JPH0118204B2 - - Google Patents
Info
- Publication number
- JPH0118204B2 JPH0118204B2 JP61037731A JP3773186A JPH0118204B2 JP H0118204 B2 JPH0118204 B2 JP H0118204B2 JP 61037731 A JP61037731 A JP 61037731A JP 3773186 A JP3773186 A JP 3773186A JP H0118204 B2 JPH0118204 B2 JP H0118204B2
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- asphalt
- cylinder
- heated
- asphalt pavement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000010426 asphalt Substances 0.000 claims description 62
- 239000002699 waste material Substances 0.000 claims description 46
- 239000000463 material Substances 0.000 claims description 13
- 239000000843 powder Substances 0.000 claims description 13
- 239000004575 stone Substances 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 230000002401 inhibitory effect Effects 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims 1
- 239000002131 composite material Substances 0.000 description 27
- 238000002156 mixing Methods 0.000 description 15
- 238000000034 method Methods 0.000 description 8
- 238000010438 heat treatment Methods 0.000 description 5
- 230000002265 prevention Effects 0.000 description 5
- 238000012360 testing method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 239000012615 aggregate Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000017525 heat dissipation Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000007790 scraping Methods 0.000 description 2
- 239000000779 smoke Substances 0.000 description 2
- 239000004902 Softening Agent Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- JLQUFIHWVLZVTJ-UHFFFAOYSA-N carbosulfan Chemical compound CCCCN(CCCC)SN(C)C(=O)OC1=CC=CC2=C1OC(C)(C)C2 JLQUFIHWVLZVTJ-UHFFFAOYSA-N 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000007580 dry-mixing Methods 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- JHJNPOSPVGRIAN-SFHVURJKSA-N n-[3-[(1s)-1-[[6-(3,4-dimethoxyphenyl)pyrazin-2-yl]amino]ethyl]phenyl]-5-methylpyridine-3-carboxamide Chemical compound C1=C(OC)C(OC)=CC=C1C1=CN=CC(N[C@@H](C)C=2C=C(NC(=O)C=3C=C(C)C=NC=3)C=CC=2)=N1 JHJNPOSPVGRIAN-SFHVURJKSA-N 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000013112 stability test Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000002918 waste heat Substances 0.000 description 1
Landscapes
- Road Paving Machines (AREA)
Description
【発明の詳細な説明】
本発明は、アスフアルト舗装廃材を利用した熱
交換式加熱アスフアルト混合物(以下再生合材と
いう。)の製造装置に係る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for producing a heat exchange heated asphalt mixture (hereinafter referred to as recycled mixture) using asphalt pavement waste.
既設アスフアルト舗装の補修工事等で生じるア
スフアルト舗装廃材の再利用は、オイルシヨツク
以降、石油価格の大幅な高騰と不安定な石油供給
との影響を受けて、限りある資源を有効に利用す
ること、或いは「廃棄物の処理及び清掃に関する
法律」によつてアスフアルト舗装廃材も産業廃棄
物に指定されたことなどにより、又その処分地対
策という立場からも再生合材の利用法も急速に発
展し、実用段階に入つてきている。 The reuse of asphalt pavement waste materials generated from repair work on existing asphalt pavements has been affected by the dramatic rise in oil prices and unstable oil supplies since oil shocks, so it is important to effectively use limited resources. In addition, asphalt pavement waste has been designated as industrial waste under the "Waste Disposal and Public Cleansing Act," and the use of recycled composite materials has also rapidly developed from the standpoint of disposal site management. It has entered the practical stage.
この再生合材の用途としては、
(1) 軽舗装の路上混合方式による再生路盤、
(2) プラント混合による再生路盤材、
(3) プラント混合による加熱再生合材、
などがあげられ、軽舗装や簡易舗装の表層のみ
にアスフアルト混合物を用いる場合の代替材料的
用途が多く、その主流となつているのが現状であ
る。 The uses of this recycled composite material include: (1) recycled roadbed material by on-road mixing method for light pavement, (2) recycled roadbed material by plant mixing, (3) heat recycled composite material by plant mixing, etc. There are many uses for asphalt mixtures as alternative materials when using them only for the surface layer of simple pavements, and at present they are the mainstream.
また、その再生合材の製造方式については、加
熱再生合材中の骨材としてアスフアルト舗装廃材
の占める割合が80〜100重量%の高率を占めるド
ラムドライヤー・ミキシング方式が一般に採られ
ている。これは、ドラムドライヤー・ミキシング
方式の導入、その他、多額の設備費を要するとい
うこと、アスフアルト舗装廃材中のアスフアルト
は相当老化しており、その高率利用においては、
アスフアルト舗装廃材は再加熱されるために締固
め特性の問題等から針入度の修正に軟化剤が必要
となること、供給されるアスフアルト舗装廃材の
品質が時と場所によつて変動し、再生合材として
の品質も、これらの影響によつて不安定となる等
の問題点があるため、路面の最上層部分には限定
使用しか認められていない。 In addition, as for the manufacturing method of the recycled composite material, a drum dryer mixing method is generally adopted, in which asphalt pavement waste accounts for a high proportion of 80 to 100% by weight as aggregate in the heated recycled composite material. This requires the introduction of a drum dryer/mixing method and other large equipment costs, and the asphalt in the asphalt pavement waste has aged considerably, so if it is used at a high rate,
As asphalt pavement waste is reheated, a softening agent is required to correct the penetration due to issues such as compaction characteristics, and the quality of supplied asphalt pavement waste varies depending on time and location, making it difficult to recycle. The quality of the composite material is also unstable due to these effects, so its use is limited to the top layer of road surfaces.
本発明は、それらの問題点を解消し、少額の設
備費で、而も軟化剤を使わずして、安定した品質
の再生合材を提供すると共に、その使用範囲も新
規合材と同等なものが得られる装置を提供するこ
とを目的としている。 The present invention solves these problems and provides recycled composite materials of stable quality with small equipment costs and without the use of softeners, and the scope of use thereof is equivalent to that of new composite materials. The purpose is to provide a device that can obtain something.
本発明に係る再生合材の製造装置の基本的な考
え方は、アスフアルト舗装廃材の再生素材を100
%使用して再生合材を製造するのではなく、通常
アスフアルトプラントで新規合材を製造する過程
のミキシング時に何割かのアスフアルト舗装廃材
を常温のままで混入し、加熱された新規合材の放
熱によつて間接的に加熱することにより、アスフ
アルト舗装廃材を再利用しようとする熱交換式の
ものである。 The basic concept of the recycled composite material manufacturing device according to the present invention is to use recycled materials from asphalt pavement waste in 100%
% of asphalt pavement waste is mixed in at room temperature during mixing during the process of producing new composite material at an asphalt plant, and the heat dissipation of the heated new composite material is achieved. This is a heat exchange type that attempts to reuse asphalt pavement waste materials by indirectly heating them.
すなわち、本発明はアスフアルト舗装廃材を破
砕して再生素材となし、加熱した新規骨材と再生
素材を計量槽4b及びミキサ3内で第1次熱交換
を行い、次に石粉等のフイラー、加熱された新規
アスフアルトの順にミキサ3に投入し、混練し、
その間第2次熱交換をする熱交換式加熱アスフア
ルト混合物の製造装置において、新規骨材を加熱
するアスフアルトプラント1に於けるドライヤ2
は、骨材投入口2gから骨材が回転摺動落下可能
な傾斜により、排出口2fに至る円筒体であり、
バーナ2dの火炎部2hにおける円筒内壁には、
骨材が火炎の進行を阻害することなく円筒内の全
周に沿つて移動可能の形状の補助羽根18と、バ
ーナ2dの火炎部2h以遠の円筒内壁には骨材が
円筒横断面に均一に分布可能な掻場羽根19と、
骨材投入口部2g付近の円筒内壁には骨材の逆流
防止羽根20を装設してなることを特徴とする。 That is, in the present invention, asphalt pavement waste is crushed into recycled material, heated new aggregate and recycled material are subjected to primary heat exchange in the measuring tank 4b and mixer 3, and then filled with stone powder etc. and heated. The new asphalts were added to mixer 3 in the order in which they were mixed and kneaded.
A dryer 2 in an asphalt plant 1 that heats new aggregate in a heat exchange heated asphalt mixture manufacturing device that performs secondary heat exchange during that time.
is a cylindrical body that extends from the aggregate input port 2g to the discharge port 2f with an inclination that allows the aggregate to rotate and slide down;
On the cylindrical inner wall of the flame part 2h of the burner 2d,
The auxiliary vane 18 has a shape that allows the aggregate to move along the entire circumference inside the cylinder without inhibiting the progress of the flame, and the inner wall of the cylinder beyond the flame part 2h of the burner 2d has aggregates distributed uniformly in the cross section of the cylinder. a distributable scraper blade 19;
It is characterized in that an aggregate backflow prevention blade 20 is installed on the inner wall of the cylinder near the aggregate input port 2g.
上記構成によると、ミキシング時に何割かのア
スフアルト舗装廃材を常温のままで混入し、新規
骨材の放熱によつて間接的に加熱するものである
から、ドラムドライヤー・ミキシング方式の導入
を必要とせず、単にアスフアルト舗装廃材を常温
のまま自動的にミキサに投入する装置だけを従来
のアスフアルトプラントに取付けるだけで、再生
合材の製造ができるので、設備投資が低額です
み、アスフアルト舗装廃材の混合割合が10〜45重
量部であるから針入度の修正に軟化剤が不要であ
り、又アスフアルト舗装廃材の混入率も低率であ
るから供給アスフアルト舗装廃材の品質変動に対
しても再生合材に及ぼす影響は極度に少なくなる
など、幾多のすぐれた効果がある。 According to the above configuration, a certain percentage of the asphalt pavement waste is mixed in at room temperature during mixing, and is heated indirectly by the heat dissipation of the new aggregate, so there is no need to introduce a drum dryer mixing method. By simply installing a device that automatically feeds asphalt pavement waste into a mixer at room temperature into a conventional asphalt plant, recycled composite material can be manufactured, reducing capital investment and reducing the mixing ratio of asphalt pavement waste. Since the amount is 10 to 45 parts by weight, no softener is required to correct the penetration, and since the mixing rate of asphalt pavement waste is low, the recycled composite material can be used even against fluctuations in the quality of supplied asphalt pavement waste. It has a number of excellent effects, including an extremely small impact.
以下本発明の実施例を図面に基づき説明する。
第1図はプラント概略図である。 Embodiments of the present invention will be described below based on the drawings.
FIG. 1 is a schematic diagram of the plant.
アスフアルトプラント1は要部に新規骨材のド
ライヤ2と合材のミキサ3とを配設し、前記ミキ
サ3の上部には計量槽4a,4b,4cを配して
ある。該計量槽は石粉用4a、骨材用4b、アス
フアルト用4cとに分け、石粉用計量槽4aには
石粉を石粉エレベータ5を介して収容する石粉ビ
ン6を配設し、前記骨材用軽量槽4bにはアスフ
アルト舗装廃材を廃材ホツパ7を介して収容する
廃材ビン8と、ドライヤ2で加熱された骨材を保
温して収容するホツトビン9を配設している。 The asphalt plant 1 has a dryer 2 for new aggregate and a mixer 3 for mixed materials in its main parts, and above the mixer 3, measuring tanks 4a, 4b, and 4c are arranged. The measuring tank is divided into a stone powder 4a, an aggregate 4b, and an asphalt 4c.The stone powder measuring tank 4a is equipped with a stone powder bin 6 for storing stone powder via a stone powder elevator 5. A waste material bin 8 for storing asphalt pavement waste material via a waste material hopper 7 and a hot bin 9 for storing aggregate heated by the dryer 2 while keeping it warm are disposed in the tank 4b.
前記ホツトピン9の上部にはスクリーン10を
配し、該スクリーン10と前記ドライヤ2の吐出
口部との間に骨材を搬送するホツトエレベータ1
1を配設してある。前記ドライヤ2には、その煙
筒12との間に乾式サイクロン13、湿式サイク
ロン14、排風機15を順次配設し、前記乾式サ
イクロン13は熱風管13aを前記ホツトエレベ
ータ11に接続して加熱できるよう構成してい
る。 A screen 10 is disposed above the hot pin 9, and a hot elevator 1 transports the aggregate between the screen 10 and the discharge port of the dryer 2.
1 is arranged. A dry cyclone 13, a wet cyclone 14, and an exhaust fan 15 are sequentially arranged between the dryer 2 and the smoke cylinder 12, and the dry cyclone 13 has a hot air pipe 13a connected to the hot elevator 11 for heating. It consists of
また前記廃材ホツパ7は図示しないベルトフイ
ーダで所定量のアスフアルト舗装廃材を吐出し、
図示しないベルトコンベヤで廃材ビン8に搬送ス
トツクさせる。別に図示しないプラント本体の操
作室から指令が出されると、廃材ビン8の図示し
ないスクリユーコンベアが作動してプラント本体
の計量槽4bにホツトビン9の加熱骨材と共に累
加計量され、ミキサ3に投入されるよう構成さ
れ、ドライミキシング後、アスフアルト計量槽4
cからアスフアルトが添加され、ウエツトミキシ
ングされて再生合材が製造される。前記ドライヤ
2は支柱17上に設置され、基端構成体2aと上
端構成体2bとの間に回転体2cを図示しない駆
動機構を介して軸心を中心に回転自在に装設して
いる。図面中符号2dはバーナ、2eは火炎、2
fは排出口、2gは投入口である。 Further, the waste material hopper 7 discharges a predetermined amount of asphalt pavement waste material by a belt feeder (not shown),
A belt conveyor (not shown) is used to transport and stock the waste material into the waste material bin 8. When a command is issued from the operation room of the plant main body (not shown), a screw conveyor (not shown) of the waste material bin 8 is activated, and the waste material is cumulatively weighed into the measuring tank 4b of the plant main body together with the heated aggregate in the hot bin 9, and then fed into the mixer 3. After dry mixing, asphalt measuring tank 4
Asphalt is added from c and wet mixed to produce a recycled composite material. The dryer 2 is installed on a support 17, and a rotating body 2c is rotatably installed around an axis via a drive mechanism (not shown) between a base end structure 2a and an upper end structure 2b. In the drawing, 2d is a burner, 2e is a flame, 2
f is an outlet, and 2g is an inlet.
前記回転体2cは円筒体であり、基端部の方か
ら火炎部2h、内壁部2i、投入口部2jに区分
し、火炎部2hには第3図に示すように、断面略
L字形の補助羽根18を円筒内壁周面に筒心Pに
対して放射状に配列装設してある。前記内壁部2
iには第4図に示すように掻場羽根19を円筒内
壁周面に筒心Pに対して放射状に配列装設してい
る。該掻揚羽根19は第6図に示すように、断面
略L形基体部19aに棚板19b,19bを配列
して断面略コ字形に形成している。図中符号19
cは棚板の固定材である。 The rotating body 2c is a cylindrical body, and is divided into a flame part 2h, an inner wall part 2i, and an inlet part 2j from the base end, and the flame part 2h has a generally L-shaped cross section as shown in FIG. Auxiliary blades 18 are arranged on the circumferential surface of the inner wall of the cylinder in a radial arrangement with respect to the cylinder center P. Said inner wall part 2
As shown in FIG. 4, raking blades 19 are arranged radially around the cylindrical center P on the circumferential surface of the inner wall of the cylinder. As shown in FIG. 6, the raking blade 19 is formed into a substantially U-shaped cross section by arranging shelf boards 19b, 19b on a base portion 19a having a substantially L-shaped cross section. Code 19 in the figure
c is a fixing material for the shelf board.
前記投入口部2jには第5図及び第7図に示す
ように、板状の逆流防止羽根20を円筒内壁周面
に筒心Pに対して放射状に、かつ筒心Pを通る軸
線に対して傾斜状に配列装設してある。しかして
火炎2eは筒内雰囲気を温度200〜250℃に保持で
きるよう調整してあり、投入口2gから新規骨材
16を投入して回転体2cを回転させる。この工
程において、逆流防止羽根20は骨材が上端構成
体2b方向へ逆流することを防止すると共にドラ
イヤー中心部に骨材を移送する。掻揚羽根9は回
転体2cの内壁底部に落下する骨材を上方へ周壁
に沿つて掻き揚げると共に上部に至るに従つて棚
板19bの間から骨材16を落下させ、これは第
8図に示すように回転体2cの筒内に平均的に降
雹のように落下させ、骨材に平均的に熱吸収を促
進させる。このことは、再生素材の混入率が例え
ば10重量%から45重量%まで増加するに従い、新
規骨材量は減少するので、新規骨材量が多ければ
多いように降雹状に落下し、また新規骨材が少な
ければ少ないように降雹状に落下しうるように棚
板19bを設置してある。 As shown in FIGS. 5 and 7, in the inlet portion 2j, plate-shaped backflow prevention blades 20 are provided on the inner wall surface of the cylinder radially with respect to the cylinder center P and with respect to the axis passing through the cylinder center P. They are arranged in an inclined manner. The flame 2e is adjusted to keep the atmosphere inside the cylinder at a temperature of 200 to 250°C, and the new aggregate 16 is introduced from the input port 2g to rotate the rotating body 2c. In this process, the backflow prevention blade 20 prevents the aggregate from flowing back toward the upper end structure 2b and transports the aggregate to the center of the dryer. The scraping blades 9 scrape up the aggregates falling on the bottom of the inner wall of the rotating body 2c upward along the peripheral wall, and drop the aggregates 16 from between the shelf boards 19b as they reach the top, as shown in FIG. As shown in the figure, the particles are allowed to fall evenly like hail into the cylinder of the rotating body 2c, thereby promoting heat absorption in the aggregates evenly. This means that as the percentage of recycled materials increases from, for example, 10% to 45% by weight, the amount of new aggregate decreases, so the more new aggregate there is, the more it falls like a hailstorm, and the more new aggregate A shelf board 19b is installed so that if there is less aggregate, it can fall like hail.
次に火炎部2hにおいては補助羽根18によつ
て骨材16を周壁に沿つてすくい上げ回転体2c
の筒頂部分では骨材16を落下させずに筒側部に
おいてのみ骨材16を落下させることによつて、
火炎2eの進行を骨材によつて阻害しないように
構成しており、粗骨材と細骨材とが円筒側部に混
在し、この間に骨材相互に熱交換が行なわれ、所
望の温度に容易に達することが可能となる。上記
構成によつて、骨材16はドライヤ2において温
度200〜250℃の範囲に任意に加熱されて排出口2
fから排出され、ホツトエレベータ11によつて
スクリーン10を介してホツトビン9に一時的に
蓄積される。ホツトエレベータ11はドライヤ2
の排熱を乾式サイクロン13を介して送られて保
温されているから、ドライヤ2で加熱された新規
骨材がホツトエレベータ11で冷めることはない
し、またホツトビン9も充分保温されている。 Next, in the flame section 2h, the auxiliary blades 18 scoop up the aggregate 16 along the peripheral wall of the rotating body 2c.
By dropping the aggregate 16 only at the side of the cylinder without dropping the aggregate 16 at the top of the cylinder,
It is configured so that the progress of the flame 2e is not inhibited by the aggregate, and the coarse aggregate and fine aggregate are mixed on the side of the cylinder, and during this time heat exchange is performed between the aggregates to reach the desired temperature. can be easily reached. With the above configuration, the aggregate 16 is arbitrarily heated to a temperature in the range of 200 to 250°C in the dryer 2 and
f and is temporarily stored in the hot bin 9 via the screen 10 by the hot elevator 11. The hot elevator 11 is the dryer 2
Since the waste heat is sent through the dry cyclone 13 and kept warm, the new aggregate heated by the dryer 2 does not cool down in the hot elevator 11, and the hot bin 9 is also kept sufficiently warm.
前記廃材ビン8にはアスフアルト舗装版をあら
かじめ切削機で切削されたアスフアルト舗装廃
材、或いはクラツシヤーによるクラツシングされ
たアスフアルト舗装廃材が収容されている。しか
して、各計量槽4a,4b,4cから、それぞれ
石粉と骨材とアスフアルト舗装廃材との混合物及
びアスフアルトが各々計量されてミキサ3に投入
されて混合される。合材中のアスフアルト量は通
常5〜7重量%含有させるが、再生合材の場合は
アスフアルト舗装廃材の抽出アスフアルト量に混
入率を乗じた値を差し引いた値だけの新しいアス
フアルトを添加する。アスフアルト、骨材、石粉
等の加熱再生合材100重量部中にアスフアルト舗
装廃材の再生素材を10〜45重量部の範囲内で含有
するよう適宜混合する。これらの混合比率はアス
フアルト舗装廃材の質、新規骨材の粒度、使用目
的、気温の変動等を勘案して決定される。 The waste material bin 8 stores asphalt pavement waste material obtained by cutting an asphalt pavement slab in advance with a cutting machine, or asphalt pavement waste material obtained by crushing with a crusher. Then, a mixture of stone powder, aggregate, asphalt pavement waste, and asphalt are each weighed from each of the measuring tanks 4a, 4b, and 4c, and are charged into the mixer 3 and mixed. The amount of asphalt in the composite material is usually 5 to 7% by weight, but in the case of recycled composite material, new asphalt is added in an amount equal to the value obtained by subtracting the value obtained by multiplying the amount of asphalt extracted from the asphalt pavement waste material by the mixing rate. A recycled material of asphalt pavement waste is appropriately mixed in a range of 10 to 45 parts by weight in 100 parts by weight of a heat-regenerated composite material such as asphalt, aggregate, and stone powder. These mixing ratios are determined by taking into account the quality of the asphalt pavement waste, the particle size of the new aggregate, the purpose of use, temperature fluctuations, etc.
ミキサ3による混合の過程で、アスフアルト舗
装廃材及びアスフアルト、石粉等は温度200〜250
℃に加熱されている新規骨材によつて熱交換さ
れ、混和され、その温度は再生合材の目標温度で
ある160℃に近ずく。 During the mixing process by mixer 3, asphalt pavement waste, asphalt, stone powder, etc. are heated to a temperature of 200 to 250.
Heat is exchanged and mixed by the new aggregate, which has been heated to 160°C, and the temperature approaches the target temperature of recycled composite material, 160°C.
新規骨材の加熱温度の設定は、外気温、運搬所
要時間等によつて勘案される。気温19〜20℃の場
合、新規骨材の加熱温度はアスフアルト舗装廃材
の混入率10%のとき200℃、20%のとき220℃、30
%のとき235℃、45%のとき250℃として加熱再生
合材の目標温度160℃に近ずく目安となる。 Setting the heating temperature for new aggregates takes into consideration the outside temperature, the time required for transportation, etc. When the temperature is 19 to 20℃, the heating temperature of new aggregate is 200℃ when the asphalt pavement waste mixture rate is 10%, 220℃ when it is 20%, and 30℃.
% is 235℃, and 45% is 250℃, which will be close to the target temperature of 160℃ for heat-regenerated composite material.
このようにして製造された再生合材は、従来の
合材と同様にして用いる。これらを用いて舗装し
た路面の力学的性状についてマーシヤル試験、ホ
イールトラツキング試験(試験温度60℃、接地圧
6.4Kg/cm2)、及び繰り返し曲げ試験(供試体寸法
3×3×40cm、スパン30cmの2点載荷方式、周波
数5Hz)の結果を第10図、第11図、第12図
に示す。これによると、アスフアルト舗装廃材20
〜45%混入の再生合材の動的安定度は、新規混合
物に比べて1.5倍程度大きく、又、施工1年後の
動的安定度も大きくなつており、耐流動性に優
れ、供用後のニーデングに対しても非常に安定し
ているといえる。再生合材の低温時における繰り
返し破壊回数は、アスフアルト舗装廃材混入率が
高い程、破壊回数が増加するという結果となり、
又、施工1年後の結果では、この相関は再生合材
の方が新規混合物より破壊回数が大きく、低温時
の耐久性に優れているといえる。 The recycled composite material thus produced is used in the same manner as conventional composite materials. Marshall tests and wheel tracking tests (test temperature 60℃, ground pressure
6.4Kg/cm 2 ) and repeated bending tests (specimen dimensions 3 x 3 x 40 cm, span 30 cm, 2-point loading method, frequency 5 Hz) are shown in Figures 10, 11, and 12. According to this, asphalt pavement waste 20
The dynamic stability of the recycled composite material containing ~45% is about 1.5 times higher than that of the new mixture, and the dynamic stability after one year of construction is also higher. It can be said that it is very stable even with respect to kneading. As for the number of repeated failures of recycled composite material at low temperatures, the higher the asphalt pavement waste mixture rate, the higher the number of failures.
Furthermore, according to the results one year after construction, this correlation shows that the recycled composite material has a greater number of fractures than the new composite material, and it can be said that it has superior durability at low temperatures.
以上一実施例について説明したが、本発明はこ
れに限定されることなく種々変更は可能である。 Although one embodiment has been described above, the present invention is not limited to this, and various modifications can be made.
本発明の効果を要約すると次のようになる。 The effects of the present invention can be summarized as follows.
(1) ミキシング時に何割かのアスフアルト舗装廃
材を常温のままで混入し、加熱された新規骨材
の放熱によつて間接的に加熱するものであるか
ら、ドラムドライヤー・ミキシング方式の導入
を必要とせず、単にアスフアルト舗装廃材を常
温のまま自動的にミキサに投入する装置だけ
を、従来のアスフアルトプラントに取付けるの
みで再生合材の製造ができるので設備投資が低
額ですむ。(1) Since some of the asphalt pavement waste is mixed in at room temperature during mixing and heated indirectly by heat radiation from the heated new aggregate, it is necessary to introduce a drum dryer mixing method. First, recycled composite material can be manufactured by simply installing a device that automatically feeds asphalt pavement waste into a mixer at room temperature into a conventional asphalt plant, reducing capital investment.
(2) アスフアルト舗装廃材の品質変動に対しても
アスフアルト舗装廃材の使用量が低率であるた
め、品質変動の少ない再生合材が得られる。(2) Since the amount of asphalt pavement waste used is low compared to the quality fluctuation of asphalt pavement waste, recycled composite material with little quality fluctuation can be obtained.
(3) 簡単な装置であるにも拘らず連続的に多量生
産が可能である。(3) Although it is a simple device, continuous mass production is possible.
(4) 一次熱交換において、アスフアルト舗装廃材
添加量に応じて新規骨材の加熱温度の制御を容
易に行うことができる。(4) In primary heat exchange, the heating temperature of new aggregate can be easily controlled according to the amount of asphalt pavement waste added.
図面は本発明の実施例図に係り、第1図はアス
フアルトプラントの概略図、第2図はドライヤ断
面図、第3図は第2図におけるA−A断面図、第
4図は第2図におけるB−B断面図、第5図は第
2図におけるC−C断面図、第6図は掻揚羽根の
斜視図、第7図は逆流防止羽根の斜視図、第8図
は回転体の回転時を示す第2図でのB−B断面
図、第9図は回転体の回転時を示す第2図でのA
−A断面図、第10図はマーシヤル安定度試験結
果表、第11図は切取供試体による変形率表、第
12図は破壊曲げ試験結果表である。
1……アスフアルトプラント、2……ドライ
ヤ、2a……基端構成体、2b……上端構成体、
2c……回転体、2d……バーナ、2e……火
炎、2f……排出口、2g……投入口、2h……
火炎部、2i……内壁部、2j……投入口部、3
……ミキサ、4a……石粉用計量槽、4b……骨
材用計量槽、4c……アスフアルト用計量槽、5
……石粉エレベータ、6……石粉ビン、7……廃
材ホツパ、8……廃材ビン、9……ホツトビン、
10……スクリーン、11……ホツトエレベー
タ、12……煙筒、13……乾式サイクロン、1
4……湿式サイクロン、15……排風機、16…
…骨材、17……支柱、18……補助羽根、19
……掻揚羽根、19a……基体部、19b……棚
板、19c……固定材、20……逆流防止羽根。
The drawings relate to embodiments of the present invention, and FIG. 1 is a schematic diagram of an asphalt plant, FIG. 2 is a sectional view of a dryer, FIG. 3 is a sectional view taken along line A-A in FIG. 2, and FIG. 5 is a sectional view taken along C-C in FIG. 2, FIG. 6 is a perspective view of the scraping blade, FIG. 7 is a perspective view of the backflow prevention blade, and FIG. BB sectional view in Fig. 2 showing the rotating body, and Fig. 9 A in Fig. 2 showing the rotating body rotating.
-A sectional view, FIG. 10 is a marshal stability test result table, FIG. 11 is a deformation rate table for cut specimens, and FIG. 12 is a fracture bending test result table. 1... Asphalt plant, 2... Dryer, 2a... Base end structure, 2b... Upper end structure,
2c... Rotating body, 2d... Burner, 2e... Flame, 2f... Outlet, 2g... Inlet, 2h...
Flame part, 2i... Inner wall part, 2j... Inlet part, 3
...Mixer, 4a...Measuring tank for stone powder, 4b...Measuring tank for aggregate, 4c...Measuring tank for asphalt, 5
... Stone powder elevator, 6... Stone powder bin, 7... Waste material hopper, 8... Waste material bin, 9... Hot bin,
10... Screen, 11... Hot elevator, 12... Smoke tube, 13... Dry cyclone, 1
4... Wet cyclone, 15... Exhaust fan, 16...
... Aggregate, 17... Support column, 18... Auxiliary blade, 19
... Raking blade, 19a... Base portion, 19b... Shelf board, 19c... Fixing material, 20... Backflow prevention blade.
Claims (1)
して再生素材となし、加熱した新規骨材と再生素
材を計量槽4b及びミキサ3内で混合して熱交換
を行い、次に石粉等のフイラー、加熱された新規
アスフアルトの順にミキサ3に投入し、混練する
熱交換式加熱アスフアルト混合物の製造装置にお
いて、新規骨材を加熱するアスフアルトプラント
1に於けるドライヤ2は、骨材投入口2gから骨
材が回転摺動落下可能の傾斜により、排出口2f
に至る円筒体であり、バーナ2dの火炎部2hに
おける円筒内壁には、骨材が火炎の進行を阻害す
ることなく円筒内の全周に沿つて移動可能の形状
の補助羽根18と、バーナ2dの火炎部2h以遠
の円筒内壁には骨材が円筒横断面に均一に分布可
能な掻場羽根19と、骨材投入口部2g付近の円
筒内壁には骨材の逆流防止羽根20を装設してな
ることを特徴とするアスフアルト舗装廃材を利用
した熱交換式加熱アスフアルト混合物の製造装
置。1 Asphalt pavement waste is crushed with a crusher to obtain recycled material, heated new aggregate and recycled material are mixed in the measuring tank 4b and mixer 3 to perform heat exchange, and then a filler such as stone powder and heated In an apparatus for producing a heat exchange heated asphalt mixture in which new asphalt is sequentially introduced into a mixer 3 and kneaded, a dryer 2 in an asphalt plant 1 that heats new aggregate is used to rotate aggregate from an aggregate input port 2g. Due to the slope that allows for dynamic fall, the discharge port 2f
The inner wall of the cylinder in the flame section 2h of the burner 2d is provided with auxiliary blades 18 shaped so that the aggregate can move along the entire circumference inside the cylinder without inhibiting the progress of the flame, and the burner 2d. The inner wall of the cylinder beyond the flame part 2h is equipped with scraper blades 19 that can distribute aggregate uniformly in the cross section of the cylinder, and the inner wall of the cylinder near the aggregate input port 2g is equipped with blades 20 to prevent backflow of aggregate. A heat exchange type heated asphalt mixture production device using asphalt pavement waste material, characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3773186A JPS61216906A (en) | 1986-02-22 | 1986-02-22 | Production of heat exchange type heated asphalt mixture utilizing asphalt paving waste material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3773186A JPS61216906A (en) | 1986-02-22 | 1986-02-22 | Production of heat exchange type heated asphalt mixture utilizing asphalt paving waste material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61216906A JPS61216906A (en) | 1986-09-26 |
JPH0118204B2 true JPH0118204B2 (en) | 1989-04-04 |
Family
ID=12505634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3773186A Granted JPS61216906A (en) | 1986-02-22 | 1986-02-22 | Production of heat exchange type heated asphalt mixture utilizing asphalt paving waste material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61216906A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6487771A (en) * | 1987-09-30 | 1989-03-31 | Ishikawajima Harima Heavy Ind | Production of thin si3n4 film by cvd to raw material having large specific surface area |
JPH0532411U (en) * | 1991-10-11 | 1993-04-27 | 大成ロテツク株式会社 | Equipment for the production of recycled asphalt mix using waste asphalt pavement |
JP4724466B2 (en) * | 2005-05-27 | 2011-07-13 | 日工株式会社 | Asphalt plant dryer |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5568906A (en) * | 1978-11-17 | 1980-05-24 | Creusot Loire | Device for coating road paving material |
JPS5651242A (en) * | 1979-08-15 | 1981-05-08 | Exxon Research Engineering Co | Catalyst and hydrogenating inverting method using said catalyst |
JPS56102961A (en) * | 1980-01-11 | 1981-08-17 | Creusot Loire | Device for manufacturing bituminous coating product from massive substance* bitumen and solid substance* property thereof deteriorate at high temperature |
JPS5723473U (en) * | 1980-07-11 | 1982-02-06 | ||
JPS5730536A (en) * | 1980-07-31 | 1982-02-18 | Hitachi Zosen Corp | Rotary drum type combined granulator and drier |
JPS57158405A (en) * | 1981-03-26 | 1982-09-30 | Nippon Hodo | Supply of asphalt regenerated aggregate |
JPS586805B2 (en) * | 1976-05-31 | 1983-02-07 | 渡辺 嗣彦 | How to install stay anchors |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS605046Y2 (en) * | 1981-07-03 | 1985-02-15 | 日工株式会社 | Asphalt plant dryer |
JPS58150603U (en) * | 1982-04-05 | 1983-10-08 | トヨタ自動車株式会社 | Clamp device with locking mechanism |
JPS59116405U (en) * | 1983-01-27 | 1984-08-06 | 株式会社新潟鐵工所 | drum mixing dryer |
-
1986
- 1986-02-22 JP JP3773186A patent/JPS61216906A/en active Granted
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS586805B2 (en) * | 1976-05-31 | 1983-02-07 | 渡辺 嗣彦 | How to install stay anchors |
JPS5568906A (en) * | 1978-11-17 | 1980-05-24 | Creusot Loire | Device for coating road paving material |
JPS5651242A (en) * | 1979-08-15 | 1981-05-08 | Exxon Research Engineering Co | Catalyst and hydrogenating inverting method using said catalyst |
JPS56102961A (en) * | 1980-01-11 | 1981-08-17 | Creusot Loire | Device for manufacturing bituminous coating product from massive substance* bitumen and solid substance* property thereof deteriorate at high temperature |
JPS5723473U (en) * | 1980-07-11 | 1982-02-06 | ||
JPS5730536A (en) * | 1980-07-31 | 1982-02-18 | Hitachi Zosen Corp | Rotary drum type combined granulator and drier |
JPS57158405A (en) * | 1981-03-26 | 1982-09-30 | Nippon Hodo | Supply of asphalt regenerated aggregate |
Also Published As
Publication number | Publication date |
---|---|
JPS61216906A (en) | 1986-09-26 |
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