JP2023009639A - Producing method of asphalt mixture - Google Patents

Producing method of asphalt mixture Download PDF

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JP2023009639A
JP2023009639A JP2021113085A JP2021113085A JP2023009639A JP 2023009639 A JP2023009639 A JP 2023009639A JP 2021113085 A JP2021113085 A JP 2021113085A JP 2021113085 A JP2021113085 A JP 2021113085A JP 2023009639 A JP2023009639 A JP 2023009639A
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sand
temperature
heat
asphalt mixture
mixture
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昌宏 神尾
Masahiro Kamio
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Nikko Co Ltd
Nikko KK
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Nikko Co Ltd
Nikko KK
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Abstract

To provide the producing method of an asphalt mixture instantaneously corresponding to shipping of an ordinary mixture and a medium temperature mixture, with a relatively simple constitution and while suppressing a setting space.SOLUTION: A room temperature sand storage bin 20 storing unheated room temperature sand is provided in a plant body 3, and an operation panel 4 calculates an adjusting heat quantity occupied by the sand by reducing a fixed heat quantity occupied by materials other than the sand from a total heat quantity required to produce a medium temperature mixture for one batch, and calculates a mixing ratio of the heated sand to the room temperature sand so that the heat quantity matches the adjusting heat quantity. When producing the medium temperature mixture, while materials other than sand are charged into a mixer 19 according to a blending ratio, the heated sand and the room temperature sand are charged into the mixer 19 on the basis of the mixing ratio. Moisture in the room temperature sand is evaporated while mixing each material, and the evaporation heat at that time is used to adjust the temperature to the desired shipping temperature.SELECTED DRAWING: Figure 1

Description

本発明は、道路舗装材であるアスファルト混合物を製造する方法に関し、特に中温化混合物を製造する方法に関する。 The present invention relates to a method for producing an asphalt mixture that is a road paving material, and more particularly to a method for producing a warmed mixture.

アスファルトプラントでは、アスファルト混合物の素材である骨材をドライヤにて160℃前後に加熱乾燥後、隣接するプラント本体上部の振動篩に供給し、該振動篩にて篩い分けて下位の骨材貯蔵ビンに粒径別に貯蔵しておき、出荷するアスファルト混合物の種類に応じた配合となるように前記骨材貯蔵ビンより所望粒径の骨材を所定量ずつ計量槽に払い出して計量すると共に、所定量の溶融アスファルト及び石粉等と共にプラント本体下部のミキサ内に投入して混合調整し、所望のアスファルト混合物を製造している。 In the asphalt plant, the aggregate, which is the material of the asphalt mixture, is dried by heating to about 160 ° C. in a dryer, then supplied to the vibrating sieve on the upper part of the adjacent plant body, sieved by the vibrating sieve, and the lower aggregate storage bin. A predetermined amount of aggregate of the desired particle size is discharged from the aggregate storage bin into a weighing tank so that the mixture is suitable for the type of asphalt mixture to be shipped, and weighed. It is put into the mixer at the bottom of the plant body together with the molten asphalt and stone powder, etc., and mixed and adjusted to produce the desired asphalt mixture.

ところで、近年、省エネルギー化、CO2の排出量抑制等の観点から、骨材の加熱温度を通常のアスファルト混合物の温度よりも、例えば約30℃程度低く抑えた(約130℃程度)中温化混合物と呼ばれるアスファルト混合物を製造する機会が増えている。 By the way, in recent years, from the viewpoint of energy saving, reduction of CO2 emissions, etc., a medium-temperature mixture in which the heating temperature of the aggregate is kept lower than the temperature of a normal asphalt mixture by, for example, about 30 ° C. (about 130 ° C.) There is an increasing opportunity to produce asphalt mixtures called

この対応として、本出願人も特許文献1(特開2006-132131号公報)に示されるように、アスファルトプラントのプラント本体の近傍にプラントにて製造した約160℃程度のアスファルト混合物を貯蔵する貯蔵サイロを別途配設し、該貯蔵サイロの下位にはプラント本体と同様に計量槽とミキサとを具備する一方、前記貯蔵サイロの側部には常温の冷骨材を貯蔵するサージビンを更に配設してなるアスファルト混合物の製造方法及び製造装置を提案している。 In response to this, the present applicant also has a storage method for storing an asphalt mixture of about 160 ° C. produced in the asphalt plant near the main body of the asphalt plant, as shown in Patent Document 1 (Japanese Patent Application Laid-Open No. 2006-132131). A silo is separately provided, and a weighing tank and a mixer are provided below the storage silo in the same manner as the plant main body, while a surge bin for storing room temperature cold aggregate is further provided on the side of the storage silo. We have proposed a method and apparatus for producing an asphalt mixture.

そして、上記製造方法及び製造装置にあっては、出荷するアスファルト混合物の配合に応じて所望粒径の冷骨材を前記サージビンに貯蔵しておき、前記貯蔵サイロ及びサージビンからアスファルト混合物及び冷骨材をそれぞれ所定割合で前記ミキサ内に投入・混合することにより、出荷するアスファルト混合物を所望温度(例えば、約130℃程度)に調整(低下)可能としている。 In the above manufacturing method and manufacturing apparatus, cold aggregate having a desired particle size is stored in the surge bin according to the composition of the asphalt mixture to be shipped, and the asphalt mixture and the cold aggregate are transferred from the storage silo and surge bin. are charged and mixed in the mixer at a predetermined ratio, it is possible to adjust (lower) the temperature of the asphalt mixture to be shipped to a desired temperature (for example, about 130° C.).

このように、上記製造方法及び製造装置によれば、通常のアスファルト混合物を製造するために、プラント本体の骨材貯蔵ビンに約160℃の加熱骨材を貯蔵している場合でも、それをわざわざ抜き取ること無く、約130℃の中温化混合物を即座に出荷可能としている。 Thus, according to the manufacturing method and manufacturing apparatus described above, even when heated aggregates of about 160° C. are stored in the aggregate storage bins of the plant body in order to manufacture ordinary asphalt mixtures, The warmed mixture at about 130° C. can be shipped immediately without extraction.

特開2006-132131号公報Japanese Patent Application Laid-Open No. 2006-132131

しかしながら、上記したアスファルト混合物の製造方法及び製造装置にあっては、プラント本体とは別にアスファルト混合物の貯蔵サイロを配設していると共に、その下位にはプラント本体と同様に、計量槽とミキサを具備した構成を採用しており、やや大掛かりな装置構成でそれなりのコストを要するものとなっている上、比較的広い設置スペースを要し、場合によっては設置が難しいといったことも想定される。 However, in the above-described asphalt mixture manufacturing method and manufacturing apparatus, a storage silo for the asphalt mixture is arranged separately from the plant main body, and a weighing tank and a mixer are installed below it like the plant main body. It is assumed that, in some cases, it is difficult to install because it requires a relatively large installation space and, in addition, it requires a relatively large installation space.

本発明は上記の点に鑑み、比較的簡易な構成で、かつ設置スペースを抑えながらも、通常混合物や中温化混合物の出荷に即座に対応可能とするアスファルト混合物の製造方法を提供することを課題とする。 In view of the above points, it is an object of the present invention to provide a method for producing an asphalt mixture that has a relatively simple configuration and that allows immediate shipment of a normal mixture or a medium temperature mixture while suppressing the installation space. and

上記の課題を解決するために、本発明に係る請求項1記載のアスファルト混合物の製造方法は、骨材を加熱乾燥するドライヤと、篩い分け・貯蔵・計量・混合機能を有するプラント本体とを備え、前記ドライヤにて所定温度に加熱乾燥した各種粒径の加熱骨材を前記プラント本体のミキサに所定割合で投入し、石粉及び溶融アスファルトを添加しながら混合することでアスファルト混合物を製造するアスファルト混合物の製造方法において、前記プラント本体に未加熱の常温砂を貯蔵する常温砂貯蔵ビンを備えると共に、製造するアスファルト混合物の出荷温度と、比熱と、前記ミキサの1バッチ分の混合容量とから、1バッチ分の前記アスファルト混合物を製造するのに要する総熱量を求め、前記プラント本体に貯蔵する砂以外の各種加熱骨材、石粉、溶融アスファルトの各貯蔵温度と、これら各材料の比熱と、1バッチ分の前記アスファルト混合物中の前記各材料の配合量とから、前記総熱量のうち砂以外の材料が占める固定熱量を求め、前記総熱量から前記固定熱量を減算して砂が占める調整熱量を求め、前記プラント本体に貯蔵する加熱砂の貯蔵温度と、前記常温砂貯蔵ビンに貯蔵する常温砂の貯蔵温度及び含水比と、砂の比熱と、1バッチ分の前記アスファルト混合物中の砂の配合量とから、前記調整熱量に見合う熱量となるように前記加熱砂と常温砂との混合割合を求めておき、前記アスファルト混合物を製造するときには、砂以外の材料は配合通りにミキサ内に投入する一方、砂は前記混合割合に基づいて加熱砂と常温砂とを前記ミキサ内に投入し、前記ミキサ内で混合する間に常温砂に含まれる水分を蒸発させ、かつその際の気化熱を利用してアスファルト混合物を所望の出荷温度に調整することを特徴としている。 In order to solve the above problems, the method for producing an asphalt mixture according to claim 1 of the present invention comprises a dryer for heat-drying aggregates, and a plant body having screening, storage, weighing and mixing functions. An asphalt mixture for producing an asphalt mixture by adding heated aggregates of various particle sizes heated and dried to a predetermined temperature by the dryer into the mixer of the plant body at a predetermined ratio, and mixing while adding stone powder and molten asphalt. In the production method of 1, the plant body is provided with a room temperature sand storage bin for storing unheated room temperature sand, and from the shipping temperature of the asphalt mixture to be produced, the specific heat, and the mixing capacity for one batch of the mixer, 1 The total amount of heat required to produce the asphalt mixture for a batch is obtained, and the storage temperature of various heated aggregates other than sand, stone powder, and molten asphalt stored in the plant body, the specific heat of each material, and one batch The fixed heat quantity occupied by materials other than sand in the total heat quantity is obtained from the amount of each material in the asphalt mixture, and the adjusted heat quantity occupied by sand is obtained by subtracting the fixed heat quantity from the total heat quantity. , the storage temperature of the heated sand stored in the plant main body, the storage temperature and water content of the normal temperature sand stored in the normal temperature sand storage bin, the specific heat of the sand, and the amount of sand in the asphalt mixture for one batch. Therefore, the mixing ratio of the heated sand and the room-temperature sand is determined so that the heat quantity matches the adjusted heat quantity, and when the asphalt mixture is produced, the materials other than the sand are put into the mixer according to the composition. The sand is produced by putting heated sand and normal temperature sand into the mixer based on the mixing ratio, evaporating the moisture contained in the normal temperature sand while mixing in the mixer, and utilizing the heat of vaporization at that time. to condition the asphalt mixture to the desired shipping temperature.

また、請求項2記載のアスファルト混合物の製造方法は、前記常温砂貯蔵ビンに貯蔵する常温砂に対し、予め加水処理をして所定含水比に調整することを特徴としている。 The method for producing an asphalt mixture according to claim 2 is characterized in that the normal temperature sand to be stored in the normal temperature sand storage bin is preliminarily subjected to water treatment to adjust the water content ratio to a predetermined value.

本発明に係る請求項1のアスファルト混合物の製造方法によれば、プラント本体に未加熱の常温砂を貯蔵する常温砂貯蔵ビンを備えると共に、1バッチ分の所望出荷温度のアスファルト混合物を製造するのに要する総熱量を求め、前記総熱量のうち砂以外の材料が占める固定熱量を求め、前記総熱量から前記固定熱量を減算して砂が占める調整熱量を求め、前記調整熱量に見合う熱量となるように加熱砂と常温砂との混合割合を求めておき、前記アスファルト混合物を製造するときには、砂以外の材料は配合通りにミキサ内に投入する一方、砂は前記混合割合に基づいて加熱砂と常温砂とを前記ミキサ内に投入し、前記ミキサ内で混合する間に常温砂に含まれる水分を蒸発させ、かつその際の気化熱を利用してアスファルト混合物を所望の出荷温度に調整するので、効果的にアスファルト混合物の温度調整を行える結果、既設のプラントに対して常温砂貯蔵ビンを追加設置するだけで対応でき、比較的簡易な構成で、かつ設置スペースを抑えながらも、通常混合物や中温化混合物の出荷に即座に対応することができる。 According to the method for producing an asphalt mixture according to claim 1 of the present invention, the plant body is provided with a normal temperature sand storage bin for storing unheated normal temperature sand, and one batch of asphalt mixture having a desired shipping temperature is manufactured. Determine the total amount of heat required for the sand, determine the amount of fixed heat occupied by materials other than sand in the total amount of heat, subtract the amount of fixed heat from the total amount of heat to obtain the amount of adjustment heat occupied by sand, and obtain the amount of heat corresponding to the amount of adjustment heat. The mixing ratio of heated sand and normal temperature sand is determined as described above, and when producing the asphalt mixture, materials other than sand are put into the mixer according to the mixing ratio, and sand is mixed with heated sand based on the mixing ratio. Normal temperature sand is put into the mixer, and the water contained in the normal temperature sand is evaporated while being mixed in the mixer, and the heat of vaporization at that time is used to adjust the asphalt mixture to a desired shipping temperature. As a result of being able to effectively adjust the temperature of the asphalt mixture, it can be handled by simply installing a room temperature sand storage bin in the existing plant. Shipments of warmed mixtures can be immediately accommodated.

また、請求項2記載のアスファルト混合物の製造方法によれば、前記常温砂貯蔵ビンに貯蔵する常温砂に対し、予め加水処理をして所定含水比に調整するので、仮に砂の配合量が少ない場合であっても、気化熱をより効果的に利用して中温化混合物の出荷に柔軟に対応することが可能となる。 In addition, according to the method for producing an asphalt mixture according to claim 2, since the room-temperature sand stored in the room-temperature sand storage bin is previously treated with water to adjust the water content to a predetermined level, even if the amount of sand mixed is small. Even in such a case, it is possible to more effectively utilize the heat of vaporization and flexibly respond to shipment of the warmed mixture.

本発明に係るアスファルト混合物の製造方法の概略説明図である。1 is a schematic illustration of a method for producing an asphalt mixture according to the present invention; FIG.

本発明に係るアスファルト混合物の製造方法にあっては、骨材を加熱乾燥するドライヤと、篩い分け・貯蔵・計量・混合機能を有するプラント本体とを備え、前記ドライヤにて所定温度に加熱乾燥した各種粒径の加熱骨材を前記プラント本体のミキサに所定割合で投入し、別途計量した石粉及び溶融アスファルトを添加しながら混合することで所望のアスファルト混合物を製造可能とする。 In the method for producing an asphalt mixture according to the present invention, a dryer that heats and dries aggregate and a plant body that has sieving, storage, weighing, and mixing functions are provided, and the dryer heats and dries the asphalt mixture to a predetermined temperature. A desired asphalt mixture can be produced by charging heated aggregates of various particle sizes into the mixer of the plant main body at a predetermined ratio and mixing while adding separately weighed stone powder and molten asphalt.

前記プラント本体には、通常のプラントと同様に、溶融アスファルトの貯蔵タンク、石粉の貯蔵サイロ、及び前記ドライヤにて加熱乾燥した加熱骨材を粒径別に貯蔵する骨材貯蔵ビンを備えると共に、前記ドライヤでの加熱処理を経ていない未加熱(ある程度の水分を含んだ状態)の常温砂を貯蔵する常温砂貯蔵ビンを備える。 The plant body is provided with a molten asphalt storage tank, a stone powder storage silo, and an aggregate storage bin for storing heated aggregate by particle size, which has been heat-dried in the dryer, as in a normal plant. A normal temperature sand storage bin is provided for storing unheated normal temperature sand (a state containing a certain amount of moisture) that has not undergone heat treatment with a dryer.

また、前記各貯蔵ビン(タンク、サイロ)には、貯蔵中の骨材、溶融アスファルト、石粉等の各材料の貯蔵温度を検出する温度センサを備える一方、前記常温砂貯蔵ビンには、前記温度センサに加えて、貯蔵中の常温砂に含まれる水分(含水比)を検出する水分センサを備える。 Each storage bin (tank, silo) is equipped with a temperature sensor for detecting the storage temperature of each material such as aggregate, molten asphalt, and stone powder during storage. In addition to the sensor, a water content sensor is provided to detect the water content (water content ratio) contained in the cold sand during storage.

また、前記プラント本体近傍にはプラント操作・制御用の操作盤を備え、前記各温度センサや水分センサからの各検出値を逐次取り込み可能とする。また、前記操作盤には、アスファルト混合物、及びその素材である骨材、石粉、溶融アスファルトの各比熱と、前記ミキサの1バッチ分の混合容量とを予め設定登録する。 Also, an operation panel for operating and controlling the plant is provided near the main body of the plant, so that detected values from the temperature sensors and moisture sensors can be sequentially taken in. Further, in the operation panel, the specific heat of the asphalt mixture, the aggregate, stone powder, and molten asphalt that are the raw materials of the asphalt mixture, and the mixing capacity for one batch of the mixer are set and registered in advance.

そして、前記アスファルトプラントにて出荷温度が通常混合物よりも低い中温化混合物を製造する場合には、前記操作盤では、事前に、アスファルト混合物の出荷温度(例えば、130℃)と、予め登録した比熱と、ミキサ1バッチ分の混合容量とから、1バッチ分の前記中温化混合物を製造するのに要する総熱量を演算する。 Then, when the asphalt plant produces a medium temperature mixture whose shipping temperature is lower than that of the normal mixture, the operation panel pre-registers the shipping temperature (for example, 130 ° C.) of the asphalt mixture and the pre-registered specific heat and the mixing capacity of the mixer for one batch, the total amount of heat required to produce the warmed mixture for one batch is calculated.

次いで、前記各温度センサにて検出した、砂(粒径が2.5mm以下の骨材)以外の各種加熱骨材(例えば、5号砕石:20~13mm粒径相当の骨材、6号砕石:13~5mm粒径相当の骨材、7号砕石:5~2.5mm粒径相当の骨材)、石粉、溶融アスファルトの各貯蔵温度と、予め登録したこれら各材料の比熱と、1バッチ分の前記中温化混合物中の各材料の配合量とから、前記総熱量のうち砂以外の材料が占める固定熱量を演算する一方、前記総熱量から前記固定熱量を減じて前記総熱量のうち砂が占める調整熱量を演算する。 Next, various heated aggregates other than sand (aggregate with a particle size of 2.5 mm or less) detected by each temperature sensor (for example, No. 5 crushed stone: aggregate with a particle size of 20 to 13 mm, No. 6 crushed stone : aggregate equivalent to 13 to 5 mm particle size, No. 7 crushed stone: aggregate equivalent to 5 to 2.5 mm particle size), stone powder, molten asphalt, each storage temperature, the specific heat of each material registered in advance, and 1 batch The amount of fixed heat occupied by materials other than sand in the total amount of heat is calculated from the compounded amount of each material in the medium temperature mixture, and the fixed amount of heat is subtracted from the total amount of heat to Calculate the adjustment heat quantity occupied by

次いで、前記同様に、前記各温度センサにて検出した、前記プラント本体の骨材貯蔵ビンに貯蔵する加熱砂の貯蔵温度と、前記常温砂貯蔵ビンに貯蔵する常温砂の貯蔵温度と、前記水分センサにて検出した常温砂の含水比と、予め登録した砂(骨材)の比熱と、1バッチ分の前記中温化混合物中の砂の配合量とから、水が蒸発する際の気化熱を加味した上で、前記調整熱量に見合う熱量となるように、前記加熱砂と常温砂との混合割合を演算しておく。 Next, in the same manner as described above, the storage temperature of the heated sand stored in the aggregate storage bin of the plant body, the storage temperature of the normal temperature sand stored in the normal temperature sand storage bin, and the water content detected by the temperature sensors The heat of vaporization when the water evaporates is calculated from the water content ratio of the normal temperature sand detected by the sensor, the specific heat of the sand (aggregate) registered in advance, and the blending amount of sand in the medium temperature mixture for one batch. After taking into consideration, the mixing ratio of the heated sand and the normal temperature sand is calculated so that the amount of heat matches the adjustment amount of heat.

即ち、高温で乾燥した状態の加熱砂に対し、低温で水分を含んだ状態の常温砂を所定割合で混合することにより、混合後の砂の保有する総熱量が予め求めておいた前記調整熱量と同等程度になるように、両者の混合割合を事前に求めておく。 That is, by mixing hot sand in a dry state at a high temperature with warm sand at a low temperature and containing water at a predetermined ratio, the total amount of heat possessed by the sand after mixing is equal to the adjusted heat amount obtained in advance. The mixing ratio of both is obtained in advance so that it is approximately the same as.

そして、上記各演算処理を経た後、実際に前記中温化混合物を製造するときには、砂以外の材料は配合通りに計量して前記ミキサ内に投入する一方、砂は予め求めた前記混合割合に基づいて加熱砂と常温砂とを所定量ずつ前記ミキサ内に投入する。そして、前記ミキサ内で前記各材料を混合する間に、前記常温砂に含まれる水分を蒸発させ、かつその際の気化熱を利用してアスファルト混合物の温度を所望の出荷温度(約130℃)に調整する(低下させる)。 After the above arithmetic processing, when actually producing the medium temperature mixture, materials other than sand are weighed according to the composition and put into the mixer, while sand is based on the mixing ratio obtained in advance. A predetermined amount of heated sand and normal temperature sand are put into the mixer by using the Then, while the materials are mixed in the mixer, the water contained in the normal temperature sand is evaporated, and the heat of vaporization at that time is used to lower the temperature of the asphalt mixture to the desired shipping temperature (about 130 ° C.). adjust (reduce) to

また、好ましくは、前記常温砂貯蔵ビンに加水(散水)手段を備え、前記常温砂貯蔵ビンに貯蔵する常温砂に対し、適宜加水(散水)処理を行うことで所定含水比に調整可能なようにするとよい。これにより、仮に常温砂中の含水比が元々低い場合や、砂の配合量が少ない中温化混合物を製造する場合であっても、水の気化熱を効果的に利用でき、余裕を持って所望の出荷温度に調整する(低下させる)ことが可能となる。 Preferably, the room-temperature sand storage bin is provided with watering (spraying) means, and the room-temperature sand stored in the room-temperature sand storage bin is appropriately watered (sprayed) so that the water content ratio can be adjusted to a predetermined value. should be As a result, even if the water content ratio in normal-temperature sand is originally low, or even if a medium-temperature mixture with a small amount of sand is produced, the heat of vaporization of water can be effectively used, and the desired amount can be obtained with a margin. can be adjusted (lowered) to the shipping temperature of

このように、本発明のアスファルト混合物の製造方法にあっては、砂以外の各種骨材、溶融アスファルト等については通常混合物製造時の温度(約160℃)のまま、かつ配合通りにミキサ内に投入する一方、砂についてはドライヤにて加熱乾燥処理した加熱砂(約160℃)と、加熱乾燥処理を経ずに若干の水分を含んだ状態の常温砂(例えば約15℃)とをそれぞれ用意しておき、中温化混合物を製造する場合に、前記加熱砂と常温砂との混合割合を適宜調整した上で前記ミキサ内に投入して混合することにより、所望の出荷温度に調整(低下)可能としている。 As described above, in the method for producing an asphalt mixture of the present invention, various aggregates other than sand, molten asphalt, etc. are kept at the temperature (about 160° C.) at the time of producing the mixture and placed in the mixer according to the composition. On the other hand, as for the sand, prepare heated sand (approximately 160°C) that has been heated and dried with a dryer, and room-temperature sand (for example, approximately 15°C) that has not been subjected to heat-drying and contains some moisture. In the case of producing the medium temperature mixture, the mixing ratio of the heated sand and the normal temperature sand is appropriately adjusted, and the sand is put into the mixer and mixed to adjust (lower) the desired shipping temperature. It is possible.

このとき、他の骨材と比較すると水分をやや多く含む砂に着目し、砂に含まれる水分が蒸発する際の気化熱を有効に利用することで、通常混合物の出荷温度(約160℃)から中温化混合物の出荷温度(約130℃)に効果的に調整する(低下させる)ことが可能となり、例えば、既設のアスファルトプラントのプラント本体に対して常温砂貯蔵ビンを追加設置するといった比較的簡単な構成で、かつ設置スペースも抑えながら、通常混合物や中温化混合物の何れの出荷要請にも即座に対応することが可能な、使い勝手のよいプラントを提供することができる。 At this time, by focusing on sand, which contains a little more water than other aggregates, and effectively utilizing the heat of vaporization when the water contained in the sand evaporates, the shipping temperature of the mixture (approximately 160°C) is reduced. It is possible to effectively adjust (lower) the shipping temperature (approximately 130 ° C) of the warmed mixture from the temperature of the existing asphalt plant. It is possible to provide an easy-to-use plant that has a simple configuration and can respond immediately to shipping requests for either a normal mixture or a medium temperature mixture while reducing the installation space.

以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.

図中の1は本発明に係るアスファルト混合物製造用のアスファルトプラントであって、各種粒径の骨材を加熱乾燥するロータリーキルン構造のドライヤ2、該ドライヤ2での加熱乾燥処理を経た加熱骨材を篩い分け・貯蔵・計量・混合するプラント本体3、及びこれらプラント内の各種装置・機器を操作・制御する操作盤4等を主体に構成している。 In the figure, 1 is an asphalt plant for producing an asphalt mixture according to the present invention, a dryer 2 with a rotary kiln structure that heats and dries aggregates of various particle sizes, and heats aggregates that have undergone heat drying treatment in the dryer 2. It mainly consists of a plant main body 3 for sieving, storage, weighing, and mixing, and an operation panel 4 for operating and controlling various devices and devices in the plant.

前記ドライヤ2の上流側には、アスファルト混合物の素材である骨材を粒径毎に貯蔵する複数の骨材ホッパ5を備え、該骨材ホッパ5から配合に応じて切り出される各種粒径の骨材を、ベルトコンベヤ6を介して前記ドライヤ2の円筒状のドラム本体7内に供給するようにしている一方、前記ドライヤ2の下流側には、前記ドラム本体7の一端側に具備したバーナ8より供給される熱風との接触によって所定温度(例えば、約160℃)に加熱乾燥処理した加熱骨材を、前記プラント本体3上部の振動篩9へと供給する垂直搬送装置10を備えている。 On the upstream side of the dryer 2, a plurality of aggregate hoppers 5 for storing aggregate, which is the material of the asphalt mixture, are provided for each particle size. While the material is fed into the cylindrical drum body 7 of the dryer 2 via a belt conveyor 6, a burner 8 provided at one end of the drum body 7 is located downstream of the dryer 2. A vertical conveying device 10 is provided for supplying heated aggregates heated and dried to a predetermined temperature (for example, about 160° C.) by contact with hot air supplied from the plant to the vibrating sieve 9 on the upper part of the plant body 3 .

前記プラント本体3には、加熱骨材を篩い分ける前記振動篩9、該振動篩9にて篩い分けた加熱骨材を粒径別に貯蔵する骨材貯蔵ビン11、該骨材貯蔵ビン11より払い出される各種粒径の加熱骨材を累積計量する骨材計量槽12、溶融アスファルトを貯蔵するアスファルトタンク13、該アスファルトタンク13より供給ポンプ14にて供給される溶融アスファルトを計量するアスファルト計量槽15、石粉を貯蔵する石粉サイロ16、該石粉サイロ16よりスクリューフィーダ17を介して供給される石粉を計量する石粉計量槽18、上記各材料を投入して撹拌混合するミキサ19を備えている。 The plant body 3 includes the vibrating sieve 9 for sieving the heated aggregate, aggregate storage bins 11 for storing the heated aggregate sieved by the vibrating sieve 9 by particle size, and the aggregate storage bin 11 for storing the aggregate. An aggregate weighing tank 12 for cumulatively weighing heated aggregates of various particle sizes, an asphalt tank 13 for storing molten asphalt, an asphalt weighing tank 15 for weighing molten asphalt supplied from the asphalt tank 13 by a supply pump 14, It is equipped with a stone powder silo 16 for storing stone powder, a stone powder measuring tank 18 for measuring the stone powder supplied from the stone powder silo 16 through a screw feeder 17, and a mixer 19 for stirring and mixing the above materials.

また、前記骨材貯蔵ビン11の側部には、前記ドライヤ2での加熱乾燥処理を経ていない未加熱(ある程度の水分を含んだ状態)の常温砂を貯蔵する常温砂貯蔵ビン20を備えている。図中の21は前記常温砂を一時的に貯蔵する常温砂用の骨材ホッパであって、該骨材ホッパ21より切り出される常温砂を、ベルトコンベヤ22、垂直搬送装置23を介して前記常温砂貯蔵ビン20へと供給可能としている。なお、前記骨材ホッパ21は、必ずしも別途設ける必要はなく、前記骨材ホッパ5のうちの砂貯蔵用のホッパを兼用に用いてもよい。 Further, at the side of the aggregate storage bin 11, a room temperature sand storage bin 20 is provided for storing unheated (with a certain amount of moisture) room temperature sand that has not been heated and dried by the dryer 2. there is 21 in the figure is an aggregate hopper for normal temperature sand that temporarily stores the normal temperature sand. The sand storage bin 20 can be supplied. The aggregate hopper 21 does not necessarily need to be provided separately, and the hopper for storing sand in the aggregate hopper 5 may also be used.

前記骨材貯蔵ビン11には、前記振動篩9にて篩い分けた加熱骨材を粒径別に貯蔵するための複数の区画室11a~11dを備えており、前記振動篩9の上流側(加熱骨材の投入側)下位の区画室11aには砂(加熱砂)を、その下流側に位置する各区画室11b~11dにはそれぞれ7号砕石、6号砕石、5号砕石を順に貯蔵する構成としている。 The aggregate storage bin 11 is provided with a plurality of compartments 11a to 11d for storing the heated aggregate sieved by the vibrating sieve 9 by particle size. Aggregate input side) Sand (heated sand) is stored in the lower compartment 11a, and crushed stone No. 7, crushed stone No. 6, and crushed stone No. 5 are stored in the compartments 11b to 11d located downstream thereof, respectively. and

また、前記骨材貯蔵ビン11の各区画室11a~11dには、貯蔵する加熱骨材の貯蔵温度を検出する温度センサ24a~24dをそれぞれ備えている一方、前記常温砂貯蔵ビン20には、貯蔵する未加熱の常温砂の貯蔵温度を検出する温度センサ25に加えて、前記常温砂の含水比を検出する水分センサ26を備えている。 Temperature sensors 24a to 24d for detecting the storage temperature of the stored heated aggregates are provided in the compartments 11a to 11d of the aggregate storage bin 11, respectively. In addition to a temperature sensor 25 for detecting the storage temperature of the unheated normal temperature sand, a moisture sensor 26 for detecting the water content ratio of the normal temperature sand is provided.

また、前記アスファルトタンク13、石粉サイロ16にも同様に、貯蔵する溶融アスファルト、石粉の貯蔵温度を検出する温度センサ27、28をそれぞれ備えている。なお、前記常温砂や石粉は、何れも常温での貯蔵であるため、例えば、当日の外気温等に応じて適宜設定することもでき、その場合には各温度センサ25、28が不要となる。 The asphalt tank 13 and the stone dust silo 16 are similarly provided with temperature sensors 27 and 28 for detecting the storage temperatures of the stored molten asphalt and stone dust, respectively. Since the room-temperature sand and stone powder are both stored at room temperature, they can be set appropriately according to, for example, the outside temperature of the day. .

前記操作盤4は、前記各温度センサ24a~24d、25、27、28、及び前記水分センサ26からの各検出値を信号線(図示せず)等を介して逐次取り込み可能としている。また、前記操作盤4には、アスファルト混合物、及びその素材である各種骨材、石粉、溶融アスファルトの比熱と、前記ミキサ19の1バッチ分の混合容量とを予め設定登録している。また、常温砂に含まれる水が蒸発する際の気化熱を演算するための基準値として、公知の、100℃での水の単位重量あたりの気化熱も併せて登録している。 The operation panel 4 can sequentially take in detected values from the temperature sensors 24a to 24d, 25, 27, 28 and the moisture sensor 26 via signal lines (not shown) or the like. Further, in the operation panel 4, the specific heat of the asphalt mixture, various aggregates, stone powder, and molten asphalt that are the materials of the asphalt mixture, and the mixing capacity for one batch of the mixer 19 are preset and registered. In addition, the well-known heat of vaporization per unit weight of water at 100.degree.

そして、上記構成のアスファルトプラント1にてアスファルト混合物を製造するときには、前記各骨材ホッパ5より切り出される各種粒径の骨材を前記ドライヤ2にて約160℃程度に加熱乾燥処理した後、前記プラント本体3上部の前記振動篩9へと供給し、該振動篩9にて篩い分けて下位の骨材貯蔵ビン11内の各区画室11a~11dに粒径別に貯蔵する。また、常温砂貯蔵用の前記骨材ホッパ21より切り出される常温砂を前記プラント本体3の常温砂貯蔵ビン20へと供給し、未加熱(ある程度の水分を含んだ状態)のまま貯蔵する。 When an asphalt mixture is produced in the asphalt plant 1 configured as described above, aggregates of various particle sizes cut out from the aggregate hoppers 5 are heated and dried at about 160° C. in the dryer 2, and then The aggregate is supplied to the vibrating screen 9 on the upper part of the plant body 3, sieved by the vibrating screen 9, and stored in compartments 11a to 11d in aggregate storage bins 11 below according to particle size. Further, the room temperature sand cut out from the aggregate hopper 21 for storing room temperature sand is supplied to the room temperature sand storage bin 20 of the plant body 3 and stored in an unheated state (containing a certain amount of moisture).

そして、出荷温度が約160℃の通常混合物を製造する場合には、従来通り、配合にしたがって、前記骨材貯蔵ビン11の各区画室11a~11dから下位の骨材計量槽12へと所定量ずつ払い出して累積計量し、計量した加熱骨材を更に下位のミキサ19内へと投入すると共に、前記アスファルト計量槽15、石粉計量槽18にてそれぞれ計量した所定量の溶融アスファルト及び石粉を前記ミキサ19内へと投入し、該ミキサ19では投入された前記各材料を撹拌混合して所望配合の約160℃の通常混合物を製造・出荷する。 In the case of producing a normal mixture with a shipping temperature of about 160° C., a predetermined amount of each of the compartments 11a to 11d of the aggregate storage bin 11 is fed into the lower aggregate weighing tank 12 in accordance with the composition as before. The heated aggregates that have been dispensed, cumulatively weighed, and weighed are further put into the lower mixer 19, and a predetermined amount of molten asphalt and stone powder weighed in the asphalt weighing tank 15 and the stone powder weighing tank 18 are added to the mixer 19. The mixer 19 stirs and mixes the charged materials to produce and ship a normal mixture of a desired composition at about 160°C.

一方、出荷温度が通常混合物よりも低い、例えば約130℃程度の中温化混合物を製造する場合には、前記操作盤4では、事前に、製造する中温化混合物の配合と、前記出荷温度と、予め設定登録した比熱及び前記ミキサ19の1バッチ分の混合容量とから、1バッチ分の前記中温化混合物を製造するのに要する総熱量を演算して求めておく。 On the other hand, when producing a warmed mixture whose shipping temperature is lower than the normal mixture, for example, about 130 ° C., the operation panel 4 preliminarily mixes the warmed mixture to be produced, the shipping temperature, Based on the preset registered specific heat and the mixing capacity of the mixer 19 for one batch, the total amount of heat required to produce one batch of the medium temperature mixture is calculated and obtained.

次いで、前記骨材貯蔵ビン11の各区画室11b~11d、アスファルトタンク13、石粉サイロ16に備えた前記各温度センサ24b~24d、27、28にて検出される、砂以外の各種加熱骨材、溶融アスファルト、石粉の各貯蔵温度と、予め設定登録したこれら各材料の比熱と、1バッチ分の前記中温化混合物中の各材料の配合量とから、前記総熱量のうち砂以外の材料が占める固定熱量を演算して求める一方、前記総熱量から前記固定熱量を減じて前記総熱量のうち砂が占める調整熱量を演算して求める。 Next, various heated aggregates other than sand detected by the temperature sensors 24b to 24d, 27, and 28 provided in the compartments 11b to 11d of the aggregate storage bin 11, the asphalt tank 13, and the stone powder silo 16, Based on the respective storage temperatures of molten asphalt and stone powder, the specific heat of each material set and registered in advance, and the blending amount of each material in the medium temperature mixture for one batch, materials other than sand account for the total heat amount. While the fixed heat quantity is calculated and obtained, the fixed heat quantity is subtracted from the total heat quantity, and the adjustment heat quantity occupied by the sand in the total heat quantity is calculated and obtained.

次いで、前記骨材貯蔵ビン11の加熱砂貯蔵用の区画室11a、前記常温砂貯蔵ビン20に備えた各温度センサ24a、25にて検出される、加熱砂及び常温砂の各貯蔵温度と、前記水分センサ26にて検出される常温砂の含水比と、予め設定登録した砂(骨材)の比熱と、1バッチ分の前記中温化混合物中の砂の配合量とから、前記常温砂に含まれる水が蒸発する際の気化熱を加味した上で、前記調整熱量に見合う熱量となるように、前記加熱砂と常温砂との混合割合を演算して求めておく。 Next, the respective storage temperatures of the heated sand and the normal temperature sand detected by the temperature sensors 24a and 25 provided in the heated sand storage compartment 11a of the aggregate storage bin 11 and the normal temperature sand storage bin 20; Based on the water content ratio of the normal temperature sand detected by the moisture sensor 26, the specific heat of the sand (aggregate) set and registered in advance, and the blending amount of sand in the medium temperature mixture for one batch, the normal temperature sand The mixing ratio of the heated sand and the room-temperature sand is calculated and obtained so that the amount of heat corresponding to the amount of heat to be adjusted is taken into consideration the heat of vaporization when the contained water evaporates.

そして、上記各演算処理を経た後、実際に前記中温化混合物を製造するときには、砂以外の材料はそれぞれ配合通りに計量して前記ミキサ19内に投入する一方、砂は予め求めた前記混合割合に基づき、加熱砂と常温砂とを所定量ずつ計量して前記ミキサ19内に投入し、該ミキサ19では投入された前記各材料を撹拌混合する。 After the above arithmetic processing, when actually producing the medium temperature mixture, the materials other than sand are weighed according to the composition and put into the mixer 19, while the sand is mixed at the previously obtained mixing ratio. Based on , a predetermined amount of heated sand and normal temperature sand are weighed and charged into the mixer 19, and the mixer 19 stirs and mixes the charged materials.

このとき、前記ミキサ19内では、前記各材料を混合する間に、前記常温砂に含まれる水分を蒸発させ、かつその際の気化熱を利用してアスファルト混合物の温度を所望の中温化混合物の出荷温度(約130℃程度)に調整し(低下させ)、出荷する。 At this time, in the mixer 19, while the materials are being mixed, the water contained in the room-temperature sand is evaporated, and the heat of vaporization at that time is used to change the temperature of the asphalt mixture to the desired medium-temperature mixture. Adjust (lower) to the shipping temperature (approximately 130°C) before shipping.

また、好ましくは、前記常温砂貯蔵ビン20内の上部に適宜の散水装置(加水手段)を備え、前記常温砂貯蔵ビン20内に貯蔵する常温砂に対し、前記散水装置にて散水(加水)処理を行うことで所定の含水比に調整する(高める)ようにしてもよい。これにより、仮に常温砂中の含水比が元々低い場合や、砂の配合量が少ない中温化混合物を製造する場合であっても、水の気化熱を効果的に利用し、余裕を持って所望の出荷温度に調整する(低下させる)ことが可能となる。 Further, preferably, an appropriate watering device (water adding means) is provided in the upper part of the normal temperature sand storage bin 20, and the normal temperature sand stored in the normal temperature sand storage bin 20 is watered (watered) by the watering device. The water content may be adjusted (increased) to a predetermined value by treatment. As a result, even if the water content ratio in normal-temperature sand is originally low, or even in the case of producing a medium-temperature mixture with a small amount of sand, the heat of vaporization of water can be effectively used, and the desired amount can be obtained with a margin. can be adjusted (lowered) to the shipping temperature of

このとき、前記水分センサ26の検出値を参照しながら散水(加水)処理を行うようにすれば、常温砂に対して不必要に加水し過ぎるのを(出荷時のアスファルト混合物中に水分が残るといった不具合を)防止できてより好ましいものとなる。 At this time, if the watering (adding water) process is performed while referring to the detected value of the moisture sensor 26, unnecessary excessive watering of the room temperature sand (moisture remaining in the asphalt mixture at the time of shipment) can be prevented. It is possible to prevent such troubles), which is more preferable.

なお、本発明者が実施したテストでは、前記操作盤4には、前記各材料の比熱として、例えば、アスファルト混合物:0.21kcal/kg℃、各種骨材(5~7号砕石、砂)及び石粉:0.20kcal/kg℃、溶融アスファルト:0.45kcal/kg℃をそれぞれ設定した。また、ミキサ19の1バッチ分の混合容量として1,000kgを、100℃での水の気化熱として539kcal/kgをそれぞれ設定した。 In a test conducted by the present inventor, the operation panel 4 has specific heat of each material, such as asphalt mixture: 0.21 kcal/kg ° C., various aggregates (No. 5 to 7 crushed stone, sand) and Stone powder: 0.20 kcal/kg°C, molten asphalt: 0.45 kcal/kg°C, respectively. Also, the mixing capacity for one batch of the mixer 19 was set at 1,000 kg, and the heat of vaporization of water at 100° C. was set at 539 kcal/kg.

そして、上記各設定の下、例えば、所望配合(5~7号砕石(トータル):252kg、石粉:45kg、溶融アスファルト:85kg、砂:618kg)の130℃の中温化混合物1,000kgを製造する場合、それに要する総熱量は約27,300kcal(130℃×1,000kg×0.21kcal/kg℃)となり、そのうち砂以外の材料が占める固定熱量は約14,300kcalとなった。したがって、それらの差から、砂が占める調整熱量は約13,000kcalとなった。 Then, under the above settings, for example, 1,000 kg of a mixture warmed to 130 ° C. with a desired composition (No. 5 to 7 crushed stone (total): 252 kg, stone powder: 45 kg, molten asphalt: 85 kg, sand: 618 kg) is produced. In this case, the total amount of heat required was about 27,300 kcal (130°C x 1,000 kg x 0.21 kcal/kg°C), of which the amount of fixed heat occupied by materials other than sand was about 14,300 kcal. Therefore, from the difference between them, the adjusted heat quantity occupied by sand was about 13,000 kcal.

そして、前記調整熱量に見合う熱量となるように、常温砂に含まれる水分が蒸発する際の気化熱を加味した上で、約160℃・含水比0%の加熱砂と、約10℃(当日の外気温程度)・含水比10%程度の常温砂との混合割合を演算すると、加熱砂:常温砂=0.83:0.17の混合割合が得られた。そして、砂以外の材料は配合通りに、また砂は前記混合割合にしたがって加熱砂515kg(618kg×0.83)と常温砂105kg(618kg×0.17)とを前記ミキサ19内に投入して混合した結果、目標とする出荷温度である約130℃程度の中温化混合物を得ることができた。 Then, after considering the heat of vaporization when the water contained in the normal temperature sand evaporates, the heated sand of about 160 ° C. and the water content ratio of 0% and the heated sand of about 10 ° C. (on the day) When calculating the mixing ratio of normal temperature sand with a moisture content of about 10%, the mixing ratio of heated sand: normal temperature sand = 0.83:0.17 was obtained. Then, 515 kg (618 kg x 0.83) of hot sand and 105 kg (618 kg x 0.17) of normal temperature sand were charged into the mixer 19 according to the mixing ratio of the sand, and the materials other than sand were mixed according to the composition. As a result of mixing, a medium-temperature mixture having a target shipping temperature of about 130° C. was obtained.

本発明は、新規骨材を素材としたアスファルト混合物を製造する場合だけに限らず、道路工事等によって掘り起こされるアスファルト舗装廃材を素材の一部として使用するアスファルト混合物を製造する場合等にも広く適用することができる。 The present invention is applicable not only to the production of asphalt mixtures using new aggregates, but also to the production of asphalt mixtures using asphalt pavement waste excavated by road construction etc. as part of the raw material. can do.

1…アスファルトプラント 2…ドライヤ
3…プラント本体 4…操作盤
5…骨材ホッパ 11…骨材貯蔵ビン
11a…加熱砂貯蔵用の区画室 12…骨材計量槽
13…アスファルトタンク 15…アスファルト計量槽
16…石粉サイロ 18…石粉計量槽
19…ミキサ 20…常温砂貯蔵ビン
21…骨材ホッパ(常温砂用)
24a~24d、25、27、28…温度センサ
26…水分センサ
DESCRIPTION OF SYMBOLS 1... Asphalt plant 2... Dryer 3... Plant main body 4... Operation panel 5... Aggregate hopper 11... Aggregate storage bin 11a... Compartment for storing heated sand 12... Aggregate weighing tank 13... Asphalt tank 15... Asphalt weighing tank DESCRIPTION OF SYMBOLS 16... Stone powder silo 18... Stone powder weighing tank 19... Mixer 20... Normal temperature sand storage bin 21... Aggregate hopper (for normal temperature sand)
24a to 24d, 25, 27, 28... Temperature sensor 26... Moisture sensor

Claims (2)

骨材を加熱乾燥するドライヤと、篩い分け・貯蔵・計量・混合機能を有するプラント本体とを備え、前記ドライヤにて所定温度に加熱乾燥した各種粒径の加熱骨材を前記プラント本体のミキサに所定割合で投入し、石粉及び溶融アスファルトを添加しながら混合することでアスファルト混合物を製造するアスファルト混合物の製造方法において、前記プラント本体に未加熱の常温砂を貯蔵する常温砂貯蔵ビンを備えると共に、製造するアスファルト混合物の出荷温度と、比熱と、前記ミキサの1バッチ分の混合容量とから、1バッチ分の前記アスファルト混合物を製造するのに要する総熱量を求め、前記プラント本体に貯蔵する砂以外の各種加熱骨材、石粉、溶融アスファルトの各貯蔵温度と、これら各材料の比熱と、1バッチ分の前記アスファルト混合物中の前記各材料の配合量とから、前記総熱量のうち砂以外の材料が占める固定熱量を求め、前記総熱量から前記固定熱量を減算して砂が占める調整熱量を求め、前記プラント本体に貯蔵する加熱砂の貯蔵温度と、前記常温砂貯蔵ビンに貯蔵する常温砂の貯蔵温度及び含水比と、砂の比熱と、1バッチ分の前記アスファルト混合物中の砂の配合量とから、前記調整熱量に見合う熱量となるように前記加熱砂と常温砂との混合割合を求めておき、前記アスファルト混合物を製造するときには、砂以外の材料は配合通りにミキサ内に投入する一方、砂は前記混合割合に基づいて加熱砂と常温砂とを前記ミキサ内に投入し、前記ミキサ内で混合する間に常温砂に含まれる水分を蒸発させ、かつその際の気化熱を利用してアスファルト混合物を所望の出荷温度に調整することを特徴とするアスファルト混合物の製造方法。 Equipped with a dryer that heats and dries aggregates, and a plant body that has functions of sieving, storage, weighing, and mixing. In a method for producing an asphalt mixture, in which the asphalt mixture is produced by adding stone powder and molten asphalt at a predetermined ratio and mixing while adding, the plant body is provided with a room temperature sand storage bin for storing unheated room temperature sand, From the shipping temperature, specific heat, and mixing capacity of the mixer for one batch of the asphalt mixture to be produced, the total amount of heat required to produce one batch of the asphalt mixture is obtained, and the amount of heat other than the sand stored in the plant main body is calculated. From the storage temperature of various heated aggregates, stone powder, molten asphalt, the specific heat of each material, and the amount of each material in the asphalt mixture for one batch, materials other than sand among the total heat amount The fixed heat quantity occupied by is obtained, the fixed heat quantity is subtracted from the total heat quantity to obtain the adjusted heat quantity occupied by the sand, the storage temperature of the heated sand stored in the plant main body, and the temperature of the normal temperature sand stored in the normal temperature sand storage bin From the storage temperature and water content ratio, the specific heat of sand, and the blending amount of sand in the asphalt mixture for one batch, the mixing ratio of the heated sand and the normal temperature sand is determined so that the heat amount corresponds to the adjustment heat amount. When the asphalt mixture is produced, materials other than sand are put into the mixer according to the composition, while hot sand and normal temperature sand are put into the mixer based on the mixing ratio, and the mixer is mixed. A method for producing an asphalt mixture, characterized by evaporating the moisture contained in the cold sand during mixing inside and adjusting the asphalt mixture to a desired shipping temperature by utilizing the heat of vaporization at that time. 前記常温砂貯蔵ビンに貯蔵する常温砂に対し、予め加水処理をして所定含水比に調整することを特徴とする請求項1記載のアスファルト混合物の製造方法。 2. The method for producing an asphalt mixture according to claim 1, wherein the normal temperature sand to be stored in the normal temperature sand storage bin is previously treated with water to adjust the water content to a predetermined water content.
JP2021113085A 2021-07-07 2021-07-07 Producing method of asphalt mixture Pending JP2023009639A (en)

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