JP2011209023A - Method of manufacturing mortar or concrete, and method of estimating final adiabatic temperature rise amount of mortar or concrete - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a method of rapidly estimating a final adiabatic temperature rise amount in mortar or concrete.SOLUTION: The method of estimating a final adiabatic temperature rise amount of mortar or concrete includes a first process and a second process; in the first process, the result of powder X-ray diffraction of cement clinker or of cement containing such cement clinker is analyzed by a profile fitting method to acquire information on the crystal of clinker mineral contained in the cement clinker; and in the second process, the final adiabatic temperature rise amount is estimated of mortar or concrete acquired from cement containing the cement clinker.

Description

  The present invention relates to a method for producing mortar or concrete, and a method for predicting the final heat insulation temperature rise of mortar or concrete. More specifically, the present invention relates to a method and a manufacturing method for analyzing a powder X-ray diffraction result of cement by a profile fitting method and predicting an ultimate adiabatic temperature rise amount of mortar or concrete based on crystal information of a clinker mineral obtained therefrom.

In recent years, from the viewpoint of preventing temperature cracks in concrete, there is an increasing interest in controlling the heat insulation temperature rise characteristics. For this reason, it is thought that it is important to grasp the value of the final amount of increase in adiabatic temperature when concrete is produced using the manufactured cement. In the Japan Concrete Institute, it has been proposed to express the heat insulation rise characteristic of concrete by the following formula (Non-patent Document 1).
Q (t) = Q _∞ (1-exp (−γ (t−t ₀ )))
In the above formula, Q (t) indicates the amount of increase in the adiabatic temperature (° C.), Q _∞ indicates the amount of increase in the adiabatic temperature (° C.), t indicates the age (day), and t ₀ is the heat generation starting material. It indicates the age (day), and γ indicates a constant related to the rate of increase in adiabatic temperature.

  However, when investigating the adiabatic temperature rise characteristics of concrete by the conventional method using the above formula, it is necessary to prepare and measure a sample by kneading concrete. For this reason, a great deal of labor is required, and in the case of ordinary cement, the measurement takes three days. Under such circumstances, a method for predicting the adiabatic temperature rise characteristics of mortar has been proposed (see Non-Patent Document 2). Since this method does not require as much labor as the conventional method described above, it can be said to be a useful prediction method.

  By the way, Patent Document 1 proposes a method of analyzing a powder X-ray diffraction result of cement or cement clinker by a profile fitting method and predicting a change in cement quality based on crystal information obtained therefrom.

Japanese Patent Laid-Open No. 2005-214891

"Concrete Standard Specification [Construction] (2002)", Japan Society of Civil Engineers Eiji Maruya et al., “Development of Cement Quality Control Method Using Adiabatic Calorimeter for Small Samples”, Cement and Concrete Papers, No. 61, p. 86-92 (2007)

  When the adiabatic temperature rise characteristic is measured by the method described in Non-Patent Document 2 described above, it is necessary to measure until the temperature rise of the mortar becomes gentle. For this reason, it takes more than two days to measure the adiabatic temperature rise characteristics.

  On the other hand, the cement quality prediction method disclosed in Patent Document 1 predicts the setting time and mortar compressive strength of cement, and does not predict the adiabatic temperature rise characteristics of mortar or concrete.

  The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a prediction method capable of quickly predicting the final heat insulation temperature increase amount among the heat insulation temperature increase characteristics of mortar or concrete. To do. Moreover, it aims at providing the manufacturing method of mortar or concrete which improved durability by suppressing generation | occurrence | production of a crack etc.

  In order to achieve the above object, the present inventors have focused on the fact that the crystal information of the clinker mineral changes depending on the character of the cement. The crystal information of the clinker mineral and the final adiabatic temperature rise of the mortar or concrete using the cement. The relationship with quantity was analyzed. As a result, it was found that there is a close relationship between the crystal information of the clinker mineral and the final adiabatic temperature rise of mortar or concrete.

  That is, the present invention analyzes a powder X-ray diffraction result of a cement clinker or cement containing the cement clinker by a profile fitting method, and obtains crystal information of the clinker mineral contained in the cement clinker, And a second step of predicting the ultimate adiabatic temperature rise of the mortar or concrete obtained from the cement containing the cement clinker, and providing a method for predicting the ultimate adiabatic temperature rise of the mortar or concrete.

  According to the present invention, the final adiabatic temperature rise of mortar or concrete can be quickly predicted without preparing a sample for measuring the final adiabatic temperature rise of mortar or concrete.

  In the prediction method of the present invention, the profile fitting method in the first step is preferably a Rietveld analysis method or a WPF analysis method, and the crystal information is preferably the a-axis length of the ferrite phase.

  Thus, by using the Rietveld analysis method or the WPF analysis method, the powder X-ray diffraction result of cement can be analyzed in a shorter time. Further, by adopting the a-axis length (a-axis length) of the ferrite phase as the crystal information, the final adiabatic temperature rise amount of mortar or concrete can be predicted with high accuracy.

In the second step in the prediction method of the present invention, the following formula (1) obtained by regression analysis using the a-axis length of the ferrite phase as an independent variable and the measured value of the final adiabatic temperature rise as a dependent variable is used. It is preferable to predict the final adiabatic temperature rise of mortar or concrete.
(Adiabatic temperature rise Q _{∞ in the end} ) = A × (a-axis length of ferrite phase) + B (1)
In the above formula (1), the coefficient A is a numerical value in the range of −10000 to 0, the coefficient B is a numerical value in the range of 0 to 6000, and the a-axis length of the ferrite phase is 0.547 to 0.560 nm. .

  Thus, by using the above equation (1), which is a regression equation obtained by regression analysis of the measured values of the a-axis length of the ferrite phase and the actual adiabatic temperature rise, the final adiabatic temperature rise of the mortar or concrete Can be predicted with higher accuracy.

In the present invention, Na ₂ O content in the cement is preferably 0.10 to 0.40 wt%. If the content of Na ₂ O is in the above range, the final heat insulation temperature rise of mortar or concrete can be predicted with high accuracy.

  In the present invention, the first step of obtaining the crystal information of the clinker mineral contained in the cement clinker by analyzing the powder X-ray diffraction result of the cement clinker or the cement containing the cement clinker by the profile fitting method, and based on the crystal information. In addition, a second step of predicting the ultimate heat insulation temperature rise of mortar or concrete obtained from cement containing cement clinker, and a third step of kneading cement, aggregate, and water to obtain mortar or concrete, A method for producing mortar or concrete is provided.

  According to the method for producing mortar or concrete of the present invention, it is possible to easily produce mortar or concrete having a desired final adiabatic temperature rise. The mortar or concrete manufactured by such a manufacturing method can suppress generation | occurrence | production of a crack etc. fully by controlling the amount of final heat insulation temperature rises.

  ADVANTAGE OF THE INVENTION According to this invention, the prediction method which can estimate rapidly the heat insulation temperature rise amount of the ultimate mortar or concrete can be provided. Moreover, the manufacturing method of the mortar or concrete which improved durability can be provided by suppressing generation | occurrence | production of a crack etc.

The regression line obtained from the a-axis length of the ferrite phase (ferrite phase a) and the measured value of the ultimate adiabatic temperature rise, and the measured value of the ultimate adiabatic temperature rise of the mortar obtained from the cement having the ferrite phase, It is a graph which shows together.

  Hereinafter, a preferred embodiment according to the method for predicting the final heat insulation temperature rise of mortar or concrete according to the present invention will be described.

  The method for predicting the ultimate adiabatic temperature rise of mortar or concrete according to the present embodiment analyzes the powder X-ray diffraction result of cement clinker or cement containing cement clinker by the profile fitting method, and determines the clinker mineral content contained in the cement clinker. A first step of obtaining crystal information, and a second step of predicting the ultimate adiabatic temperature rise of mortar or concrete obtained from cement based on the crystal information. Details of each step will be described below.

  The first step is a step of obtaining crystal information of the clinker mineral contained in the cement clinker by analyzing the powder X-ray diffraction result of the cement clinker or the cement containing the cement clinker by the profile fitting method.

  The cement clinker is prepared by calcining a raw material obtained by blending at a predetermined ratio at least one raw material selected from the group consisting of limestone, meteorite, coal ash, blast furnace slag, construction generated soil, sewage sludge, and iron source. It is prepared by firing under conditions and cooling with a clinker cooler. In the prediction method of this embodiment, a known cement clinker can be used.

  Examples of the cement include various portland cements such as ordinary portland cement, early-strength portland cement, and moderately hot portland, including cement clinker, blast furnace cement, silica cement, fly ash cement and the like. Such cement is obtained, for example, by mixing and pulverizing cement clinker and gypsum. Below, an example of the manufacturing method of a cement clinker and cement is demonstrated.

  First, the raw materials of the cement clinker are prepared by mixing the raw materials of the above-mentioned cement clinker, for example, with a ball mill or the like. The raw material obtained by mixing in this way is fired using a suspension preheater, a rotary kiln, or the like. The firing temperature can be, for example, 1000 to 1500 ° C., and the residence time of the firing zone can be, for example, 20 minutes to 2 hours.

  For example, as a raw material basic unit of cement clinker, limestone is preferably 700 to 1400 kg / T-clinker, more preferably 800 to 1300 kg / T-clinker, and meteorite is preferably 40 to 150 kg / T-clinker, more preferably 50 ~ 120 kg / T-clinker, coal ash is preferably 0-200 kg / T-clinker, more preferably 50-150 kg / T-clinker, blast furnace slag is preferably 0-100 kg / T-clinker, more preferably 0-50 kg / T-clinker, iron source is preferably 30-80 kg / T-clinker, more preferably 40-60 kg / T-clinker, construction soil is preferably 0-100 kg / T-clinker, more preferably 20-80 kg / T-clinker and sewage sludge are preferred 0~100kg / T- clinker, and more preferably, to 30~70kg / T- clinker. In addition, "raw material basic unit" means the mass (kg / T-clinker) of each raw material used when manufacturing 1 ton of cement clinker.

  Next, the cement clinker and gypsum prepared as described above are mixed and pulverized to prepare cement. Mixing and pulverization can be performed using an ordinary pulverizer such as a ball mill and an ordinary classifier such as a separator. The mixing ratio of cement clinker and gypsum can also be a normal ratio. As gypsum, dihydrate gypsum, hemihydrate gypsum, or anhydrous gypsum can be used.

The cement clinker included in the cement includes an alite phase (C ₃ S), a belite phase (C ₂ S), an aluminate phase (C ₃ A), a ferrite phase (C ₄ AF) and the like as clinker minerals.

  From the viewpoint of further improving the prediction accuracy of the final adiabatic temperature rise amount of mortar or concrete, the composition of the clinker mineral is preferably 50 to 70% by mass, more preferably 50% in terms of Borg type conversion. It is -65 mass%. Further, from the same viewpoint, the content of the belite phase is 5 to 25% by mass, more preferably 10 to 25% by mass, and the content of the aluminate phase is 6 to 15% by mass, more preferably 8 to 13%. The content of the ferrite phase is 7 to 15% by mass, more preferably 8 to 12% by mass. Further, the content of the ferrite phase determined by Rietveld analysis of the powder X-ray diffraction result is preferably 3.5 to 11% by mass, more preferably 4.5 to 10% by mass, and still more preferably. Is 5.0-9.5 mass%. The composition of the clinker mineral can be controlled by changing the raw material intensity of the cement clinker and / or the firing conditions of the cement clinker.

From the viewpoint of predicting the final adiabatic temperature rise with higher accuracy, the content of Na ₂ O in the cement is preferably 0.10 to 0.40 mass%, more preferably 0.12 to 0.36. It is mass%, More preferably, it is 0.14-0.32 mass%, Most preferably, it is 0.16-0.28 mass%. If the content of Na ₂ O is in the above range, the final heat insulation temperature rise of mortar or concrete can be predicted with high accuracy.

The content of SO _{3 in} the cement is preferably 1.6 to 2.6% by mass, more preferably 1.7 to 2.5% by mass, and still more preferably 1.75 to 2.35% by mass. It is. The content of MgO in the cement is preferably 0.7 to 1.6% by mass, more preferably 0.8 to 1.5% by mass. Moreover, the content of R ₂ O is preferably 0.4 to 0.7% by mass, more preferably 0.45 to 0.60% by mass. In addition, all the chemical composition of the above-mentioned cement is a value measured according to JIS R 5202: 1998 “Chemical analysis method of Portland cement”.

  The crystal information obtained in the first step includes the parameters of the crystal structure of each clinker mineral described above. For example, the lattice constant (the lengths of the a-axis, b-axis, and c-axis, the angle at which each axis intersects), the lattice volume (volume of the unit lattice), and the like can be given.

  In order to obtain crystal information of the above clinker mineral, first, powder X-ray diffraction of cement or cement clinker is performed. For powder X-ray diffraction of cement, for example, a commercially available powder X-ray diffractometer may be used. Next, the powder X-ray diffraction result of the cement is analyzed by a profile fitting method. Examples of the profile fitting method include a Rietveld analysis method and a WPF analysis method. If the Rietveld analysis method or the WPF analysis method is used, the powder X-ray diffraction of cement or cement clinker can be analyzed in a shorter time.

  The second step is a step of predicting the final adiabatic temperature rise of mortar or concrete based on the crystal information of the clinker mineral obtained in the first step.

  The crystal information of the clinker mineral used in the second step is preferably the a-axis length of the ferrite phase, that is, the a-axis length. Since there is a close correlation between the a-axis length of the ferrite phase and the adiabatic temperature rise of the final mortar or concrete, by selecting the a-axis length of the ferrite phase as crystal information, the ultimate of mortar or concrete It is possible to predict the adiabatic temperature rise amount with high accuracy.

It is known that the heat insulation temperature rise characteristics of mortar and concrete are expressed by the following formula (2).
Q (t) = _Q∞ (1-exp (−γ (t−t ₀ ))) (2)
In formula (2), Q (t) indicates the amount of increase in the adiabatic temperature (° C.), Q _∞ indicates the amount of increase in the adiabatic temperature (° C.), t indicates the age (day), and t ₀ is the heat generation. The starting material age (days) is indicated, and γ indicates a constant relating to the rate of increase in adiabatic temperature.

  When measuring the final adiabatic temperature rise using an existing adiabatic calorimeter, as described in Non-Patent Document 2, for example, a predetermined amount of water and cement are mixed and further aggregate (for example, A small amount of mortar or concrete sample prepared by adding (sand) and kneading is placed in a sample container, and a thermocouple for measuring the sample temperature and controlling the temperature is inserted into the hole of the lid of the sample container. And it can measure by installing a sample container in a heat insulation container, putting in the test tank hold | maintained at fixed temperature, and hold | maintaining for several days.

In the prediction method of the present embodiment, the above formula (2) is used to calculate the Q _{∞ of} mortar or concrete (hereinafter referred to as the Q _∞ actual measurement value), and the measurement of the Q _∞ actual measurement value and the a-axis length of the ferrite phase. A regression analysis may be performed using the value, and Q _∞ may be predicted using the analysis result. The measured value of Q _∞ can be obtained from the obtained adiabatic temperature rise curve using a commercially available adiabatic calorimeter.

  On the other hand, the a-axis length of the ferrite phase in the clinker mineral of cement is obtained by performing powder X-ray diffraction of cement and analyzing the powder X-ray diffraction result by a profile fitting method such as Rietveld analysis or WPF analysis. it can.

Obtained ferrite phase a-axis length measurements independent variables, and a Q _∞ Found performs regression analysis as the dependent variable. The regression equation thus obtained is represented by the following equation (3).
(Adiabatic temperature rise Q _{∞ in the end} ) = A × (a-axis length of ferrite phase) + B (3)

  In the above formula (3), the coefficient A is a numerical value in the range of −10000 to 0, the coefficient B is a numerical value in the range of 0 to 6000, and the a-axis length of the ferrite phase is 0.547 to 0.560 nm. It is. More preferably, the coefficient A is a numerical value in the range of −8000 to −1000, the coefficient B is a numerical value in the range of 500 to 4000, and the a-axis length of the ferrite phase is 0.548 to 0.560 nm. More preferably, the coefficient A is a value in the range of −5000 to −1000, the coefficient B is a value in the range of 1000 to 3000, and the a-axis length of the ferrite phase is 0.549 to 0.560 nm. Particularly preferably, the coefficient A is a numerical value in the range of −4000 to −2000, the coefficient B is a numerical value in the range of 1500 to 2000, and the a-axis length of the ferrite phase is 0.550 to 0.560 nm. By using such equation (3), it is possible to predict the final adiabatic temperature rise of mortar or concrete with higher accuracy.

  As described above, according to the prediction method of the present embodiment, it is possible to quickly and accurately predict the final adiabatic temperature rise amount of mortar or concrete.

  Next, the suitable embodiment of the manufacturing method of the mortar or concrete of this invention is described. The manufacturing method of the mortar or concrete of this embodiment prepares a kneaded material by kneading an aggregate and water to cement containing a cement clinker having specific crystal information after performing the above-described prediction method. Or it has the 3rd process of obtaining concrete.

  Mortar can be prepared by mixing cement with sand and water. Concrete can be prepared by mixing aggregate and water with cement. Each raw material in preparing mortar and concrete can be prepared in a normal mixing ratio. Since the mortar and concrete obtained in this way are manufactured so as to have a specific amount of heat insulation, the occurrence of cracks and the like can be sufficiently suppressed.

  The preferred embodiment of the present invention has been described above, but the present invention is not limited to the above embodiment. For example, in the above embodiment, the ultimate increase in the adiabatic temperature is predicted based on the X-ray diffraction result of the clinker mineral composition of the cement clinker contained in the cement. However, the X-ray diffraction of the cement clinker before the cement is manufactured is performed. Further, it may be a prediction method for predicting the final adiabatic temperature rise amount of mortar or concrete based on the X-ray diffraction result, or a mortar or concrete manufacturing method.

  EXAMPLES Hereinafter, although this invention is demonstrated in detail using an Example, this invention is not limited to a following example.

(Examples 1-4)
[Measurement of Q _∞ actual measurement value]
Commercial cements C1 to C4 having chemical compositions and mineral compositions shown in Tables 1 and 2 were prepared. The chemical composition is a value measured according to JIS R 5202: 1998 “Chemical analysis method of Portland cement”, and the mineral composition was calculated by the Borg equation.

  Next, water and fine aggregate (sand) were prepared as raw materials, and mortar was prepared based on the concrete composition shown in Table 3. First, the prepared water and the cements C1 to C4 shown in Tables 1 and 2 were kneaded at a ratio shown in Table 3 for 2 minutes. Thereafter, the prepared fine aggregate (sand) was added and mixed for 3 minutes to prepare a mortar sample (30 mL). Mortar samples prepared using cement C1 to C4 were designated as mortar samples M1 to M4, respectively.

  Based on the method described in Non-Patent Document 2 above, using a device similar to the adiabatic calorimeter described in JP-A-2008-241520 (manufactured by Tokyo Riko Co., Ltd., trade name: ACM-120HA), The final adiabatic temperature rise was measured.

The measurement was carried out by placing a mortar sample in a sample container and placing the sample container inside a heat-insulated container previously held at 20 ° C. The measurement time was a period until the temperature rise disappeared (two days or more), and the final adiabatic temperature rise amount (Q _∞ ) in the following equation (2) was obtained from the adiabatic temperature rise curve. Table 6 shows the final adiabatic temperature rise (Q _∞ ) determined here as “Q _∞ (actual measurement value)”.
Q (t) = _Q∞ (1-exp (−γ (t−t ₀ ))) (2)
In formula (2), Q (t) is the adiabatic temperature rise (° C.) at age t, Q _∞ is the ultimate adiabatic temperature rise (° C.), t is the age (day), and t ₀ is exothermic. The starting material age (days) and γ are constants related to the rate of increase in adiabatic temperature.

[Measurement of crystal information]
The cements C1 to C4 used for the measurement of the final adiabatic temperature rise were collected, shrunk, and ground with a standard material (alumina) using a vibration mill to prepare powder samples S1 to S4. And the powder X-ray-diffraction measurement of sample S1-S4 was performed. For powder X-ray diffraction measurement, a powder X-ray diffraction apparatus RINT-2500 (manufactured by Rigaku Corporation) was used, the X-ray source was CuKα, tube voltage: 35 kV, tube current: 110 mA, measurement range: 2θ = 10-60. °, step width: 0.02 °, counting time: 2 seconds, diverging slit: 1 °, and light receiving slit: 0.15 mm.

  The obtained X-ray diffraction profile was analyzed with Rietveld analysis software (JADE 6), and parameters of crystal information of each clinker mineral were obtained. Table 4 shows crystal structure data of various clinker minerals used in Rietveld analysis.

Reference 1: F.R. Nishi and Y. Takeuchi: Tricalcium silicate Ca ₃ O [SiO ₄ ]: The monoclinic superstructure, Zeitschrift fur Krystalgraphie, Vol. 172, pp. 297-314 (1985)
Reference 2: K.K. H. Jost, B.B. Xiemer and R.M. Seydel: Regeneration of the Structure of β-Dicalium Silicate, Acta Crystallographica, Vol. B33, pp. 1696-1700 (1977)
Reference 3: P.I. Mondal and W.M. J. et al. Jeffrey: The Crystal Structure of Tricalcium Aluminate, Acta Crystallographica, Vol. 36, pp. 689-697 (1975)
Reference 4: Y. Takeuchi and F.T. Nishi: Crystal-chemical Characterization of the 3CaO-Al 2 O 3 -Na 2 O Solid Solution Series, Zeitschrift fur Kristallographie, Vol. 152, pp. 259-307 (1980)
Reference 5: A. A. Colville and S.M. Geller: The Crystal Structure of Brownmillite, Ca ₂ FeAlO ₅ , Acta Crystallographica, Vol. B27, p. 2311 (1971)

  Table 5 shows the a-axis length of the ferrite phase of the samples S1 to S4 and the ferrite phase content in the clinker mineral obtained by the Rietveld analysis.

Regression analysis of the a-axis length of the ferrite phase of samples S1 to S4 and the actual measured value of the ultimate adiabatic temperature rise (Q _∞ ) shown in Table 6 was performed to obtain a regression equation. The calculated regression equation was the following equation (4). The final adiabatic temperature rise (Q _∞ ) was calculated by substituting the a-axis length of the ferrite phase shown in Table 5 into the following formula (4). Table 6 shows the result of comparison between the calculated value of the final adiabatic temperature rise (4) (referred to as “Q _∞ (calculated value)”) and the actually measured Q _∞ value.
(Adiabatic temperature rise Q _{∞ in the end} ) = A × (a-axis length of ferrite phase) + B (4)
In the above formula (4), the coefficients A and B are A = −2665.5 and B = 1520.2.

As apparent from the results shown in Table 6, Q _∞ actual measurement value and the Q _∞ calculated value (i.e., formula (predicted value predicted by 2)) the difference is 0.9 ° C. at maximum, Q _∞ Calculated it was confirmed that substantially coincides with Q _∞ Found.

FIG. 1 is a graph showing both the straight line (regression line) of equation (4) and the actual measured Q _{∞ of the} final adiabatic temperature rise. As is clear from the results shown in FIG. 1, it was confirmed that there was a good correlation between the a-axis length of the ferrite phase and the final adiabatic temperature rise (Q _∞ ) of the mortar. From these results, it was confirmed that the final adiabatic temperature rise could be accurately predicted from the measured value of the a-axis length of the ferrite phase and the above equation (4).

Claims (5)

Analyzing a powder X-ray diffraction result of a cement clinker or cement containing the cement clinker by a profile fitting method to obtain crystal information of the clinker mineral contained in the cement clinker;
A second step of predicting a final adiabatic temperature rise of the mortar or concrete obtained from the cement containing the cement clinker based on the crystal information, and a prediction method of the final adiabatic temperature rise of the mortar or concrete.   The final adiabatic temperature rise of mortar or concrete according to claim 1, wherein the profile fitting method in the first step is a Rietveld analysis method or a WPF analysis method, and the crystal information is a-axis length of a ferrite phase. Prediction method. In the second step, the a-axis length of the ferrite phase is an independent variable, and the following equation (1) obtained by regression analysis using the measured value of the adiabatic temperature rise as a dependent variable, The prediction method of the adiabatic temperature rise amount of the final mortar or concrete according to claim 2, wherein the adiabatic temperature rise amount is predicted.
(Adiabatic temperature rise Q _{∞ in the end} ) = A × (a-axis length of ferrite phase) + B (1)
(In the above formula (1), the coefficient A is a numerical value in the range of −10000 to 0, the coefficient B is a numerical value in the range of 0 to 6000, and the a-axis length of the ferrite phase is 0.547 to 0.560 nm. is there.) The content of Na ₂ O in the cement is 0.10 to 0.40 wt%, the prediction method of the adiabatic temperature increase of eventual mortar or concrete according to any one of claims 1 to 3. Analyzing a powder X-ray diffraction result of a cement clinker or cement containing the cement clinker by a profile fitting method to obtain crystal information of the clinker mineral contained in the cement clinker;
Based on the crystal information, a second step of predicting the final adiabatic temperature rise of mortar or concrete obtained from cement containing the cement clinker,
And a third step of kneading the cement, aggregate and water to obtain mortar or concrete.

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