JPS5869772A - Regeneration of concrete waste products - Google Patents
Regeneration of concrete waste productsInfo
- Publication number
- JPS5869772A JPS5869772A JP56166704A JP16670481A JPS5869772A JP S5869772 A JPS5869772 A JP S5869772A JP 56166704 A JP56166704 A JP 56166704A JP 16670481 A JP16670481 A JP 16670481A JP S5869772 A JPS5869772 A JP S5869772A
- Authority
- JP
- Japan
- Prior art keywords
- concrete waste
- particle size
- concrete
- sieving device
- waste
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/16—Waste materials; Refuse from building or ceramic industry
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
- Treatment Of Sludge (AREA)
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、コンクリート建造物の取壊し時等に生ずるコ
ンクリート廃材の再生方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for recycling concrete waste material generated during the demolition of concrete buildings.
資源の枯渇、廃棄公害は建設分野においても例外ではな
い。そこで、コンクリート建造物を取壊したときlこ生
ずるコンクリート廃材を捨てることなく再生の骨材とし
て再利用することが考えられている。The construction field is no exception to resource depletion and waste pollution. Therefore, it is being considered to reuse the concrete waste material that is generated when a concrete building is demolished as recycled aggregate instead of throwing it away.
ところで、実験によれば、コンクリートの塊を単に小さ
く割っただけでは、砕石の形状を表わす実積率が粗骨材
の場合58%以上でJASS5の■級の規格値(55チ
以上)を大きくこえるものの、骨材の重さを表わす絶乾
比重が1.97〜2.14と規格値2.5以上に遠く及
ばず、また吸水率も8.3〜12.1チと規格値3.0
%以下を大きく上回る結果が得られている。したがっ
て、コンクリートの塊を小さく割ってその粒度を調整し
ただけでは、これを骨材として用いることはできない。By the way, according to experiments, if a concrete lump is simply broken into small pieces, the actual area ratio representing the shape of crushed stone is 58% or more in the case of coarse aggregate, which exceeds the JASS5 class ■ standard value (55 inches or more). However, the absolute dry specific gravity, which represents the weight of the aggregate, is 1.97 to 2.14, which is far below the standard value of 2.5, and the water absorption rate is 8.3 to 12.1 inches, which is 3.5 inches. 0
% or less has been obtained. Therefore, it is not possible to use a concrete block as an aggregate simply by dividing it into small pieces and adjusting the particle size.
本発明は、コンクリート廃材中の骨材に付着しているセ
メント成分を機械的手段iこより摩滅して除去すること
によって上記従来の問題点を解消したもので、実積率と
絶乾比重が高く、また吸水率が低い骨材を得ることがで
きるコンクリート廃材の再生方法を提供することを目的
とする。以下本発明を図面を参照して説明する。The present invention solves the above-mentioned conventional problems by abrading and removing the cement components attached to the aggregate in concrete waste by mechanical means, and has a high actual area ratio and absolute dry specific gravity. Another object of the present invention is to provide a method for recycling concrete waste material that can obtain aggregate with a low water absorption rate. The present invention will be explained below with reference to the drawings.
第1図は本発明の概念図で、本発明に係るコンクIJ
−ト廃材の再生方法は、前処理工程IA)と、分級工程
IBI及び製砂工程(C)とからなる。FIG. 1 is a conceptual diagram of the present invention.
- The method for recycling waste materials consists of a pretreatment step IA), a classification step IBI, and a sand making step (C).
前処理工程(Atはコンクリート廃材の粒度を調整する
とともに、コンクリート廃材中に含まれている鉄片や土
砂等の異物を取り除くものである。この工程囚において
は、コンクリート建造物の解体時に生じた粒径が大体O
〜1ooo 0のコンクリートの塊(廃材)(1)をダ
ンプカー(2)等でグリズIJ−等の第1ふるい装置(
3)に運ぶ。この第1ふるい装置(3)の部分において
は、コンクリート廃材(1)中の鉄筋などをガス切断等
の手段によって切断しこれを異物として取り出すととも
に、大径のコンクリート廃材を粗砕し、第1ふるい装置
(3)を通過した粒径が大体4000以下のコンクリー
ト廃材をグリズリ−等の第2ふるい装置(4)に投入す
る。このコンクリート廃材を第2ふるい装置(4)によ
って粒径が大体1500以上のものとこれよりも小さい
物に分け、15011II以上のコンクリート廃材をク
ラッシャ等の第1破砕機(5)に送る一方、これよりも
粒径が小さく第2ふるい装置(4)を通過したコンクI
J −ト廃材をスクリーン等の第3ふるい装置(6)に
供給する。第1破砕機(1)では、与えられたコンクリ
ート廃材を150u以下の粒径に破砕してこれをクラッ
シャ等の第2破砕機(7)に供給する。The pretreatment process (At) adjusts the particle size of concrete waste and removes foreign substances such as iron pieces and earth contained in the concrete waste.In this process, particles generated during the demolition of concrete buildings are The diameter is approximately O
~1ooo 0 concrete lump (waste material) (1) is passed through the first sieving device (Griz IJ- etc.) using a dump truck (2) etc.
3) Transport. In this first sieving device (3), reinforcing bars and the like in the concrete waste material (1) are cut by means such as gas cutting and removed as foreign matter, and the large-diameter concrete waste material is roughly crushed. The concrete waste material having a particle size of approximately 4000 or less that has passed through the sieving device (3) is fed into a second sieving device (4) such as Grizzly. This concrete waste is separated by a second sieving device (4) into particles with a particle size of approximately 1500 or more and particles smaller than this, and the concrete waste with a particle size of 15011II or more is sent to a first crusher (5) such as a crusher. Conc I which passed through the second sieving device (4) with a smaller particle size than
The waste material is fed to a third sieving device (6) such as a screen. The first crusher (1) crushes the given concrete waste into particles with a particle size of 150 u or less and supplies the crushed concrete to a second crusher (7) such as a crusher.
また、第3ふるい装置(6)は第2ふるい装置(4)か
ら供給されたコンクリート廃材を粒径が30〜150關
のものとそれ以下のものに分け、前者゛を第2破砕機(
7)に供給し、後者を土砂として排除する。第1破砕機
(5)と第3ふるい装置(6)からコンクリート廃材を
第2破砕機(7)に送る過程において鉄片その他の異物
を取り除く。この場合、鉄片の除去には。In addition, the third sieving device (6) separates the concrete waste supplied from the second sieving device (4) into those with a particle size of 30 to 150 and those with a particle size of 30 to 150, and those with a particle size of 30 to 150 or smaller.
7), and the latter is removed as sediment. In the process of sending the concrete waste from the first crusher (5) and the third sieving device (6) to the second crusher (7), iron pieces and other foreign substances are removed. In this case, for the removal of shingles.
、通常マグネットが用いられる。, usually a magnet is used.
第2破砕機(力では与えられたコンクリート廃材を0〜
40朋の粒径に破砕し、これをスクリーン等の第4ふる
い装置181に供給する。第4ふるい装置(8)におい
ては与えられたコンクリート廃材をふるい分け1粒径δ
〜40簡のコンクリート廃材を第2破砕機(7)iζ戻
すとともζこ、粒径0〜25簡のコンクリート廃材を中
間タンク(9)に入れる。2nd crusher (with force, it can crush the given concrete waste from 0 to
The particles are crushed to a particle size of 40 mm and supplied to a fourth sieving device 181 such as a screen. In the fourth sieving device (8), the given concrete waste is sieved and the particle size δ is
When the concrete waste of ~40 pieces is returned to the second crusher (7), the concrete waste with a particle size of 0 to 25 pieces is put into the intermediate tank (9).
分級工程IB)は、前処理工程で中間タンク(9)内に
入れられたコンクリート廃材を取り出して粒度別に分級
するものである。すなわち、この工程(朗こおいては、
中間タンク(9)内に収容されているθ〜25鴎のコン
クリート廃材をタンク(9)から取り出して、まずスク
リーン等の第5ふるい装置O・に入れ、ここで上記コン
クリート廃材を5〜25關のものと同0〜5龍のものに
分ける。そして後者の粒径0〜5龍のコンクリート廃材
をセパレータ付きの秒置生機(1υに入れてここで粒度
0.15〜51mのコンクリート廃材と粒径O〜0.1
55mのコンクリート廃材に分け、後者のコンクリート
廃材を微粉タンク(121に収容する。In the classification step IB), the concrete waste material placed in the intermediate tank (9) in the pretreatment step is taken out and classified according to particle size. In other words, this process (in the
The concrete waste of θ~25 degrees stored in the intermediate tank (9) is taken out from the tank (9) and first put into a fifth sieving device O, such as a screen, where the concrete waste is 5~25 degrees of Divide into 0 to 5 dragons. Then, the latter concrete waste with a particle size of 0 to 5 meters is put into a second aging machine (1υ) equipped with a separator, and here it is mixed with concrete waste with a particle size of 0.15 to 51 m and a particle size of O to 0.1.
The concrete waste is divided into 55 m long concrete waste and the latter concrete waste is stored in the fine powder tank (121).
製砂工程fc1は上記第5ふるい装置1ll)と秒置生
機(1υで得られた粒径5〜25W1及び0.15〜5
inのコンクリート廃材からセメント成分を分離してこ
れを砂、つまり再生骨材に仕上げるものである。The sand making process fc1 uses the fifth sieve device (1 liter) and the second sieve machine (1 υ) with grain sizes of 5 to 25 W1 and 0.15 to 5
The process involves separating cement components from concrete waste materials from industrial plants and turning it into sand, or recycled aggregate.
まず、粒径5〜250のコンクリート廃材から説明する
と、第5ふるい装置(ioで分けられた上記コンクリー
ト廃材を水と一緒に第1製砕I!(+3に供給してコン
クリート廃材の相互間に生ずる摩減作用によって付着セ
メント成分を分離し、これをスクリーン等の第6ふるい
装置α引こ供給する。第6ふるい装置Iでは与えられた
コンクリート廃材を粒径20〜2511II111O〜
21Jwx、 5〜10■及び0〜5鶴のものに分け、
前王者のコンクリート廃材を粒度別に整粒タンク崗に収
容する。整粒タンクQSに収容されたコンクリート廃材
は、これを各粒度別に望む割合で堆り出し、第1混合機
(111Gにかけて混合した後、第1製品タンクQnに
入れ、あるいは適当な搬出装置囮で作業現場等に運ぶ。First, to explain concrete waste with a particle size of 5 to 250, the concrete waste separated by the fifth sieving device (io) is supplied together with water to the first crusher I! The adhering cement components are separated by the resulting attrition action, and this is drawn and fed to a sixth sieve device α such as a screen.In the sixth sieve device I, the given concrete waste is separated into particles with a particle size of 20~2511II111O~
21Jwx, divided into 5-10■ and 0-5 cranes,
The former champion's concrete waste is stored in a grading tank according to particle size. The concrete waste stored in the grading tank QS is piled up at the desired ratio for each particle size, mixed by the first mixer (111G), and then put into the first product tank Qn or by an appropriate conveyance device decoy. Transport it to the work site, etc.
上記において整粒タンク0!19をあふれ出たコンクリ
ート廃材はこれをクラッシャ等の第3破砕機Qlにかけ
て破砕し、そのまま第6ふるい装置Iに戻す。In the above, the concrete waste material overflowing from the grading tank 0!19 is crushed by a third crusher Ql such as a crusher, and then returned to the sixth sieving device I as it is.
また、秒置生機0υで得られた粒径0.15〜5關のコ
ンクリート廃材は、第6ふるい装置04で分けられた粒
径0〜5簡のコンクリート廃材及び水と一緒↓こ第2製
砂機(7)にかけ、前記と同様にコンクIJ )廃材
の相互間に生ずる摩減作用によって付着セメント成分を
分離してスクリーン等の第7ふるい装置(21)に供給
する。第7ふるい装置Q1)では与えられたコンクリー
ト廃材を粒径2.5〜5 m 、 1.2〜2.511
1、及びθ〜1.2 mのものに分け、前二者を整粉タ
ンクのに粒度別に収容するとともに、後者の粒径0〜1
.2Mのコンクリート廃材をセパレータのに供給する。In addition, the concrete waste material with a particle size of 0.15 to 5 cm obtained by the second aging machine 0υ is mixed with the concrete waste material with a particle size of 0 to 5 cm separated by the 6th sieving device 04 and water. The waste is passed through a sand machine (7), and the adhering cement components are separated by the abrasive action that occurs between the conc IJ waste materials as described above, and the separated cement components are supplied to a seventh sieving device (21) such as a screen. In the seventh sieving device Q1), the given concrete waste is sieved with particle sizes of 2.5 to 5 m and 1.2 to 2.511.
1, and θ ~ 1.2 m, and store the former two in a powder-filtering tank according to particle size, and store the latter with a particle size of 0 to 1.2 m.
.. Supply 2M of concrete waste to the separator.
セパレータ(ハ)は与えられたコンクリート廃材から粒
径0.15〜1.2Mの廃材を分けて整粉タンク(2z
に収容する一方、他のコンクリート廃材つまりスラリー
を排除する。上記で整粉タンク02に収容されたコンク
リート廃材は、これを各粒度別に望む割合で取り出し、
第2混合機cl引こかけて混合した後、第2製品タンク
(至)に入れ、あるいは適当な搬出装置弼で作業現場等
に運ぶ。この場合においても整粉タンクのをあふれ出た
コンクリート廃材はこれをクラッシャ等の第4破砕機@
Iこ送って破砕し、第7ふるい装置Qυに戻す。The separator (c) separates the waste material with a particle size of 0.15 to 1.2M from the given concrete waste material and transfers it to the grading tank (2z
while eliminating other concrete waste or slurry. The concrete waste stored in the grading tank 02 above is taken out at the desired ratio for each particle size, and
After the mixture is mixed in the second mixer CL, it is placed in the second product tank (to) or transported to a work site using an appropriate transport device. In this case as well, the concrete waste that overflows from the granulation tank is removed by a fourth crusher such as a crusher@
It is sent to the sieve, crushed, and returned to the seventh sieve device Qυ.
なお、ふるい装置や破砕機等の部分で発した粉塵は集塵
機(至)により集めて微粉タンクVtに入れる。また、
第6ふるい装置Iで生じたスラリーは、粒径0〜5mの
コンクリート廃材を第6ふるい装置Iから第2製砂機■
に送る際に排除する。上記に述べたコンクリート廃材の
各粒径(IllI)は第1図中にカッコ書きで示したが
これはあくまで一例にすぎない。Incidentally, dust generated from parts such as the sieving device and the crusher is collected by a dust collector (to) and placed in the fine powder tank Vt. Also,
The slurry produced in the sixth sieving device I is the concrete waste material with a grain size of 0 to 5 m, which is passed through the second sand making machine
Exclude when sending to. Although each particle size (IllI) of the concrete waste mentioned above is shown in parentheses in FIG. 1, this is just an example.
第2図と第3図は製砂機0沸、■の一例を示すもので、
との製砂機は内周面に多数の耐摩耗材を突設した横型回
転ドラム(至)内に、外周面に多数の耐摩耗材を突設し
た内筒ロータ0υを中心をずらせて設けて成り、上記回
転ドラム(至)と内筒ロータGυを相互に逆方向に回転
させながらコンクリート廃材と水とを回転ドラム(至)
内に入れ、回転ドラム(至)の内面と内筒ロータ(3D
の外面で形成される楔状部分にコンクIJ −ト廃材を
強制的に送り込んでこれを傘滅し表面に付着しているセ
メント成分を水との協働作用によって除去することがで
きるようになっている。上記構成の製砂機はコンクリー
ト廃材の湿式による処理lこ適しているが、他の構造の
ものであってもよい。Figures 2 and 3 show an example of a sand making machine with 0 boiling point and ■.
The sand making machine consists of a horizontal rotary drum with many wear-resistant materials protruding from its inner circumferential surface, and an inner cylindrical rotor 0υ with a large number of wear-resistant materials protruding from its outer circumferential surface offset from its center. , while rotating the rotating drum (to) and the inner cylinder rotor Gυ in opposite directions, the concrete waste and water are transferred to the rotating drum (to).
inside the rotating drum (to) and the inner cylinder rotor (3D
Concrete waste is forcibly fed into the wedge-shaped part formed on the outer surface of the concrete IJ to destroy it, and the cement components adhering to the surface can be removed by working with water. . Although the sand maker having the above structure is suitable for wet processing of concrete waste, other structures may be used.
次lこ細骨材処理工程の一例について説明する。Next, an example of the fine aggregate treatment process will be explained.
分級されたモルタル部分と、粗骨材処理工程で得られた
モルタル部分を(イ)から投入する。この材料はロータ
ー(至)の回転により(ロ)の方向に高速ではじき飛ば
される。そしてそのローター(至)の外方にある衝撃板
(至)にぶつかり、砂の周囲に付着しているセメント成
分が衝撃破砕により分離される。((ハ)〜に))。こ
の際発生する微粉(セメント、石粉)(ホ)は吸引ダク
ト(財)により機外へ出され(へ)回収される。また、
(イ)〜に)の工程で砂の周囲に付着しているセメント
成分はかなり除去されるが、所定の骨材品質(比重、吸
水率等)を満足させるために)−(ト1−例と巡回を適
当な回数繰り返し微粉(ホ)も同時に吸引し最終的にタ
ンパ−劉を開いて細骨材(9)が得られるものである。The classified mortar portion and the mortar portion obtained in the coarse aggregate processing step are introduced from (a). This material is thrown off at high speed in the direction of (b) by the rotation of the rotor (to). Then, the sand collides with an impact plate located on the outside of the rotor, and the cement components attached around the sand are separated by impact crushing. ((ha)~ni)). The fine powder (cement, stone powder) (e) generated at this time is taken out of the machine by a suction duct (e) and collected. Also,
In the process of (a) to (a) to (a), a considerable amount of the cement components attached to the sand are removed, but in order to satisfy the specified aggregate quality (specific gravity, water absorption, etc.) This process is repeated an appropriate number of times, and the fine powder (e) is also sucked in at the same time, and the tamper is finally opened to obtain fine aggregate (9).
ところで、セメント成分の付着形態には物理的付着と化
学的付着の二種類があり、前者は破砕時に衝撃等によっ
て比較的容易に分離するが、後者の化学的なものは衝撃
によって分離させることは困難である。しかし、上記製
砂機のように機械的な摩滅によると、セメント成分を比
較的簡単に無理なく分離させることができる上、元の骨
材を割ることがなく、シかも角をとって実積率を上げる
ことができる。By the way, there are two types of adhesion forms of cement components: physical adhesion and chemical adhesion.The former is relatively easy to separate due to impact etc. during crushing, but the latter chemical adhesion cannot be separated by impact. Have difficulty. However, mechanical abrasion, as in the case of the sand machine mentioned above, allows the cement components to be separated relatively easily and effortlessly, and the original aggregate is not broken, making it possible to cut corners and build up the cement. rate can be increased.
以上説明したように、本発明においてはコンクリート廃
材を適当に細かく砕いてその粒径を適当な値に調整する
とともに、廃材中の異物を堆り除いた上でこれを分級し
、最後に製砂材にかけてセメント成分を分離するもので
あるから、セメント成分の付着lこ起因する再生骨材の
吸水率を大きく低下させ、また再生骨材の絶乾比重を高
めることができる。またセメント成分は摩滅作用によっ
て分離するので、化学的付着のものも無理なく適確番と
分離できる上、骨材を痛めずに角をとってその実積率を
あげ、良好な再生骨材とすることができる。As explained above, in the present invention, concrete waste is crushed into appropriate pieces, the particle size is adjusted to an appropriate value, foreign matter is removed from the waste, and the waste is classified, and finally, sand is produced. Since the cement component is separated by applying it to the material, the water absorption rate of the recycled aggregate caused by the adhesion of the cement component can be greatly reduced, and the absolute dry specific gravity of the recycled aggregate can be increased. In addition, since the cement components are separated by abrasion, chemically adhered materials can be easily separated from the correct number, and the corners can be rounded without damaging the aggregate to increase its actual area ratio, making it a good recycled aggregate. be able to.
図面は本発明に係るコンクリート廃材の再生方法の一例
を示す説明図で、第1図は本発明の概念図、第2図は製
砂機の一例を示す側面略図、第3図は同正面略図、第4
図は細骨材処理工程図であるOThe drawings are explanatory drawings showing an example of the method for recycling concrete waste according to the present invention. Fig. 1 is a conceptual diagram of the present invention, Fig. 2 is a schematic side view showing an example of a sand machine, and Fig. 3 is a schematic front view of the same. , 4th
The figure is a diagram of the fine aggregate processing process.
Claims (1)
にかけてコンクリート廃材の粒径を適当な値に調整する
とともに、コンクリート廃材中に含まれている鉄片や土
壌等の異物を取除く前処理工程と、この前処理工程で得
られたコンクリート廃材をふるい装置にかけてこれを粒
度別に分ける分級工程と、この分級工程で分けられたコ
ンクリート廃材を各粒度別に製砂機にかけてセメン)X
分を摩滅作用によって分離する製砂工程とから成ること
を特徴とするコンクリート廃材の再生方法。A pre-treatment step in which the concrete waste is crushed with a crusher, and the concrete waste is sieved to adjust the particle size to an appropriate value, and foreign substances such as iron pieces and soil contained in the concrete waste are removed; There is a classification process in which the concrete waste obtained in this pre-treatment process is passed through a sieving device to separate it by particle size, and the concrete waste separated in this classification process is passed through a sand machine into each particle size to produce cement)
1. A method for recycling concrete waste, comprising a sand-making process in which the components are separated by abrasion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56166704A JPS5869772A (en) | 1981-10-19 | 1981-10-19 | Regeneration of concrete waste products |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56166704A JPS5869772A (en) | 1981-10-19 | 1981-10-19 | Regeneration of concrete waste products |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5869772A true JPS5869772A (en) | 1983-04-26 |
Family
ID=15836205
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56166704A Pending JPS5869772A (en) | 1981-10-19 | 1981-10-19 | Regeneration of concrete waste products |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5869772A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62158146A (en) * | 1985-12-28 | 1987-07-14 | 大有建設株式会社 | Manufacture of hydraulic cement |
JPS632842A (en) * | 1986-06-23 | 1988-01-07 | 大有建設株式会社 | Hydraulic cement |
JP2003073156A (en) * | 2001-09-03 | 2003-03-12 | Nishimatsu Constr Co Ltd | Recycled aggregate manufacturing machine and method |
JP2022536872A (en) * | 2019-09-02 | 2022-08-19 | フィーヴ エフセーベー | How to separate different components of concrete for demolition |
-
1981
- 1981-10-19 JP JP56166704A patent/JPS5869772A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62158146A (en) * | 1985-12-28 | 1987-07-14 | 大有建設株式会社 | Manufacture of hydraulic cement |
JPH0542384B2 (en) * | 1985-12-28 | 1993-06-28 | Daiju Kensetsu Kk | |
JPS632842A (en) * | 1986-06-23 | 1988-01-07 | 大有建設株式会社 | Hydraulic cement |
JPH0542383B2 (en) * | 1986-06-23 | 1993-06-28 | Daiju Kensetsu Kk | |
JP2003073156A (en) * | 2001-09-03 | 2003-03-12 | Nishimatsu Constr Co Ltd | Recycled aggregate manufacturing machine and method |
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 |
JP2022536872A (en) * | 2019-09-02 | 2022-08-19 | フィーヴ エフセーベー | How to separate different components of concrete for demolition |
US11471892B2 (en) | 2019-09-02 | 2022-10-18 | Fives Fcb | Method for separating different constituents of a concrete for deconstruction |
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