090229A KR20100031237A (en) | 2008-09-12 | 2008-09-12 | A solidity measuring instrument of concrete |
Country Status (1)
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KR (1) | KR20100031237A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101486434B1 (en) * | 2013-04-16 | 2015-01-26 | 한국건설기술연구원 | Ultrasonic Test Apparatus for Determining Concrete Strength |
WO2023101529A1 (en) * | 2021-12-03 | 2023-06-08 | 김승범 | Concrete temperature measurement apparatus and concrete curing management system using same |
-
2008
- 2008-09-12 KR KR1020080090229A patent/KR20100031237A/en not_active Application Discontinuation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101486434B1 (en) * | 2013-04-16 | 2015-01-26 | 한국건설기술연구원 | Ultrasonic Test Apparatus for Determining Concrete Strength |
WO2023101529A1 (en) * | 2021-12-03 | 2023-06-08 | 김승범 | Concrete temperature measurement apparatus and concrete curing management system using same |
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