JP3174493B2 - Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone - Google Patents

Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone

Info

Publication number
JP3174493B2
JP3174493B2 JP32409095A JP32409095A JP3174493B2 JP 3174493 B2 JP3174493 B2 JP 3174493B2 JP 32409095 A JP32409095 A JP 32409095A JP 32409095 A JP32409095 A JP 32409095A JP 3174493 B2 JP3174493 B2 JP 3174493B2
Authority
JP
Japan
Prior art keywords
raw material
crushed
less
supplied
facility
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 - Fee Related
Application number
JP32409095A
Other languages
Japanese (ja)
Other versions
JPH09141243A (en
Inventor
弘満 福井
Original Assignee
リサイクル協同組合
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 リサイクル協同組合 filed Critical リサイクル協同組合
Priority to JP32409095A priority Critical patent/JP3174493B2/en
Publication of JPH09141243A publication Critical patent/JPH09141243A/en
Application granted granted Critical
Publication of JP3174493B2 publication Critical patent/JP3174493B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Disintegrating Or Milling (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は再生単粒度砕石回収
方法及びこの再生単粒度砕石を用いた再生アスファルト
合材製造法に係り、その目的はアスファルト廃材及び/
又はコンクリート廃材から、日本工業規格(JIS−A
5001−1988)に適合する高品質の再生単粒度砕
石を得ることができる再生単粒度砕石回収方法及びこの
再生単粒度砕石を用いた廃材再利用率の高い再生アスフ
ァルト合材製造法を提供することにある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for recovering recycled single-grain crushed stone and a method for producing a recycled asphalt mixture using the recycled single-grain crushed stone.
Or from concrete waste material, Japanese Industrial Standards (JIS-A
The present invention provides a method for recovering recycled single-grain crushed stone capable of obtaining a high-quality recycled single-grain crushed stone conforming to the above-described method, and a method for producing a recycled asphalt mixture having a high waste material recycling rate using the recycled single-grain crushed stone. It is in.

【0002】[0002]

【従来の技術】従来、舗装道路等の補修に伴って生じた
アスファルト廃材は、機械破砕方式、或いは熱解砕方式
等により破砕され、0〜13mmのアスファルト混合物
再生合材原料として再利用されていた。具体的には、機
械破砕方式では、ジョークラッシャを用いた1次破砕で
大割りし、更にインパクトクラッシャを用いた2次破砕
により、所定の大きさに小割りして、この破砕物を再生
路盤材として(0〜40mm)、或いは0〜13mmの
アスファルト混合物再生合材原料として回収していた。
一方、建築物の解体等によって生じたコンクリート廃材
は、様々な寸法、形状をなし、しかも鉄筋、土砂、木な
どの異物を含んでいるため、まず破砕機で50cm程度
の大きさまで粗割りし、土砂その他の異物を除去した
後、さらに破砕機で小割りして、鉄筋等の除去を行った
後、ふるいで分別し、0〜40mm程度の再生路盤材と
して回収されていた。
2. Description of the Related Art Conventionally, asphalt waste generated in repairing a pavement road or the like is crushed by a mechanical crushing method or a thermal crushing method, etc., and is reused as a raw material of a 0-13 mm asphalt mixture recycled mixture material. Was. Specifically, in the mechanical crushing method, the crushed material is roughly divided into primary crushes using a jaw crusher, and further divided into predetermined sizes by a secondary crush using an impact crusher, and the crushed material is regenerated into a subbase course. As a material (0 to 40 mm) or as a 0 to 13 mm asphalt mixture recycled composite material, it was recovered.
On the other hand, concrete waste generated by the demolition of buildings, etc., has various dimensions and shapes, and also contains foreign matters such as reinforcing bars, earth and sand, and trees. After removing sediment and other foreign matter, the material was further divided into small pieces by a crusher to remove reinforcing bars and the like, and then separated by a sieve, and collected as a recycled roadbed material of about 0 to 40 mm.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記し
たようなアスファルト廃材の破砕物から得られるアスフ
ァルト混合物再生骨材の表面にはピッチ被膜が形成され
ているため、このようなアスファルト混合物再生骨材を
アスファルト用骨材として使用する場合、前記ピッチの
被膜により混在される油分が、アスファルト合材プラン
トの製造工程に問題を起こすという課題が存在した。ま
た、コンクリート廃材の破砕のみによって再生した再生
路盤材の中から回収した骨材にはセメントの水和物が付
着しているため、コンクリートに通常用いられている骨
材に比べると比重が小さく、吸水率が高く、またすりへ
り減量も大きいという課題が存在した。従って、アスフ
ァルト合材プラントの製造工程において、これらの廃材
の利用率を高くすることができないという課題が存在し
た。そこで、業界では廃材より品質の高い再生単粒度砕
石を効率良く回収する方法とともに、廃材を効率良く再
利用できる再生アスファルト合材製造法の創出が強く望
まれていた。
However, since a pitch coating is formed on the surface of the asphalt mixture recycled aggregate obtained from the crushed asphalt waste as described above, such an asphalt mixture recycled aggregate is used. When used as an asphalt aggregate, there is a problem that oil mixed in with the pitch coating causes a problem in a manufacturing process of an asphalt mixture plant. In addition, since aggregates recovered from recycled subbase materials that have been regenerated only by crushing concrete waste materials have cement hydrates attached to them, their specific gravity is smaller than aggregates normally used for concrete, There was a problem that the water absorption was high and the amount of abrasion loss was large. Therefore, there is a problem that the utilization rate of these waste materials cannot be increased in the manufacturing process of the asphalt mixture plant. Therefore, there has been a strong demand in the industry for a method for efficiently recovering recycled single-grain crushed stones having higher quality than waste materials, and for creating a method for manufacturing recycled asphalt composite materials capable of efficiently recycling waste materials.

【0004】[0004]

【課題を解決するための手段】本発明では、アスファル
ト廃材及び/又はコンクリート廃材からなる原料を原料
受入設備に収納し、この原料受入設備の下端放出口には
切出し設備を設け、切出し設備により切り出された原料
を1次ふるい設備に供給し、一方切出し設備を通過でき
なかった原料を1次破砕設備へ供給して破砕した後1次
ふるい設備へ供給し、この1次ふるい設備により30m
mを超える原料と30mm以下の原料とに分別し、前記
30mmを超える原料は2次破砕設備へ供給し30mm
以下となるまで破砕し、30mm以下の原料をさらに2
次ふるい設備により分別して10mm未満の原料と10
〜30mmの原料とに分別し、前記10〜30mmの原
料を3次破砕設備へ供給して20mm以下に破砕すると
ともに破砕物に被膜したピッチ分及びセメント水和物を
除去した後3次ふるい設備により分別して、少なくとも
比重が2.45以上で吸水率が3.0%以下ですりへり
減量が30%以下とされる再生単粒度砕石を回収するこ
とを特徴とする再生単粒度砕石回収方法、及び、前記回
収された再生単粒度砕石と新しい単粒度砕石とを9:1
の割合で第2の原料受入設備に供給し、アスファルト混
合物再生骨材を第3の原料受入設備に供給し、第2及び
第3の原料受入設備の下端放出口には搬送装置を設け、
この搬送装置により第2及び第3の原料受入設備の下端
放出口から放出された原料を搬送し、両者を7:3の割
合で添加剤、アスファルト、石粉と共に加熱混合装置へ
供給して加熱混合し、このとき生じるダストを除去した
後、再び混合装置へ供給して混合することにより再生ア
スファルト合材を得ることを特徴とする再生単粒度砕石
を用いた再生アスファルト合材製造法、及び、前記回収
された再生単粒度砕石と新しい単粒度砕石とを9:1の
割合で第2の原料受入設備に供給し、第2の原料受入設
備の下端放出口には搬送装置を設け、この搬送装置によ
り第2原料受入設備の下端放出口から放出された原料を
搬送し、加熱混合装置へ供給して加熱混合し、このとき
生じるダストを除去した後、再び混合装置へ供給して混
合することにより再生アスファルト合材を得ることを特
徴とする再生単粒度砕石を用いた再生アスファルト合材
製造法、を提供することにより、上記従来の課題を悉く
解決する。
According to the present invention, a raw material comprising asphalt waste material and / or concrete waste material is stored in a raw material receiving facility, and a cut-out facility is provided at a lower end outlet of the raw material receiving facility, and cut out by the cut-out facility. The raw material supplied to the primary sieving equipment is supplied to the primary sieving equipment. On the other hand, the raw material that cannot pass through the cutting equipment is supplied to the primary sieving equipment and crushed, and then supplied to the primary sieving equipment.
m and a raw material having a size of 30 mm or less, and the raw material having a size of more than 30 mm is supplied to a secondary crushing facility and supplied to a secondary crusher.
Crushed until the raw material becomes 30 mm or less.
Raw materials less than 10 mm separated by the next sieve
The raw material of 10 to 30 mm is supplied to a tertiary crusher to crush the raw material to a size of 20 mm or less, and the sieving equipment is removed after removing the pitch and cement hydrate coated on the crushed material. A method for recovering a reclaimed single-grain crushed stone having a specific gravity of at least 2.45 and a water absorption of 3.0% or less, and a reduced grinding loss of 30% or less; The recovered regenerated single-grain crushed stone and the new single-grain crushed stone are mixed at a ratio of 9: 1.
To the second raw material receiving facility, supply the asphalt mixture recycled aggregate to the third raw material receiving facility, and provide a transport device at the lower end discharge ports of the second and third raw material receiving facilities,
The raw material discharged from the lower end discharge ports of the second and third raw material receiving facilities is conveyed by this conveying device, and both are supplied to the heating and mixing device together with the additive, asphalt, and stone powder at a ratio of 7: 3, and heated and mixed. Then, after removing the dust generated at this time, a method for producing a recycled asphalt mixture using recycled single-grained crushed stone, characterized by obtaining a recycled asphalt mixture by supplying again to the mixing device and mixing. The recovered regenerated single-grain crushed stone and new single-grain crushed stone are supplied to the second raw material receiving facility at a ratio of 9: 1, and a conveying device is provided at a lower discharge port of the second raw material receiving facility. By conveying the raw material discharged from the lower end discharge port of the second raw material receiving facility and supplying it to the heating and mixing device and mixing it by heating, removing dust generated at this time, and then supplying the mixed material to the mixing device again to mix. By providing the playback asphalt mixture fabrication process, using a reproduced single particle size crushed stone, characterized in that to obtain the raw asphalt material to entirely solve the conventional problems described above.

【0006】[0006]

【発明の実施の形態】以下、本発明に係るアスファルト
廃材及び/又はコンクリート廃材からの再生単粒度砕石
回収方法について、図面を参照しつつ説明する。図1
は、本発明の実施形態の一例を示す工程説明図であり、
以下この図に基づいて工程の説明を行う。原料(29)
としては、現場から廃材として搬入されるアスファルト
混合物塊、路盤廃材、セメント塊、コンクリート塊等を
用い、この原料(29)はホッパー(1)に収納され
る。ホッパー(1)の下端放出口には切出し設備(2)
が設けられる。この切出し設備(2)としては、本実施
例においてはレシプロフィーダー(商品名)を使用し、
原料(29)を所定量ずつ連続的に切出しする。切出し
設備(2)から切り出された原料は、更に次の切出し設
備(3)に送られる。この切出し設備(3)としては、
本実施例においてはグリズリフィーダー(商品名)を使
用し、切出し設備(2)から切り出された原料を所定量
ずつ連続的に切出しする。切出し設備(3)により切り
出された50mm以下の大きさの原料は搬送装置(4)
を介して1次ふるい設備(13)に供給される。搬送装
置(4)としてはベルトコンベア等の任意の装置が適宜
使用される。これは以下の工程で使用される全ての搬送
装置についても同様である。なお、搬送装置(4)上部
には磁力選別装置(5)が設けられ、鉄クズ等(14)
が除去される。
BEST MODE FOR CARRYING OUT THE INVENTION A method for recovering recycled single-grain crushed stone from waste asphalt and / or concrete waste according to the present invention will be described below with reference to the drawings. FIG.
Is a process explanatory view showing an example of an embodiment of the present invention,
Hereinafter, the steps will be described with reference to FIG. Raw materials (29)
The asphalt mixture lump, roadbed waste lump, cement lump, concrete lump, etc. which are carried in as waste from the site are used, and the raw material (29) is stored in the hopper (1). Cutting equipment (2) at the lower outlet of the hopper (1)
Is provided. In this embodiment, a reciprocating feeder (trade name) is used as the cut-out equipment (2).
The raw material (29) is continuously cut out by a predetermined amount. The raw material cut out from the cutting equipment (2) is further sent to the next cutting equipment (3). As this cutting equipment (3),
In this embodiment, a grizzly feeder (trade name) is used, and the raw material cut out from the cutting equipment (2) is continuously cut out by a predetermined amount. The raw material having a size of 50 mm or less cut out by the cut-out equipment (3) is transported (4).
To the primary sieving equipment (13). An arbitrary device such as a belt conveyor is appropriately used as the transport device (4). This is the same for all the transfer devices used in the following steps. In addition, a magnetic separation device (5) is provided on the upper part of the transfer device (4).
Is removed.

【0007】一方、切出し設備(3)を通過できなかっ
た50mm以上の大きさの原料は1次破砕設備(6)に
供給され破砕される。1次破砕設備(6)としては、具
体的にはジョークラッシャが用いられるが、インペラブ
レーカー(商品名)も好適に用いらる。
On the other hand, the raw material having a size of 50 mm or more that cannot pass through the cutting equipment (3) is supplied to the primary crushing equipment (6) and crushed. Specifically, a jaw crusher is used as the primary crushing equipment (6), but an impeller breaker (trade name) is also preferably used.

【0008】1次破砕設備(6)により破砕された破砕
物は、搬送装置(7)を介して1次ふるい設備(9)に
供給される。なお、搬送装置(7)上部にも磁力選別装
置(8)が設けられ、鉄クズ等(14)が除去される。
1次ふるい設備(9)では、破砕物を30mmを超える
ものと30mm未満のものとに分別する。このうち30
mmを超えるものについては、搬送装置(10)により
2次破砕設備(11)に供給される。2次破砕設備(1
1)としては、本実施例ではインペラブレーカー(商品
名)を使用している。
[0008] The crushed material crushed by the primary crushing equipment (6) is supplied to a primary sieving equipment (9) via a transfer device (7). A magnetic separation device (8) is also provided above the transfer device (7), and iron scraps and the like (14) are removed.
In the primary sieving equipment (9), the crushed material is separated into those having a size of more than 30 mm and those having a size of less than 30 mm. 30 of these
Those exceeding mm are supplied to the secondary crushing equipment (11) by the transfer device (10). Secondary crushing equipment (1
As 1), in this embodiment, an impeller breaker (trade name) is used.

【0009】2次破砕設備(11)により破砕された破
砕物は、搬送装置(12)を介して再び搬送装置(7)
に送られ1次ふるい設備(9)へと供給される。1次ふ
るい設備(9)では、前記したように破砕物を30mm
を超えるものと30mm未満のものとに分別する。ここ
で30mmを超えるものについては、再度搬送装置(1
0)を介して2次破砕設備(11)に供給される。つま
り、1次ふるい設備(9)で分別された30mmを超え
る破砕物は、30mm未満の大きさになるまで、前記工
程が繰り返される。
The crushed material crushed by the secondary crushing equipment (11) is again transferred to the transfer device (7) via the transfer device (12).
And supplied to the primary sieving equipment (9). In the primary sieving equipment (9), the crushed material is 30 mm as described above.
And those less than 30 mm. Here, for those exceeding 30 mm, the transfer device (1
0) to the secondary crushing equipment (11). That is, the above process is repeated until the crushed material exceeding 30 mm separated by the primary sieving equipment (9) becomes smaller than 30 mm in size.

【0010】1次ふるい設備(9)で分別された30m
m未満の破砕物は、定量切替装置(15)により、搬送
装置(16)に送られるものと搬送装置(17)に送ら
れるものに分けられる。搬送装置(16)に送られた破
砕物は、そのまま0〜30mmの再生粒度調整砕石(R
M−30:JIS A1102−1989)として回収
される。一方、搬送装置(17)に送られた破砕物は、
2次ふるい設備(18)に供給され、10mm未満の破
砕物と10〜30mmの破砕物に分別され、10mm未
満の破砕物は再生クラッシャラン(RC−10)として
回収される。10〜30mmの破砕物は、搬送装置(1
9)を介して3次破砕設備(20)へ供給される。3次
破砕設備(20)は20mmを超える破砕物を更に細か
く砕いて20mm以下とするとともに破砕物に被膜した
ピッチ及びセメント水和物等を除去するもので、本実施
例ではスーパーサンダー(商品名)を使用しているが、
スーパーラウンダー(商品名)も好適に用いられ、ま
た、シングルトグルクラッシャ、コーンクラッシャ、ロ
ールクラッシャ、インパクトクラッシャ、ハンマクラッ
シャ、ボールミル、ロッドミル、ローラミル、ジェット
ミル等の装置を用いてもよい。3次破砕設備(20)で
破砕物から除去されたピッチ、セメント水和物等は集塵
機(24)により処理される。なお、集塵機(24)と
しては本実施例では、エアーセパレータを使用してい
る。また、3次破砕設備(20)から出てきた破砕物
は、搬送装置(21)により3次ふるい設備(22)に
供給される。
[0010] 30m separated by the primary sieving equipment (9)
The crushed material having a size of less than m is separated by the fixed amount switching device (15) into one sent to the transfer device (16) and one sent to the transfer device (17). The crushed material sent to the conveying device (16) is a recycled crushed stone (R) of 0 to 30 mm as it is.
M-30: JIS A1102-1989). On the other hand, the crushed material sent to the transport device (17)
The crushed material is supplied to a secondary sieving facility (18) and is separated into crushed materials having a size of less than 10 mm and crushed materials having a size of 10 to 30 mm. The crushed materials having a size of less than 10 mm are recovered as a reclaimed crusher oran (RC-10). The crushed material of 10 to 30 mm is transported by the transport device (1
It is supplied to the tertiary crushing equipment (20) via 9). The tertiary crushing equipment (20) is for further crushing crushed material exceeding 20 mm to a size of not more than 20 mm and removing pitch and cement hydrate etc. coated on the crushed material. ), But
A super rounder (trade name) is also preferably used, and an apparatus such as a single toggle crusher, a cone crusher, a roll crusher, an impact crusher, a hammer crusher, a ball mill, a rod mill, a roller mill, a jet mill, or the like may be used. The pitch, cement hydrate and the like removed from the crushed material in the tertiary crushing equipment (20) are processed by a dust collector (24). In this embodiment, an air separator is used as the dust collector (24). The crushed material coming out of the tertiary crushing equipment (20) is supplied to the tertiary sieving equipment (22) by the transfer device (21).

【0011】3次ふるい設備(22)では、供給された
破砕物をまず13mmを超えるもの(13〜20mm)
と13mm未満のものに分別し、13mm未満のものは
更に5〜13mmのものと5mm未満のものとに分別
し、5mm未満のものは更に2.5mm〜5mmのもの
と2.5mm未満のものとに分別する。分別された13
〜20mmの粒度の破砕物(25)は5号再生単粒度砕
石(RS−20)として、5〜13mmの破砕物(2
6)は6号再生単粒度砕石(RS−13)として、また
2.5mm〜5mmの破砕物(27)は7号再生単粒度
砕石(RS−5)として再利用することができる。
[0011] In the tertiary sieving equipment (22), the supplied crushed material firstly exceeds 13 mm (13 to 20 mm).
And less than 13 mm, those of less than 13 mm are further classified into those of 5 to 13 mm and those of less than 5 mm, those of less than 5 mm are further those of 2.5 mm to 5 mm and less than 2.5 mm And separate. Classified 13
The crushed product (25) having a particle size of 2020 mm is a crushed product (5-20 mm) having a size of 5 to 13 mm as No. 5 regenerated single crushed stone (RS-20)
6) can be reused as No. 6 recycled single-grain crushed stone (RS-13), and the crushed material (27) of 2.5 mm to 5 mm can be reused as No. 7 recycled single-grain crushed stone (RS-5).

【0012】次に、このようにして回収された再生単粒
度砕石を用いた再生アスファルト合材製造法について図
2の工程説明図に基いて説明する。先ず、ホッパー(3
0)に前記工程で回収された再生単粒度砕石と山から切
り出した新しい単粒度砕石(31)とを9:1の割合で
供給し、別のホッパー(32)にアスファルト混合物再
生骨材(従来の再生骨材)(33)を供給する。ホッパ
ー(30)、(32)の下端放出口には、それぞれ搬送
装置(34)、(35)が設けられる。
Next, a method for producing a recycled asphalt mixture using the recovered single-grained crushed stone thus recovered will be described with reference to the process explanatory diagram of FIG. First, the hopper (3
0), the recycled single-grain crushed stone collected in the above process and the new single-grain crushed stone (31) cut from the mountain are supplied at a ratio of 9: 1, and the asphalt mixture recycled aggregate (conventionally) is supplied to another hopper (32). Recycled aggregate) (33). The lower end discharge ports of the hoppers (30) and (32) are provided with transport devices (34) and (35), respectively.

【0013】搬送装置(34)、(35)によりホッパ
ー(30)、(32)の下端放出口から放出された原料
を搬送し、両者を7:3の割合で加熱混合装置(36)
へ供給する。このとき同時に、添加剤タンク(37)、
アスファルトタンク(38)、石粉サイロ(39)か
ら、添加剤、アスファルト、石粉を加熱混合装置(3
6)へ供給する。この添加剤は、変化したアスファルト
の性質を元に戻すためのもので、一般に再生用添加剤又
は軟化剤と呼ばれるものである。
The raw materials discharged from the lower discharge ports of the hoppers (30) and (32) are conveyed by the conveying devices (34) and (35), and both are heated and mixed at a ratio of 7: 3 (36).
Supply to At the same time, the additive tank (37),
Additives, asphalt, and stone powder from the asphalt tank (38) and the stone powder silo (39) are heated and mixed (3
6). This additive is for restoring the altered asphalt properties and is commonly called a regeneration additive or softener.

【0014】加熱混合装置(36)としては、ドラムミ
キサーが好適に用いられる。ドラムミキサーでは、傾斜
して設置された回転ドラムの高い側からバーナーで火炎
が吹き込まれ、熱せられた高温ガスが低い側から吹き出
される。ホッパー(30)から放出された原料はドラム
ミキサーの一番高い所から、ホッパー(32)から放出
された原料はドラムミキサーの中間から投入され、両原
料は順次勾配を下り、低い側の下端から放出される。な
お、ドラムミキサー内での加熱温度は約160℃とする
ことが好ましい。
As the heating and mixing device (36), a drum mixer is preferably used. In a drum mixer, a flame is blown from a high side of a rotary drum installed at an angle by a burner, and a heated high-temperature gas is blown from a low side. The raw material discharged from the hopper (30) is fed from the highest point of the drum mixer, and the raw material discharged from the hopper (32) is fed from the middle of the drum mixer. Released. Note that the heating temperature in the drum mixer is preferably about 160 ° C.

【0015】ドラムミキサーの下端から放出された高温
ガスは、ダブルサイクロン(42)、送風機(43)、
集塵機(44)を順次通りダスト分が除去された後、煙
突(45)から放出される。一方、ドラムミキサーの下
端から放出された原料は、混合装置(例としてアフター
ミキサー)(40)により更に混合され、再生アスファ
ルト合材として、サイロ(41)に積み込まれる。
The high-temperature gas released from the lower end of the drum mixer is supplied to a double cyclone (42), a blower (43),
After the dust is removed in order through the dust collector (44), the dust is discharged from the chimney (45). On the other hand, the raw materials discharged from the lower end of the drum mixer are further mixed by a mixing device (for example, an after-mixer) (40) and loaded into a silo (41) as a regenerated asphalt mixture.

【0016】以上説明した工程を経て得られた再生アス
ファルト合材は、結果的に原料の93%を廃材が占める
こととなり、極めて高い廃材再利用率を得ることができ
る。なお、上記工程において、アスファルト混合物再生
骨材(従来の再生骨材)(33)の供給工程を省くこと
により再生用添加剤を加えずに再生アスファルト合材を
得る方法を採用することもできる(図3参照)。この方
法を用いることにより、再生アスファルト合材の製造工
程を簡素化することができ、製造効率を上げることがで
きる。
In the recycled asphalt mixture obtained through the above-described steps, waste material occupies 93% of the raw material as a result, and an extremely high waste material recycling rate can be obtained. In the above step, a method of obtaining a regenerated asphalt mixture without adding a regenerating additive by omitting the step of supplying the asphalt mixture regenerated aggregate (conventional regenerated aggregate) (33) can also be adopted ( (See FIG. 3). By using this method, the manufacturing process of the recycled asphalt mixture can be simplified, and the manufacturing efficiency can be increased.

【0017】[0017]

【実施例】以下、本発明に係る再生単粒度砕石回収方法
の効果を実施例を挙げることにより一層明確なものとす
る。但し、本発明は以下の実施例により何ら限定される
ものではない。 (実施例) 現場より搬入されたアスファルト廃材、コンクリート廃
材、路盤材を、前記図1に示す工程に従って再生単粒度
砕石として分別回収し、回収された再生単粒度砕石のう
ち、0〜13mmの再生単粒度砕石の残留アスファルト
分について調査した。調査結果を表1に示す。
EXAMPLES The effects of the method for recovering recycled single-grain crushed stones according to the present invention will be further clarified by giving examples. However, the present invention is not limited at all by the following examples. (Example) Asphalt waste material, concrete waste material, and roadbed material carried in from the site are separated and recovered as regenerated single-grain crushed stone according to the process shown in FIG. 1, and 0 to 13 mm of the regenerated single-grain crushed stone is recovered. The residual asphalt content of single-grain crushed stone was investigated. Table 1 shows the survey results.

【0018】[0018]

【表1】 [Table 1]

【0019】表1に示されるように、アスファルト分は
ほぼ除去されていたが、粒度が細かくなる程アスファル
ト分多くなる傾向が見られた。
As shown in Table 1, the asphalt content was almost completely removed, but as the particle size became finer, the asphalt content tended to increase.

【0020】そこで、更に上記各粒度の単粒度砕石につ
いて、残留アスファルト分がプラント機械(ドライヤ
ー、ホットエレベーター、振動ふるい等)に及ぼす影響
を調べるため、各単粒度砕石を恒温乾燥機で110℃で
24時間乾燥後、目視観察を行った。観察結果を表2に
示す。
Therefore, in order to investigate the influence of the residual asphalt on plant machines (dryers, hot elevators, vibrating sieves, etc.) with respect to the single-grain crushed stones of the above-mentioned respective particle sizes, each single-grain crushed stone was heated at 110 ° C. in a constant temperature drier. After drying for 24 hours, visual observation was performed. Table 2 shows the observation results.

【0021】[0021]

【表2】 [Table 2]

【0022】表2に示されるように、2.5mm以下の
再生単粒度砕石については、多少固化が認められたが、
2.5〜13mmの再生単粒度砕石については固化が認
められず、通常のアスファルトプラントへの使用は何ら
問題無いと思われる。
As shown in Table 2, with respect to the reclaimed single-grain crushed stone having a size of 2.5 mm or less, some solidification was observed.
No solidification was observed for the reclaimed single-grain crushed stone of 2.5 to 13 mm, and it seems that there is no problem in using it in a normal asphalt plant.

【0023】更に、固化の認められなかった粒径2.5
〜13mmの再生単粒度砕石について、比重、吸水率、
すりへり減量をJIS基準に従って測定した。測定結果
を表3に示す。
Further, the particle size of which no solidification was observed was 2.5
About 13 mm of regenerated single-grain crushed stone, specific gravity, water absorption,
Abrasion loss was measured according to JIS standards. Table 3 shows the measurement results.

【0024】[0024]

【表3】 [Table 3]

【0025】表3に示されるように、粒径2.5〜5m
m、5〜13mmの再生単粒度砕石は、日本工業規格
(JIS A5001−1988)の規格値(比重2.
45以上、吸水量3.0%以下、すりへり減量30%以
下)を十分満足していた。
As shown in Table 3, the particle size is 2.5 to 5 m.
The reclaimed single-grain crushed stone having a m of 5 to 13 mm has a standard value (specific gravity of 2. 1) of Japanese Industrial Standards (JIS A5001-1988).
45 or more, water absorption of 3.0% or less, and abrasion loss of 30% or less).

【0026】[0026]

【発明の効果】以上説明した如く、請求項1の発明はア
スファルト廃材及び/又はコンクリート廃材からなる原
を原料受入設備に収納し、この原料受入設備の下端放
出口には切出し設備を設け、切出し設備により切り出さ
れた原料を1次ふるい設備に供給し、一方切出し設備を
通過できなかった原料を1次破砕設備へ供給して破砕し
た後1次ふるい設備へ供給し、この1次ふるい設備によ
り30mmを超える原料と30mm以下の原料とに分別
し、前記30mmを超える原料は2次破砕設備へ供給し
30mm以下となるまで破砕し、30mm以下の原料を
さらに2次ふるい設備により分別して10mm未満の原
料と10〜30mmの原料とに分別し、前記10〜30
mmの原料を3次破砕設備へ供給して20mm以下に破
砕するとともに破砕物に被膜したピッチ分及びセメント
水和物を除去した後3次ふるい設備により分別して、少
なくとも比重が2.45以上で吸水率が3.0%以下で
すりへり減量が30%以下とされる再生単粒度砕石を回
収することを特徴とする再生単粒度砕石回収方法である
から、以下に述べる効果を奏する。すなわち、舗装道路
等の補修に伴って排出されるアスファルト廃材や建築物
の解体等に伴って排出されるコンクリート廃材から、日
本工業規格に適合する高品質の再生単粒度砕石を効率良
く回収することができ、省資源化、或いは自然環境保全
に貢献することができる。
As described above, the first aspect of the present invention relates to a raw material made of asphalt waste material and / or concrete waste material.
The raw material is stored in the raw material receiving facility, and a cut-out facility is provided at the lower end outlet of the raw material receiving facility. The raw material cut out by the cut-out facility is supplied to the primary sieving facility, while the raw material that cannot pass through the cut-out facility is supplied. After being supplied to the primary crushing equipment and crushed, it is supplied to the primary sieving equipment, and separated into raw materials exceeding 30 mm and raw materials of 30 mm or less by the primary sieving equipment, and the raw materials exceeding 30 mm are sent to the secondary crushing equipment. The mixture is supplied and crushed until it becomes 30 mm or less, and the raw material having a size of 30 mm or less is further separated by a secondary sieving apparatus to be separated into a raw material of less than 10 mm and a raw material of 10 to 30 mm.
mm of raw material is supplied to a tertiary crushing facility, crushed to 20 mm or less, and the pitch content and cement hydrate coated on the crushed material are removed and then separated by a tertiary sieving facility, and the specific gravity is at least 2.45 or more. The method for recovering crushed single-grain crushed stones is characterized by recovering crushed crushed single-grain crushed stones having a water absorption of 3.0% or less and a grinding loss of 30% or less, and has the following effects. In other words, it is necessary to efficiently recover high-quality recycled single-grain crushed stone that conforms to Japanese Industrial Standards from asphalt waste material discharged as a result of repairing paved roads and the like and concrete waste material discharged as a result of demolition of buildings. It can contribute to resource saving or natural environment conservation.

【0027】請求項2の発明はアスファルト廃材及び/
又はコンクリート廃材からなる原料を原料受入設備に収
納し、この原料受入設備の下端放出口には切出し設備を
設け、切出し設備により切り出された原料を1次ふるい
設備に供給し、一方切出し設備を通過できなかった原料
を1次破砕設備へ供給して破砕した後1次ふるい設備へ
供給し、この1次ふるい設備により30mmを超える原
料と30mm以下の原料とに分別し、前記30mmを超
える原料は2次破砕設備へ供給し30mm以下となるま
で破砕し、30mm以下の原料をさらに2次ふるい設備
により分別して10mm未満の原料と10〜30mmの
原料とに分別し、前記10〜30mmの原料を3次破砕
設備へ供給して20mm以下に破砕するとともに破砕物
に被膜したピッチ分及びセメント水和物を除去した後3
次ふるい設備により分別して、少なくとも比重が2.4
5以上で吸水率が3.0%以下ですりへり減量が30%
以下とされる再生単粒度砕石を回収し、この回収された
再生単粒度砕石と新しい単粒度砕石とを9:1の割合で
第2の原料受入設備に供給し、アスファルト混合物再生
骨材を第3の原料受入設備に供給し、第2及び第3の原
料受入設備の下端放出口には搬送装置を設け、この搬送
装置により第2及び第3の原料受入設備の下端放出口か
ら放出された原料を搬送し、両者を7:3の割合で添加
剤、アスファルト、石粉と共に加熱混合装置へ供給して
加熱混合し、このとき生じるダストを除去した後、再び
混合装置へ供給して混合することにより再生アスファル
ト合材を得ることを特徴とする再生単粒度砕石を用いた
再生アスファルト合材製造法であるから、以下に述べる
効果を奏する。すなわち、舗装道路等の補修に伴って排
出されるアスファルト廃材や建築物の解体等に伴って排
出されるコンクリート廃材から、日本工業規格に適合す
る高品質の再生単粒度砕石を効率良く回収することがで
きるとともに、この回収再生単粒度砕石から廃材の占め
る割合が極めて高い再生アスファルト合材を製造するこ
とができ、省資源化、或いは自然環境保全に貢献するこ
とができる。
The second aspect of the present invention relates to asphalt waste material and / or
Alternatively, a raw material made of waste concrete is stored in a raw material receiving facility, and a cut-out facility is provided at a lower end discharge port of the raw material receiving facility, and the raw material cut out by the cut-out facility is supplied to a primary sieving facility and passed through the cut-out facility. The unsuccessful raw materials are supplied to the primary crushing equipment and crushed, and then supplied to the primary sieving equipment. The primary sieving equipment separates the raw materials exceeding 30 mm and the raw materials having a size of 30 mm or less. The raw material supplied to the secondary crushing equipment is crushed until the raw material becomes 30 mm or less, and the raw material of 30 mm or less is further separated by a secondary sieving equipment to be separated into a raw material of less than 10 mm and a raw material of 10 to 30 mm. After supplying to the tertiary crushing equipment and crushing to 20 mm or less and removing the pitch content and cement hydrate coated on the crushed material, 3
Separate by the next sieving equipment and have a specific gravity of at least 2.4.
5 or more, the water absorption is 3.0% or less, and the weight loss is 30%
Recycled crushed single-grain crushed stone described below is collected, and the recovered crushed single-grain crushed stone and new crushed single-grain crushed stone are supplied to the second raw material receiving facility at a ratio of 9: 1, and the asphalt mixture-recycled aggregate is recycled. 3 and a transfer device is provided at the lower discharge ports of the second and third raw material receiving facilities, and the transfer apparatus discharges the raw materials from the lower discharge ports of the second and third raw material receiving facilities. The raw materials are conveyed, and both are supplied to the heating and mixing device together with the additive, asphalt, and stone powder in a ratio of 7: 3, and heat-mixed. After dust generated at this time is removed, the mixture is again supplied to the mixing device and mixed. As a result, the following effects can be obtained. In other words, it is necessary to efficiently recover high-quality recycled single-grain crushed stone that conforms to Japanese Industrial Standards from asphalt waste material discharged as a result of repairing paved roads and the like and concrete waste material discharged as a result of demolition of buildings. In addition, a recycled asphalt mixture in which the ratio of waste material is extremely high can be produced from the recovered and regenerated single-grained crushed stone, which can contribute to resource saving or natural environment conservation.

【0028】請求項3の発明は、アスファルト廃材及び
/又はコンクリート廃材からなる原料を原料受入設備に
収納し、この原料受入設備の下端放出口には切出し設備
を設け、切出し設備により切り出された原料を1次ふる
い設備に供給し、一方切出し設備を通過できなかった原
料を1次破砕設備へ供給して破砕した後1次ふるい設備
へ供給し、この1次ふるい設備により30mmを超える
原料と30mm以下の原料とに分別し、前記30mmを
超える原料は2次破砕設備へ供給し30mm以下となる
まで破砕し、30mm以下の原料をさらに2次ふるい設
備により分別して10mm未満の原料と10〜30mm
の原料とに分別し、前記10〜30mmの原料を3次破
砕設備へ供給して20mm以下に破砕するとともに破砕
物に被膜したピッチ分及び/又はセメント水和物を除去
した後3次ふるい設備により分別して、少なくとも比重
が2.45以上で吸水率が3.0%以下ですりへり減量
が30%以下とされる再生単粒度砕石を回収し、この回
収された再生単粒度砕石と新しい単粒度砕石とを9:1
の割合で第2の原料受入設備に供給し、第2の原料受入
設備の下端放出口には搬送装置を設け、この搬送装置に
より第2原料受入設備の下端放出口から放出された原料
を搬送し、加熱混合装置へ供給して加熱混合し、このと
き生じるダストを除去した後、再び混合装置へ供給して
混合することにより再生アスファルト合材を得ることを
特徴とする再生単粒度砕石を用いた再生アスファルト合
材製造法であるから、請求項2の発明の効果に加えて更
に以下に述べる効果を奏する。すなわち、一切の添加剤
を必要とせずに廃材の占める割合が極めて高い再生アス
ファルト合材を製造することができるため、再生アスフ
ァルト合材製造工程を簡素化することができる。
According to a third aspect of the present invention, a raw material comprising asphalt waste material and / or concrete waste material is stored in a raw material receiving facility, and a cutout facility is provided at a lower end outlet of the raw material receiving facility, and the raw material cut out by the cutout facility is provided. Is supplied to the primary sieving equipment, while the raw materials that cannot pass through the cutting equipment are supplied to the primary crushing equipment, crushed and then supplied to the primary sieving equipment, and the raw materials exceeding 30 mm and 30 mm are supplied by the primary sieving equipment. The following raw materials are separated, and the raw materials exceeding 30 mm are supplied to a secondary crushing facility and crushed until the raw materials become 30 mm or less, and the raw materials of 30 mm or less are further separated by a secondary sieving facility to obtain raw materials of less than 10 mm and 10 to 30 mm.
The raw material of 10 to 30 mm is supplied to a tertiary crushing facility to be crushed to 20 mm or less, and the crushed material is removed to remove the pitch and / or cement hydrate. To recover recycled single-grain crushed stone having a specific gravity of at least 2.45, a water absorption of 3.0% or less, and a grinding loss of 30% or less. 9: 1 with crushed stone
To the second raw material receiving facility, and a transport device is provided at the lower discharge port of the second raw material receiving facility, and the raw material discharged from the lower discharge port of the second raw material receiving facility is transported by the transport device. Then, the mixture is supplied to a heating and mixing apparatus to be heated and mixed, dust generated at this time is removed, and then supplied to the mixing apparatus again to obtain a regenerated asphalt mixture, thereby obtaining a reclaimed single-grain crushed stone. Since the recycled asphalt composite material manufacturing method is used, the following effects can be further obtained in addition to the effects of the second aspect of the present invention. That is, a recycled asphalt mixture in which the proportion of waste material is extremely high can be produced without requiring any additives, so that the process for producing a recycled asphalt mixture can be simplified.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る再生単粒度砕石回収方法の実施形
態の一例を示す工程説明図である。
FIG. 1 is a process explanatory view showing an example of an embodiment of a method for recovering recycled single-grain crushed stone according to the present invention.

【図2】本発明に係る再生アスファルト合材製造法の実
施形態の一例を示す工程説明図である。
FIG. 2 is a process explanatory view showing an example of an embodiment of the method for producing a recycled asphalt mixture according to the present invention.

【図3】本発明に係る再生アスファルト合材製造法の実
施形態の一例を示す工程説明図である。
FIG. 3 is a process explanatory view showing an example of an embodiment of the method for producing a recycled asphalt mixture according to the present invention.

【符号の説明】[Explanation of symbols]

1 第1の原料受入設備 2、3 切出し設備 6 1次破砕設備 9、13 1次ふるい設備 11 2次破砕設備 18 2次ふるい設備 20 3次破砕設備 22 3次ふるい設備 30 第2の原料受入設備 32 第3の原料受入設備 34、35 搬送装置 36 加熱混合装置 40 混合装置 DESCRIPTION OF SYMBOLS 1 First raw material receiving equipment 2, 3 Cutting-out equipment 6 Primary crushing equipment 9, 13 Primary sieving equipment 11 Secondary crushing equipment 18 Secondary sieving equipment 20 Tertiary crushing equipment 22 Tertiary sieving equipment 30 Second raw material receiving Equipment 32 Third raw material receiving equipment 34, 35 Transfer device 36 Heating and mixing device 40 Mixing device

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 アスファルト廃材及び/又はコンクリー
ト廃材からなる原料を原料受入設備に収納し、この原料
受入設備の下端放出口には切出し設備を設け、切出し設
備により切り出された原料を1次ふるい設備に供給し、
一方切出し設備を通過できなかった原料を1次破砕設備
へ供給して破砕した後1次ふるい設備へ供給し、この1
次ふるい設備により30mmを超える原料と30mm以
下の原料とに分別し、前記30mmを超える原料は2次
破砕設備へ供給し30mm以下となるまで破砕し、30
mm以下の原料をさらに2次ふるい設備により分別して
10mm未満の原料と10〜30mmの原料とに分別
し、前記10〜30mmの原料を3次破砕設備へ供給し
て20mm以下に破砕するとともに破砕物に被膜したピ
ッチ分及び/又はセメント水和物を除去した後3次ふる
い設備により分別して、少なくとも比重が2.45以上
で吸水率が3.0%以下ですりへり減量が30%以下と
される再生単粒度砕石を回収することを特徴とする再生
単粒度砕石回収方法。
1. A raw material comprising asphalt waste material and / or concrete waste material is stored in a raw material receiving facility, a cutout facility is provided at a lower end discharge port of the raw material receiving facility, and the raw material cut out by the cutout facility is subjected to a primary sieving facility. Supply to
On the other hand, the raw materials that cannot pass through the cutting equipment are supplied to the primary crushing equipment, crushed, and then supplied to the primary sieving equipment.
The raw material exceeding 30 mm and the raw material having a size of 30 mm or less are separated by the next sieving equipment, and the raw material exceeding 30 mm is supplied to a secondary crushing equipment and crushed until the raw material has a size of 30 mm or less.
The raw material having a diameter of 10 mm or less is further separated by a secondary sieve to separate the raw material having a diameter of less than 10 mm into a raw material having a diameter of 10 to 30 mm. After removing the pitch and / or cement hydrate coated on the material, it is separated by tertiary sieving equipment. The specific gravity is at least 2.45, the water absorption is 3.0% or less, and the grinding loss is 30% or less. A method for collecting reclaimed single-grain crushed stones, comprising recovering regenerated single-grain crushed stones.
【請求項2】 アスファルト廃材及び/又はコンクリー
ト廃材からなる原料を原料受入設備に収納し、この原料
受入設備の下端放出口には切出し設備を設け、切出し設
備により切り出された原料を1次ふるい設備に供給し、
一方切出し設備を通過できなかった原料を1次破砕設備
へ供給して破砕した後1次ふるい設備へ供給し、この1
次ふるい設備により30mmを超える原料と30mm以
下の原料とに分別し、前記30mmを超える原料は2次
破砕設備へ供給し30mm以下となるまで破砕し、30
mm以下の原料をさらに2次ふるい設備により分別して
10mm未満の原料と10〜30mmの原料とに分別
し、前記10〜30mmの原料を3次破砕設備へ供給し
て20mm以下に破砕するとともに破砕物に被膜したピ
ッチ分及び/又はセメント水和物を除去した後3次ふる
い設備により分別して、少なくとも比重が2.45以上
で吸水率が3.0%以下ですりへり減量が30%以下と
される再生単粒度砕石を回収し、この回収された再生単
粒度砕石と新しい単粒度砕石とを9:1の割合で第2の
原料受入設備に供給し、アスファルト混合物再生骨材を
第3の原料受入設備に供給し、第2及び第3の原料受入
設備の下端放出口には搬送装置を設け、この搬送装置に
より第2及び第3の原料受入設備の下端放出口から放出
された原料を搬送し、両者を7:3の割合で添加剤、ア
スファルト、石粉と共に加熱混合装置へ供給して加熱混
合し、このとき生じるダストを除去した後、再び混合装
置へ供給して混合することにより再生アスファルト合材
を得ることを特徴とする再生単粒度砕石を用いた再生ア
スファルト合材製造法。
2. A raw material comprising asphalt waste material and / or concrete waste material is stored in a raw material receiving facility, and a cutout facility is provided at a lower end discharge port of the raw material receiving facility, and a raw material cut out by the cutout facility is subjected to a primary sieving facility. Supply to
On the other hand, the raw materials that cannot pass through the cutting equipment are supplied to the primary crushing equipment, crushed, and then supplied to the primary sieving equipment.
The raw material exceeding 30 mm and the raw material having a size of 30 mm or less are separated by the next sieving equipment, and the raw material exceeding 30 mm is supplied to a secondary crushing equipment and crushed until the raw material has a size of 30 mm or less.
The raw material having a diameter of 10 mm or less is further separated by a secondary sieve to separate the raw material having a diameter of less than 10 mm into a raw material having a diameter of 10 to 30 mm. After removing the pitch and / or cement hydrate coated on the material, it is separated by tertiary sieving equipment. The specific gravity is at least 2.45, the water absorption is 3.0% or less, and the grinding loss is 30% or less. Recovered crushed single-grain crushed stone, and the recovered crushed single-grain crushed stone and new crushed single-grain crushed stone are supplied to the second raw material receiving facility at a ratio of 9: 1, and the asphalt mixture recycled aggregate is converted into the third raw material. A transfer device is provided at the lower discharge ports of the second and third raw material receiving facilities for supplying the raw material discharged from the lower discharge ports of the second and third raw material receiving facilities. I Both are supplied to the heating and mixing device together with the additive, asphalt, and stone powder in a ratio of 7: 3 to be heated and mixed. After dust generated at this time is removed, the mixed material is again supplied to the mixing device and mixed to produce a regenerated asphalt mixture. A method for producing a recycled asphalt mixture using recycled single-grained crushed stones, characterized in that:
【請求項3】 アスファルト廃材及び/又はコンクリー
ト廃材からなる原料を原料受入設備に収納し、この原料
受入設備の下端放出口には切出し設備を設け、切出し設
備により切り出された原料を1次ふるい設備に供給し、
一方切出し設備を通過できなかった原料を1次破砕設備
へ供給して破砕した後1次ふるい設備へ供給し、この1
次ふるい設備により30mmを超える原料と30mm以
下の原料とに分別し、前記30mmを超える原料は2次
破砕設備へ供給し30mm以下となるまで破砕し、30
mm以下の原料をさらに2次ふるい設備により分別して
10mm未満の原料と10〜30mmの原料とに分別
し、前記10〜30mmの原料を3次破砕設備へ供給し
て20mm以下に破砕するとともに破砕物に被膜したピ
ッチ分及び/又はセメント水和物を除去した後3次ふる
い設備により分別して、少なくとも比重が2.45以上
で吸水率が3.0%以下ですりへり減量が30%以下と
される再生単粒度砕石を回収し、この回収された再生単
粒度砕石と新しい単粒度砕石とを9:1の割合で第2の
原料受入設備に供給し、第2の原料受入設備の下端放出
口には搬送装置を設け、この搬送装置により第2原料受
入設備の下端放出口から放出された原料を搬送し、加熱
混合装置へ供給して加熱混合し、このとき生じるダスト
を除去した後、再び混合装置へ供給して混合することに
より再生アスファルト合材を得ることを特徴とする再生
単粒度砕石を用いた再生アスファルト合材製造法。
3. A raw material comprising asphalt waste material and / or concrete waste material is stored in a raw material receiving facility, a cutout facility is provided at a lower end discharge port of the raw material receiving facility, and a raw material cut out by the cutout facility is subjected to a primary sieving facility. Supply to
On the other hand, the raw materials that cannot pass through the cutting equipment are supplied to the primary crushing equipment, crushed, and then supplied to the primary sieving equipment.
The raw material exceeding 30 mm and the raw material having a size of 30 mm or less are separated by the next sieving equipment, and the raw material exceeding 30 mm is supplied to a secondary crushing equipment and crushed until the raw material has a size of 30 mm or less.
The raw material having a diameter of 10 mm or less is further separated by a secondary sieve to separate the raw material having a diameter of less than 10 mm into a raw material having a diameter of 10 to 30 mm. After removing the pitch and / or cement hydrate coated on the material, it is separated by tertiary sieving equipment. The specific gravity is at least 2.45, the water absorption is 3.0% or less, and the grinding loss is 30% or less. Recovered crushed single-grain crushed stone, and supplies the recovered crushed single-grain crushed stone and new crushed single-grain crushed stone to the second raw material receiving facility at a ratio of 9: 1. Is provided with a conveying device, and the conveying device conveys the raw material discharged from the lower end discharge port of the second raw material receiving facility, supplies the raw material to the heating / mixing device, heat-mixes, removes dust generated at this time, and then again Play asphalt mixture fabrication method using the reproduced single particle size crushed stone, characterized in that to obtain a recycled asphalt mixture material by mixing supplied to the coupling device.
JP32409095A 1995-11-16 1995-11-16 Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone Expired - Fee Related JP3174493B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32409095A JP3174493B2 (en) 1995-11-16 1995-11-16 Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32409095A JP3174493B2 (en) 1995-11-16 1995-11-16 Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone

Publications (2)

Publication Number Publication Date
JPH09141243A JPH09141243A (en) 1997-06-03
JP3174493B2 true JP3174493B2 (en) 2001-06-11

Family

ID=18162052

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32409095A Expired - Fee Related JP3174493B2 (en) 1995-11-16 1995-11-16 Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone

Country Status (1)

Country Link
JP (1) JP3174493B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103846150A (en) * 2014-03-07 2014-06-11 上海太太乐食品有限公司 Novel mixed material grinding system as well as mixing and grinding method thereof

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4676107B2 (en) * 2001-09-03 2011-04-27 西松建設株式会社 Recycled aggregate manufacturing apparatus and recycled aggregate manufacturing method
JP2006176387A (en) * 2004-12-24 2006-07-06 Fukui Keisuke Recyclable aggregate for interlocking block and method for manufacturing recyclable interlocking block as well as recyclable interlocking block
JP6720583B2 (en) * 2016-03-03 2020-07-08 宇部興産機械株式会社 Method and apparatus for manufacturing building material using tunnel excavation shear
CN107890938A (en) * 2017-11-22 2018-04-10 北京都市绿源环保科技有限公司 A kind of method of building waste recycling
CN108855522B (en) * 2017-11-22 2019-11-29 北京都市绿源环保科技有限公司 A kind of building waste recycling and processing device
CN112958254B (en) * 2021-02-23 2023-02-24 山东博研粉体技术装备有限公司 Aggregate production system and production method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103846150A (en) * 2014-03-07 2014-06-11 上海太太乐食品有限公司 Novel mixed material grinding system as well as mixing and grinding method thereof

Also Published As

Publication number Publication date
JPH09141243A (en) 1997-06-03

Similar Documents

Publication Publication Date Title
CN100398214C (en) Waste concrete component separating method
KR100582847B1 (en) Selecting apparatus and its method for recycling construction waste material
EP0548491A1 (en) Method of regenerating aggregate from construction waste
JP3174493B2 (en) Method for recovering recycled single-grain crushed stone and method for producing recycled asphalt mixture using this recycled single-grain crushed stone
JP3612030B2 (en) Recyclable asphalt composite manufacturing method
JP5713583B2 (en) Method for producing recycled asphalt simple pavement material from asphalt waste
KR100660142B1 (en) Method and system for producing dried sand
JP3245549B2 (en) Method for producing backfill sand
KR20060103708A (en) A device for manufacturing sand using construction waste and rock which treatment water and water
JP2003080297A (en) Method and apparatus for recovering useful granular material from waste
JP3103269B2 (en) How to collect recycled aggregate
GB1580908A (en) Production of sand
JP2001048612A (en) Production of aggregate for architecture and civil engineering construction
JP5068082B2 (en) Interlocking block reusing the whole amount of demolished concrete and manufacturing method thereof
KR100242414B1 (en) Manufacturing method of sand
KR100516357B1 (en) wet and dry type Manufacturing method of aggregate for recycling construction waste material
CN112266205A (en) Machine-made sand concrete production process and system
KR101085795B1 (en) Method for manufacture of ascon using waste stone
JP5068008B2 (en) Interlocking block reusing the whole amount of demolished concrete and manufacturing method thereof
KR100828729B1 (en) Manufacturing method for reclaiming aggregate from scrapped construction materials using sand blast method
JP2010143797A (en) Method and system for cleaning limestone
KR100549295B1 (en) a production device and method of fine stone using waste materials for construction work
JPH04114780A (en) Method and apparatus for re-treating concrete waste
JP2001047021A (en) Method and apparatus for recycling concrete waste material utilizing asphalt plant
JP3044592U (en) Equipment for manufacturing recycled sand from waste concrete and asphalt waste

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090330

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100330

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees