JPS58110706A - Regeneration of asphalt paving waste material - Google Patents

Regeneration of asphalt paving waste material

Info

Publication number
JPS58110706A
JPS58110706A JP21470581A JP21470581A JPS58110706A JP S58110706 A JPS58110706 A JP S58110706A JP 21470581 A JP21470581 A JP 21470581A JP 21470581 A JP21470581 A JP 21470581A JP S58110706 A JPS58110706 A JP S58110706A
Authority
JP
Japan
Prior art keywords
waste
waste material
particles
asphalt
heated
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.)
Granted
Application number
JP21470581A
Other languages
Japanese (ja)
Other versions
JPS6030804B2 (en
Inventor
井手上 宏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nikko KK
Original Assignee
Nikko KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nikko KK filed Critical Nikko KK
Priority to JP21470581A priority Critical patent/JPS6030804B2/en
Publication of JPS58110706A publication Critical patent/JPS58110706A/en
Publication of JPS6030804B2 publication Critical patent/JPS6030804B2/en
Expired legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、既設アスファルト補装の打ち換え、補修、更
には既設アスファルト補装下に埋設される設備のゴー串
に伴って発生するアスファルト舗装廃材の再生に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the replacement and repair of existing asphalt reinforcement, and also to the recycling of asphalt pavement waste generated when equipment buried under the existing asphalt reinforcement is removed. .

従来のアスファルト舗装廃Hの再生の一般的方法として
は、道路工事等により掘り起こした廃材の大きな塊を先
づ破砕手段によって破砕し、骨材の表面にアスファルト
皮暎を(jした骨材粒子単位の粒状物とする。この破砕
手段としては、荒割りした廃材を1次りラッシャkして
ショークラッシャ、2次クラッシャとしてインパクトク
ラッシャ等を使用して破・砕する機械破砕方式と、渇水
、高温水蒸気中に廃材を浸漬し1廃材中に含まれるアス
ファルトを軟化させた後、こ)1を機械攪拌して結合を
解く熱解砕方式とがある。前記破砕手段によって発生し
た廃材破砕粒子は篩にかけられ粒度別、例えば粒径2o
へ13%、13%へ5%、5〜25%、25〜以下に選
別L1貯蔵ホッパーに貯蔵L1製造するアスファルト合
材の種類に応じて貯蔵ホッパーより廃材を適宜社取り出
し1これを回転自在に傾斜枢支した加熱装置であるドラ
ムミキサに供給し、ドラムミキサ内に配設された掻1−
げ羽根によって掻上げながら転勤流下させ、廃を才の移
動方向と同一方向に熱風を送り込んで廃材を加熱再生し
ている。また、必要によりドラムミキサより排出された
加熱廃材をアフタミキサに供給し1不足分のアスファル
トを補充し、老化したアスファルトを若返らす軟化剤を
添加して均質に混合して再生される。
A general method for recycling conventional asphalt pavement waste H is to first crush large chunks of waste excavated from road construction, etc. using a crushing means, and then to form asphalt coatings on the surface of the aggregate (units of aggregate particles). The crushing methods include a mechanical crushing method in which rough-split waste material is crushed and crushed using a primary rasher and a show crusher, and a secondary crusher using an impact crusher, etc.; There is a thermal crushing method in which the waste material is immersed in steam to soften the asphalt contained in the waste material (1), and then the material (1) is mechanically agitated to break the bonds. The crushed waste particles generated by the crushing means are sieved and classified by particle size, e.g.
13% to 13%, 5% to 13%, 5% to 25%, 25% to below L1 Storage in storage hopper L1 Depending on the type of asphalt mixture to be manufactured, take out the waste material from the storage hopper as appropriate 1 Rotatably It is supplied to a drum mixer, which is a heating device that is pivotably supported, and a scraper 1- disposed inside the drum mixer.
The waste is moved down while being scraped up by feathers, and hot air is sent in the same direction as the direction of movement of the waste to heat and regenerate the waste. In addition, if necessary, the heated waste material discharged from the drum mixer is supplied to the after mixer to replenish the asphalt that is missing, and a softening agent that rejuvenates aged asphalt is added and mixed homogeneously for regeneration.

しかしながら、前記破砕方式により廃材を破砕する時は
廃材の細粒分が多く発生するためこれをトラムミキサに
供給すると種々の問題を誘起する。
However, when the waste material is crushed using the above-mentioned crushing method, a large amount of fine particles of the waste material are generated, and thus, various problems are caused when the waste material is supplied to the tram mixer.

第1図はショークラッシャ、インパクトクラッシャ及び
熱解砕方式により廃材を破砕した時の廃材破砕粒子の粒
度分布を示す通過率曲線であって、この図より粒径25
%以下の細粒分はショークラッシャでは約15重量%、
インパクトクラッシャでは約30市M・χ′、熱解砕方
式では約107ij量・ダとなっている。このような廃
トを細粒分特に#粒分は重置に比して表面積が大きいの
で表面に付着するアスファルト分が比較的多く、かつ熱
容量が小さいため高温熱劣囲気[11西すと過熱されて
アスファルト分が劣化すると共Cで、アスファルト中6
で含有される成分が燃焼して煙突よりの排煙が黄色く晴
天時水蒸気が消滅すると〃白くたなびくブルースモーク
と呼ばれる排煙を発生させる。この排煙はアスファルト
分が燃焼した悪臭が伴い臭気公害の恐れが懸念さ第1る
と共Cで、亜硫酸カス、硫化水素、−酸化炭素等の(1
°害物質を含むとも考えられている。このためドラムミ
キサQこ送り込む熱@温度を下げてアスファルト分を過
熱しないようにするか、或いは廃材C・こ比較的比熱の
大きい水を噴霧L11廃材子表面を水で被覆した状態と
して熱容htを増大し1これをドラムミキf K供給す
るような対策がなされている。LかL1熱風温度を下げ
れば所望の生産能力に到達しないし、また、廃材を湿潤
させるとその表面水嘆の存在Oでより熱風の熱Mが水分
の蒸発に消費されるため熱損失となる。
Figure 1 is a passage rate curve showing the particle size distribution of crushed waste particles when waste is crushed using a show crusher, an impact crusher, and a thermal crushing method.
% or less fine particles is approximately 15% by weight in the show crusher,
The impact crusher yields approximately 30 M·χ′, and the thermal crushing method yields approximately 107 Ij·Da. Since the surface area of such fine particles, especially # particles, is larger than that of piled waste, a relatively large amount of asphalt adheres to the surface. When the asphalt content deteriorates due to
When the components contained in the smoke burn and the smoke from the chimney turns yellow on a clear day, when the water vapor disappears, it produces white trailing smoke called blue smoke. This flue gas has a bad odor from burning asphalt, and there is a concern that it may cause odor pollution.
°It is also thought to contain harmful substances. For this reason, either lower the heat sent to the drum mixer Q to prevent the asphalt from overheating, or spray water with a relatively large specific heat to the waste material C. Countermeasures have been taken to increase the amount by 1 and supply it to the drum mixer fK. If the L or L1 hot air temperature is lowered, the desired production capacity will not be reached, and if the waste wood is moistened, the presence of water on its surface causes more heat M of the hot air to be consumed in evaporation of water, resulting in heat loss. .

本発明は、これら欠点を改善することを目的とするもの
であって、本発明者は廃材破砕粒子の細粒分を加熱攪拌
すると廃材粒子を被覆するアスファルト分が軟化して廃
材粒子量子が粘着結合しあって粒子径が大きくなる(以
下「増粒」という)ことに着眼し、廃材をトラムミキサ
に供給する前に廃材破砕粒子の細粒分のみを予め加熱攪
拌し、廃材粒子を被覆するアスファルト分を軟化せしめ
て廃材粒子量子を粘着結合させて粒子径を大きくして熱
容量を増大し、この廃材細粒分を所望の配合割合で廃材
粗粒分と共にトラムミキサに供給し、ドラムミキサ内を
通る熱風によって廃材を加熱再生するものである。
The present invention aims to improve these drawbacks, and the present inventor discovered that when the fine particles of crushed waste particles are heated and stirred, the asphalt that covers the waste particles softens and the particles of waste particles become sticky. Focusing on the fact that the particles become larger when they combine (hereinafter referred to as "grain enlargement"), we have created asphalt that coats the waste particles by heating and stirring only the finer particles of the crushed waste particles before feeding the waste to the tram mixer. The waste material particles are softened and the waste material particles are adhesively bonded to increase the particle size and heat capacity is increased.The waste material fine particles are supplied to a tram mixer together with the waste material coarse particles at a desired blending ratio, and hot air is passed through the drum mixer. The waste material is heated and regenerated using the following method.

また、本発明は、廃材破砕粒子の細粒分を加熱攪拌する
際に老fE、シたアスファルト分を若返らすために添加
する市販の軟化剤と呼ばれる石油分留油(シェル石油、
モービル石油等の製品)を添加すれは増粒効果を高める
ことに着眼し1廃材をドラムミキサに供給する前に廃材
破砕粒子の細粒分のみを適宜−の軟化剤を添加りながら
加熱攪拌し、廃材粒子を被覆するアスファルト分を軟化
せLめて廃材粒子量子を粘着結合させて粒子径を大きく
して熱容量を増大し、この廃ト↑細粒分を所望の配合割
合で廃材粗粒分と共にトラムミキサに供給しドラムミキ
サ内を通る熱Kによって廃材を加熱再生するものである
In addition, the present invention uses petroleum fractionated oil (Shell Petroleum,
In order to increase the grain-enhancing effect, we focused on increasing the grain-enhancing effect by adding products such as Mobil Oil, etc. 1. Before feeding the waste material to the drum mixer, only the fine particles of the crushed waste material were heated and stirred with the addition of an appropriate softening agent. The asphalt that covers the waste particles is softened and the waste particles are adhesively bonded to increase the particle size and heat capacity, and the fine particles are mixed with the coarse particles of the waste at a desired blending ratio. The waste material is heated and regenerated by heat K supplied to the tram mixer and passed through the drum mixer.

第1図はショークラッシャ、インパクトクラッシャ、熱
解砕方式によって廃材を破砕した時の廃材破砕粒子のサ
ンプル測定による粒度分布を示す通過率曲線であるが、
これによるとインパクトクラッシャでは粒径25%以下
の廃材細粒分が約30重量%発生している。この廃材細
粒分を試験室において加熱攪拌りながら廃材温度60”
C,go℃+00’c、120℃と段階的に昇温させて
その都度の廃材粒子の粒1+分布を測定したものが第2
図である。即ち、廃材を約60℃以ヒに加熱すれば廃材
粒子表面に被覆するアスファルト分か軟化し粘着力が増
大して廃材粒子量子を粘着結合させて相対的に粒度径が
大きくなり、廃材温度を昇温すわばするほどとの増粒効
果が増大することが認められる。
Figure 1 is a passage rate curve showing the particle size distribution obtained by sample measurement of crushed waste particles when waste materials are crushed using a show crusher, an impact crusher, or a thermal crushing method.
According to this, the impact crusher generates about 30% by weight of fine particles of waste material with a particle size of 25% or less. The fine particles of this waste material are heated and stirred in a test chamber until the temperature of the waste material reaches 6".
The second sample was obtained by measuring the particle 1+ distribution of waste particles each time by increasing the temperature stepwise from C, go℃ + 00'c to 120'c.
It is a diagram. In other words, when waste material is heated to about 60°C or higher, the asphalt coating the surface of the waste material particles softens and increases its adhesive strength, causing the waste material particle quanta to adhesively bond and become relatively large in particle size, which lowers the temperature of the waste material. It is recognized that the grain enlarging effect increases as the temperature increases.

第3図は道路敷設中の経年変化により老化したアスファ
ルト分を若返らすために添加する軟化剤と呼ばれる市販
の石油分留袖(シェル石油、モービル石油等の製品)を
廃材に対し1,5重量係添加りながら廃材を60℃、8
0℃に昇温した時の廃材粒子の粒度分布を示す通過率曲
線である。軟化剤は老化したアスファルトの性状を0復
するものであるからこれを添加することによって廃材粒
子の増粒効果が顕著にあられれるのが認められる。
Figure 3 shows a commercially available oil-fractionated tomesode (product of Shell Oil, Mobil Oil, etc.), which is added as a softening agent to rejuvenate asphalt that has aged due to aging during road construction, to the waste material at a rate of 1.5% by weight. Heat the waste material at 60℃ while adding
It is a passage rate curve showing the particle size distribution of waste material particles when the temperature is raised to 0°C. Since the softener restores the properties of aged asphalt to zero, it is recognized that the addition of the softener has a remarkable effect of enlarging the waste material particles.

通常軟化剤はドラムミキサより排出された再生廃1)、
’ CC対し約05重量%程度添加するものであるから
再生廃材中に占める細粒分重量に見合った軟化剤1+t
を増粒する廃材細粒分に添加するようにすればよい。増
粒する際に軟化剤を添加すれば同等の加熱温度であって
も増粒効果を高めることができるし、更には従来のよう
にドラムミキサ排出後の111生廃材に添加するより早
めに軟化剤を添加するので老化したアスファルトの性状
回復を促進し得る。
Softeners are usually recycled waste discharged from drum mixers1),
' Since it is added at about 0.5% by weight to CC, the softening agent is 1+t commensurate with the weight of fine particles in the recycled waste material.
What is necessary is to add it to the fine particles of the waste material to be enlarged. If a softener is added during granulation, the granulation effect can be enhanced even at the same heating temperature, and furthermore, the softener can be added earlier than when added to the 111 waste material after being discharged from a drum mixer, as is the case in the past. can promote the recovery of the properties of aged asphalt.

L妙・して、増Th′lして熱容絹を増大りな廃材細粒
分を所望の配合割合で廃材粗粒分と共にドラムミキサに
供給し、ドラムミキサ内を通る熱風Cでよって廃材を1
60℃前後に加熱再生するのである。
The fine particles of the waste material are supplied to the drum mixer together with the coarse particles of the waste material at a desired blending ratio, and the waste material is blown by the hot air C passing through the drum mixer.
It is regenerated by heating to around 60°C.

以上の如く、本発明は廃材破砕粒子の細粒分のみを)め
加熱攪拌して増粒させ、これを所望の配合割合で廃材粗
粒分き共にトラムミキサに供給するようKLなのでドラ
ムミキサ内で過熱しやすかった廃材細粒分、特に微粒分
を増粒させて熱容垣を増大したので過熱によるアスファ
ルト分のi化は極力抑えることができると共K 、アス
ファルト分の燃焼によるプル スモークの発生も少なく
なる。
As described above, in the present invention, only the fine particles of crushed waste particles are heated and agitated to increase the particles, and this is supplied to the tram mixer together with the coarse particles of the waste material at a desired blending ratio, so the KL is heated in the drum mixer. By increasing the heat capacity by enlarging the fine particles of waste material that were easy to burn, especially the fine particles, it is possible to minimize the asphalt content due to overheating. It becomes less.

また、廃材破砕粒子の細粒子のみを予め加熱攪拌する際
に軟化剤を添加することによって廃材粒子の増粒効果を
一層高めることかできるのである。
Further, by adding a softening agent when only the fine particles of the crushed waste particles are heated and stirred in advance, the effect of enlarging the waste particles can be further enhanced.

【図面の簡単な説明】[Brief explanation of the drawing]

図において、第1図は廃ト21の破砕方式L・こよる廃
材破砕粒子の粒1に分布を示すグラフ、第2図は廃材破
砕粒子の細粒分を加熱攪拌した時の廃材粒子の粒度分布
を示すグラフ、第3図は廃材破砕粒子の細粒分を軟化剤
を添加Llがら加熱攪拌した時の廃(オ粒子の粒度分布
を示すグラフである。 特許出願人 日工株式会社 −3′ 第1図 、5.うttsssn!(吻〕 第2図
In the figure, Fig. 1 is a graph showing the distribution of crushed waste particles in particle 1 of the crushing method L of waste tote 21, and Fig. 2 is a graph showing the particle size of the waste particles when fine particles of the crushed waste particles are heated and stirred. Figure 3 is a graph showing the particle size distribution of waste particles when the fine particles of crushed waste particles are heated and stirred while adding a softener.Patent applicant Nikko Co., Ltd.-3 ' Fig. 1, 5. Uttsssn! (proboscis) Fig. 2

Claims (2)

【特許請求の範囲】[Claims] (1)アスファルト舗装廃材の破砕により発生する廃材
破砕粒子の細粒分のみを予め加熱攪拌し、廃材粒子を被
覆するアスファルト分を軟化せしめて廃材粒子量子を粘
着結合させて熱容量を増大し、この廃材細粒分を所望の
配合割合で廃材粗粒分と共にドラムミキサに供給L1 
ドラムミキサ内を通る黙秘によって廃材を加熱再生した
ことを特徴としたアスファルト舗装廃材の再生方法。
(1) Only the fine particles of crushed waste particles generated by crushing asphalt pavement waste are heated and stirred in advance to soften the asphalt covering the waste particles and adhesively bond the waste particle particles to increase the heat capacity. Feed the fine particles of waste material to the drum mixer L1 together with the coarse particles of waste material at a desired mixing ratio
A method for recycling asphalt pavement waste material, characterized in that the waste material is heated and recycled by passing it through a drum mixer.
(2)アスファルト舗装廃材の破砕により発生する廃材
破砕粒子の細粒分のみを適宜量の軟化剤を添加りながら
加熱攪拌し1廃材粒子を被覆するアスファルト分を軟化
せしめて廃材粒子量子を粘着結合させて熱容量を増大し
1この廃材細粒分を所望の配合割合で廃材粗粒分と共に
ドラムミキサに供給し1 ドラムミキサ内を通る熱風に
よって廃材を加熱再生したことを特徴としたアスファル
ト舗装廃材の再生方法。
(2) Only the fine particles of crushed waste particles generated by crushing asphalt pavement waste are heated and stirred while adding an appropriate amount of softener to soften the asphalt covering each waste particle and adhesively bond the waste particle quantum. 1. A method for recycling asphalt pavement waste material, characterized in that: 1. the fine particles of the waste material are supplied to a drum mixer together with the coarse particles of the waste material at a desired mixing ratio; 1. the waste material is heated and regenerated by hot air passing through the drum mixer. .
JP21470581A 1981-12-25 1981-12-25 How to recycle asphalt pavement waste Expired JPS6030804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21470581A JPS6030804B2 (en) 1981-12-25 1981-12-25 How to recycle asphalt pavement waste

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21470581A JPS6030804B2 (en) 1981-12-25 1981-12-25 How to recycle asphalt pavement waste

Publications (2)

Publication Number Publication Date
JPS58110706A true JPS58110706A (en) 1983-07-01
JPS6030804B2 JPS6030804B2 (en) 1985-07-18

Family

ID=16660238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21470581A Expired JPS6030804B2 (en) 1981-12-25 1981-12-25 How to recycle asphalt pavement waste

Country Status (1)

Country Link
JP (1) JPS6030804B2 (en)

Also Published As

Publication number Publication date
JPS6030804B2 (en) 1985-07-18

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