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JP3652664B2 - Concrete lump grinding equipment - Google Patents
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JP3652664B2 - Concrete lump grinding equipment - Google Patents

Concrete lump grinding equipment Download PDF

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Publication number
JP3652664B2
JP3652664B2 JP2002104792A JP2002104792A JP3652664B2 JP 3652664 B2 JP3652664 B2 JP 3652664B2 JP 2002104792 A JP2002104792 A JP 2002104792A JP 2002104792 A JP2002104792 A JP 2002104792A JP 3652664 B2 JP3652664 B2 JP 3652664B2
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Japan
Prior art keywords
concrete
grinding chamber
grinding
cylindrical rotor
discharge
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Expired - Fee Related
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JP2002104792A
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Japanese (ja)
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JP2003299973A (en
Inventor
和明 荒川
章 佐藤
治 畑中
邦生 柳橋
敏男 米澤
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Kurimoto Ltd
Takenaka Corp
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Kurimoto Ltd
Takenaka Corp
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    • 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

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  • Crushing And Grinding (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、コンクリート廃材から得られるコンクリート塊を、圧縮力を加えながら互いに摩擦接触させて、その骨材からセメントモルタル分を除去するコンクリート塊の摩砕装置に関するものである。
【0002】
【従来の技術】
建設廃棄物の大きな割合を占めるコンクリート廃材は、路盤材や埋め戻し材として再利用されているが、構造体コンクリート用骨材としてのより高度な再利用法が求められている。コンクリート廃材を構造体コンクリート用骨材として再利用するためには、これらを破砕して得られるコンクリート塊を、圧縮力を加えながら互いに摩擦接触させ(以下、この作用を摩砕と言う)、その骨材からセメントモルタル分を除去する必要がある。
【0003】
このようにコンクリート塊を摩砕する装置としては、例えば、特開2001−239250号公報に記載されたものがある。この摩砕装置は、図4に示すように、ケーシング51の鉛直筒部内に、偏心回転自在な筒状ロータ52を設けて、鉛直筒部と筒状ロータ52間に環状の摩砕室53を形成し、この環状の摩砕室53の下方を排出量規制板54で規制して、摩砕室53に充填されるコンクリート塊Aを、筒状ロータ52の偏心回転による摩砕室53の半径方向間隙の拡縮で摩砕し、その骨材からセメントモルタル分を除去するものである。なお、この装置では、摩砕の際の圧縮力を増大するために鋼球等の媒体Bをコンクリート塊Aと一緒に摩砕室53に充填している。
【0004】
前記排出量規制板54は上下位置を調節可能に設置されており、摩砕室53の下端に接近させることにより、摩砕室53内でのコンクリート塊Aの充填密度を高くすることができるようになっている。摩砕室53での摩砕で分離した骨材とセメントモルタル分は、ケーシング51の下端からホッパ55に排出され、振動篩や風篩等により篩い分けられる。
【0005】
【発明が解決しようとする課題】
上述した従来のコンクリート塊の摩砕装置では、骨材からのセメントモルタル分の除去効率を高めるために、排出量規制板を摩砕室の下端に接近させて、摩砕室内でのコンクリート塊の充填密度を高くすると、摩砕室の下端と排出量規制板の間が閉塞される恐れがある。
【0006】
このため、排出量規制板の摩砕室下端への接近量が制約され、そのままではセメントモルタル分の除去効率を十分に高めることはできず、これを補うために摩砕の際の圧縮力を増大する媒体をコンクリート塊と一緒に充填している。この媒体は摩砕装置から排出されたのち、得られた骨材と分離する必要があるので、別途の余分な工程を必要とする。
【0007】
そこで、この発明の課題は、コンクリート塊のみを充填するだけで、高いセメントモルタル分の除去効率を得ることができるコンクリート塊の摩砕装置を提供することである。
【0008】
【課題を解決するための手段】
上記の課題を解決するために、この発明は、ケーシングの鉛直筒部内に設けた偏心回転軸に筒状ロータを回転自在に取り付けて、これらの鉛直筒部と筒状ロータ間に環状の摩砕室を形成し、この環状の摩砕室の下方を排出量規制板で規制して、摩砕室に充填されるコンクリート塊を、前記筒状ロータの偏心回転で圧縮力を加えながら互いに摩擦接触させ、その骨材からセメントモルタル分を除去するコンクリート塊の摩砕装置において、前記排出量規制板を前記筒状ロータに取り付け、この排出量規制板の外径側排出端を、前記鉛直筒部の下端内周を起点として前記コンクリート塊の安息角で下方へ延長した円錐面よりも外側に位置させた構成を採用したものである。
【0009】
すなわち、排出量規制板を筒状ロータに取り付けて、筒状ロータの偏心回転で排出量規制板を常に揺さぶることにより、この揺さぶりでその上方に充填されたコンクリート塊の流動性を高め、排出量規制板を摩砕室の下端に接近させて、摩砕室内のコンクリート塊の充填密度を高くしても、摩砕室の下端と排出量規制板の間が閉塞されないようにした。排出量規制板の外径側排出端を、前記鉛直筒部の下端内周を起点としてコンクリート塊の安息角で下方へ延長した円錐面よりも外側に位置させるようにしたのは、摩砕室下端の排出口が常にコンクリート塊で塞がれるようにし、摩砕に必要な滞留時間を十分に確保するためである。
【0010】
前記排出量規制板の外周縁に、上方に突出する堰を設けることにより、排出量規制板の外径を小さくして、その外径側排出端を前記安息角で下方へ延長した円錐面よりも外側に位置させることができる。
【0011】
前記ケーシングの鉛直筒部を昇降可能とすることにより、万が一、摩砕室の下端と排出量規制板の間が閉塞されても、鉛直筒部を上昇させるのみで、摩砕装置の運転を停止することなく閉塞を解消することができる。また、鉛直筒部材を昇降することにより、摩砕処理されるコンクリート塊の粒度に応じて、摩砕室の下端と排出量規制板との間隔を調節し、摩砕室内のコンクリート塊の充填密度を調整することもできる。
【0012】
前記環状の摩砕室の内周側および外周側の壁面の少なくとも一方に、前記摩砕室内に突出する水平リングを設けることにより、環状の摩砕室内のコンクリート塊の動きを上下方向にもある程度拘束し、筒状ロータの偏心回転による摩砕室の半径方向間隙の拡縮で、前記摩砕の際の圧縮力を半径方向のみでなく上下方向にも発生させ、この2軸方向に発生する圧縮力の作用で、セメントモルタル分の除去効率をより高めることができる。なお、この水平リングは上下に何段に設けてもよく、複数段に設ける場合は、各段の水平リングの壁面からの突出量を異なるものとしてもよい。
【0013】
前記水平リングを着脱可能とすることにより、摩砕処理されるコンクリート塊の粒度に応じて、水平リングを線径の異なるものと交換し、その壁面からの突出量を調節することができる。
【0014】
【発明の実施の形態】
以下、図1乃至図3に基づき、この発明の実施形態を説明する。図1および図2は、第1の実施形態である。このコンクリート塊の摩砕装置は、図1に示すように、ケーシング1の上部が別体の鉛直筒部材2で形成され、ケーシング1の中心に設けられた回転軸3の上部が偏心軸部3aとされて鉛直筒部材2の中に挿入され、この偏心軸部3aに筒状ロータ4が軸受5で回転自在に取り付けられて、鉛直筒部材2と筒状ロータ4の間に環状の摩砕室6が形成されている。
【0015】
摩砕処理されるコンクリート塊は、鉛直筒部材2の上方から投入され、摩砕室6に充填される。環状の摩砕室6の内周壁を形成する筒状ロータ4は、内ロータ4aとライナを兼ねた外ロータ4bとから成り、外ロータ4bの下端外周側に、摩砕室6の下方を規制する環状の排出量規制板7が取り付けられている。なお、筒状ロータ4の下部に外側への傾斜面を設けたのは、摩砕室6に充填されるコンクリート塊の落下を抑制するためである。
【0016】
前記排出量規制板7の外周縁には、上方に突出する堰7aが設けられており、その上端が、鉛直筒部材2の下端内周を起点としてコンクリート塊の安息角φで下方へ延長した円錐面7bよりも全周で外側に位置するようになっている。したがって、摩砕室6下端の排出口は常にコンクリート塊で塞がれ、摩砕に必要な滞留時間が十分に確保される。なお、この実施形態ではコンクリート塊の安息角φを35°として設計している。
【0017】
前記回転軸3は、ケーシング1の内側に張り出す支持部8に軸受9で回転自在に支持され、その下端に取り付けられたプーリ10に、Vベルト11を介してモータ12の回転力が伝達されるようになっている。
【0018】
前記鉛直筒部材2は、油圧シリンダ13で昇降可能とされており、万が一、摩砕室6の下端と排出量規制板7の間が閉塞されても、鉛直筒部材2を上昇させるのみで、摩砕装置の運転を停止することなく閉塞を解消できるようになっている。また、鉛直筒部材2を昇降することにより、摩砕処理されるコンクリート塊の粒度に応じて、摩砕室6の下端と排出量規制板7との間隔を調節し、摩砕室6内のコンクリート塊の充填密度を調整することもできる。
【0019】
前記摩砕室6に充填されたコンクリート塊は、筒状ロータ4の偏心回転で摩砕され、その骨材からセメントモルタル分が除去される。この摩砕で分離された骨材とセメントモルタル分は、排出量規制板7の外周から下方に落下し、排出口14から排出コンベア15上に排出される。排出コンベア15で排出された骨材とセメントモルタル分は、振動篩や風篩等により篩い分けられる。
【0020】
つぎに、前記摩砕室6での摩砕作用を図2により説明する。前記偏心軸部3aの中心Pは、回転軸3の1回転で、回転軸3の中心Oからの偏心量δを半径とする円A上を1周し、これに伴って筒状ロータ4の外周点Qも、円Aと同じ半径の円B上を1周し、筒状ロータ4が、図中に二点鎖線で示す位置との間を旋回運動する。したがって、環状の摩砕室6の半径方向間隙は各周方向位置で連続的に拡縮する。
【0021】
前記回転軸3は500rpm程度の回転数で高速回転するので、筒状ロータ4も1分間に500回程度旋回して、前記摩砕室6の半径方向間隙が高速で拡縮する。したがって、この高速で拡縮する間隙に充填されたコンクリート塊が、圧縮力を受けながら互いに摩擦接触し、その骨材からセメントモルタル分が除去される。
【0022】
なお、偏心軸部3aに回転自在に取り付けられた筒状ロータ4は、摩砕室6に充填されたコンクリート塊でその回転を規制されるので、コンクリート塊の流動に伴って回転軸3の回転速度の1/10以下の低速で回転する。この筒状ロータ4の回転は、回転軸3の回転方向と逆方向に生じることが多い。
【0023】
前記排出量規制板7は筒状ロータ4に取り付けられているので、筒状ロータ4と一緒に高速で旋回運動する。したがって、この旋回運動による揺さぶりで、排出量規制板7の上方に充填されたコンクリート塊の流動性が高められるので、排出量規制板7を摩砕室6の下端に接近させて、摩砕室6内のコンクリート塊の充填密度を高くしても、摩砕室6の下端と排出量規制板7の間が閉塞されることはない。
【0024】
図3は、第2の実施形態を示す。このコンクリート塊の摩砕装置は、基本的な構成は第1の実施形態のものと同じであり、環状の摩砕室6の内周壁を形成する筒状ロータ4の外周に、摩砕室6内に突出する水平リング16が、上下に複数段に設けられている点のみが異なる。その他の部分は、第1の実施形態のものと同じであるので、図1と同じ符号で表示した。
【0025】
したがって、この実施形態では、環状の摩砕室6内のコンクリート塊の動きが、摩砕室6内に突出する水平リング16により上下方向にもある程度拘束され、筒状ロータ4の偏心回転による摩砕室6の半径方向間隙の拡縮で、摩砕の際の圧縮力を半径方向のみでなく上下方向にも発生させ、この2軸方向に発生する圧縮力の作用で、セメントモルタル分の除去効率をより高めることができる。
【0026】
前記各水平リング16は、筒状ロータ4の上端に取り付けられた環状板17から垂下された複数の垂直棒18に固定されている。各水平リング16は環状板17と一緒に筒状ロータ4へ着脱できるようになっており、摩砕処理されるコンクリート塊の粒度に応じて水平リング16を線径の異なるものと交換し、その摩砕室6内への突出量を調節することができる。
【0027】
なお、この実施形態では、水平リング16を筒状ロータ4の外周に設けて、環状の摩砕室6の内周側から突出させたが、鉛直筒部材2の内周に設けて、摩砕室6の外周側から突出させてもよい。勿論、摩砕室6の内外周両側から突出させてもよい。
【0028】
【発明の効果】
以上のように、この発明のコンクリート塊の摩砕装置は、環状の摩砕室の下方を規制する排出量規制板を筒状ロータに取り付けて、筒状ロータの偏心回転で排出量規制板を常に揺さぶるようにするともに、排出量規制板の外径側排出端を、鉛直筒部の下端内周を起点としてコンクリート塊の安息角で下方へ延長した円錐面よりも外側に位置させることにより、排出量規制板を摩砕室の下端に接近させて、摩砕室内のコンクリート塊の充填密度を高くしても、摩砕室の下端と排出量規制板の間が閉塞されず、かつ、摩砕室下端の排出口が常にコンクリート塊で塞がれるようにしたので、摩砕に必要な滞留時間を十分に確保して、コンクリート塊のみを充填するだけで、その骨材からのセメントモルタル分の除去効率を高めることができる。
【0029】
また、前記環状の摩砕室の内周側および外周側の壁面の少なくとも一方に、摩砕室内に突出する水平リングを設けることにより、環状の摩砕室内のコンクリート塊の動きを上下方向にもある程度拘束し、筒状ロータの偏心回転による摩砕室の半径方向間隙の拡縮で、摩砕の際の圧縮力を半径方向のみでなく上下方向にも発生させ、この2軸方向に発生する圧縮力の作用で、セメントモルタル分の除去効率をより高めることができる。
【図面の簡単な説明】
【図1】第1の実施形態のコンクリート塊の摩砕装置を示す縦断面図
【図2】図1の摩砕室での摩砕作用を説明する平面断面図
【図3】第2の実施形態のコンクリート塊の摩砕装置を示す一部省略縦断面図
【図4】従来のコンクリート塊の摩砕装置を示す縦断面図
【符号の説明】
1 ケーシング
2 鉛直筒部材
3 回転軸
3a 偏心軸部
4 筒状ロータ
4a 内ロータ
4b 外ロータ
5 軸受
6 摩砕室
7 排出量規制板
7a 堰
7b 円錐面
8 支持部
9 軸受
10 プーリ
11 Vベルト
12 モータ
13 油圧シリンダ
14 排出口
15 排出コンベア
16 水平リング
17 環状板
18 垂直棒
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concrete lump grinding apparatus that removes cement mortar from aggregates by bringing concrete lump obtained from concrete waste into frictional contact with each other while applying compressive force.
[0002]
[Prior art]
Concrete waste, which accounts for a large proportion of construction waste, is reused as roadbed material and backfill material, but more advanced reuse methods for structural concrete aggregates are required. In order to reuse concrete waste as aggregate for structural concrete, the concrete blocks obtained by crushing them are brought into frictional contact with each other while applying compressive force (hereinafter this action is called grinding), It is necessary to remove the cement mortar from the aggregate.
[0003]
As an apparatus for grinding a concrete block in this way, for example, there is one described in JP-A-2001-239250. As shown in FIG. 4, this grinding apparatus is provided with a cylindrical rotor 52 that can be rotated eccentrically in a vertical cylindrical portion of a casing 51, and an annular grinding chamber 53 is provided between the vertical cylindrical portion and the cylindrical rotor 52. The lower part of this annular grinding chamber 53 is regulated by the discharge amount regulating plate 54, and the concrete block A filled in the grinding chamber 53 is converted into the radius of the grinding chamber 53 by the eccentric rotation of the cylindrical rotor 52. It grinds with the expansion and contraction of the direction gap, and removes the cement mortar content from the aggregate. In this apparatus, the grinding chamber 53 is filled with a medium B such as a steel ball together with the concrete block A in order to increase the compressive force during grinding.
[0004]
The discharge amount restricting plate 54 is installed so that the vertical position can be adjusted. By approaching the lower end of the grinding chamber 53, the filling density of the concrete block A in the grinding chamber 53 can be increased. It has become. Aggregate and cement mortar separated by grinding in the grinding chamber 53 are discharged from the lower end of the casing 51 to the hopper 55 and sieved by a vibrating sieve, a wind sieve or the like.
[0005]
[Problems to be solved by the invention]
In the conventional concrete lump grinding device described above, in order to increase the efficiency of removing cement mortar from the aggregate, the discharge restriction plate is brought close to the lower end of the grinding chamber, and the concrete lump in the grinding chamber is removed. If the packing density is increased, the lower end of the grinding chamber and the discharge amount regulating plate may be blocked.
[0006]
For this reason, the approaching amount of the discharge restriction plate to the lower end of the grinding chamber is restricted, and as it is, the removal efficiency of the cement mortar cannot be sufficiently increased. To compensate for this, the compressive force at the time of grinding is increased. The growing medium is filled together with the concrete mass. Since this medium needs to be separated from the resulting aggregate after being discharged from the grinding apparatus, a separate extra step is required.
[0007]
Then, the subject of this invention is providing the grinding device of the concrete lump which can obtain the removal efficiency of a high cement mortar part only by filling only a concrete lump.
[0008]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides a cylindrical rotor rotatably attached to an eccentric rotation shaft provided in a vertical cylindrical portion of a casing, and an annular grinding between the vertical cylindrical portion and the cylindrical rotor. A chamber is formed, and the lower part of the annular grinding chamber is regulated by a discharge amount regulating plate, and the concrete blocks filled in the grinding chamber are brought into frictional contact with each other while applying a compressive force by the eccentric rotation of the cylindrical rotor. In the concrete lump grinding device for removing the cement mortar content from the aggregate, the discharge restriction plate is attached to the cylindrical rotor, and the outer diameter side discharge end of the discharge restriction plate is connected to the vertical cylinder portion. A configuration in which the lower end inner periphery of the concrete block is set as a starting point and positioned outside the conical surface extending downward at the angle of repose of the concrete block is employed.
[0009]
That is, by attaching a discharge restriction plate to the cylindrical rotor and constantly shaking the discharge restriction plate by the eccentric rotation of the cylindrical rotor, the fluidity of the concrete block filled above by this shaking is increased, and the discharge amount Even if the regulating plate is brought close to the lower end of the grinding chamber and the packing density of the concrete block in the grinding chamber is increased, the gap between the lower end of the grinding chamber and the discharge amount regulating plate is not blocked. The grinding chamber is configured such that the outer diameter side discharge end of the discharge restriction plate is positioned outside the conical surface extending downward at the repose angle of the concrete lump from the lower end inner periphery of the vertical cylinder portion. This is to ensure that the discharge port at the lower end is always covered with a concrete lump and that sufficient residence time is required for grinding.
[0010]
By providing a weir projecting upward on the outer peripheral edge of the discharge amount restricting plate, the outer diameter of the discharge amount restricting plate is reduced, and the outer diameter side discharge end extends downward from the angle of repose. Can also be located outside.
[0011]
By allowing the vertical cylinder part of the casing to be raised and lowered, even if the space between the lower end of the grinding chamber and the discharge restriction plate is blocked, the operation of the grinding apparatus is stopped only by raising the vertical cylinder part. Without any obstruction. Also, by raising and lowering the vertical cylinder member, the spacing between the lower end of the grinding chamber and the discharge restriction plate is adjusted according to the particle size of the concrete mass to be ground, and the concrete bulk filling density in the grinding chamber Can also be adjusted.
[0012]
By providing a horizontal ring that protrudes into the grinding chamber on at least one of the inner and outer wall surfaces of the annular grinding chamber, the movement of the concrete mass in the annular grinding chamber is also controlled to some extent in the vertical direction. Restraining and expanding / contracting the radial gap of the grinding chamber by eccentric rotation of the cylindrical rotor generates a compressive force during the grinding not only in the radial direction but also in the vertical direction, and compression generated in these biaxial directions The removal efficiency of the cement mortar can be further increased by the action of the force. In addition, this horizontal ring may be provided in any number of stages up and down, and when provided in a plurality of stages, the protruding amount from the wall surface of the horizontal ring in each stage may be different.
[0013]
By making the horizontal ring detachable, the horizontal ring can be replaced with one having a different wire diameter and the amount of protrusion from the wall surface can be adjusted according to the particle size of the concrete block to be ground.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 3. 1 and 2 are the first embodiment. As shown in FIG. 1, in this concrete lump grinding apparatus, the upper part of the casing 1 is formed of a separate vertical cylindrical member 2, and the upper part of the rotating shaft 3 provided at the center of the casing 1 is the eccentric shaft part 3a. And inserted into the vertical cylindrical member 2, and the cylindrical rotor 4 is rotatably attached to the eccentric shaft portion 3 a by a bearing 5, and an annular grinding is performed between the vertical cylindrical member 2 and the cylindrical rotor 4. A chamber 6 is formed.
[0015]
The concrete block to be ground is fed from above the vertical cylindrical member 2 and filled in the grinding chamber 6. The cylindrical rotor 4 that forms the inner peripheral wall of the annular grinding chamber 6 includes an inner rotor 4a and an outer rotor 4b that also serves as a liner, and the lower side of the lower end of the outer rotor 4b is restricted to the lower side of the grinding chamber 6. An annular discharge restriction plate 7 is attached. The reason why the inclined surface to the outside is provided at the lower part of the cylindrical rotor 4 is to suppress the fall of the concrete block filled in the grinding chamber 6.
[0016]
A dam 7a protruding upward is provided on the outer peripheral edge of the discharge amount regulating plate 7, and the upper end of the weir 7a extends downward at the repose angle φ of the concrete lump starting from the inner periphery of the lower end of the vertical cylindrical member 2. It is located outside the entire circumference of the conical surface 7b. Therefore, the discharge port at the lower end of the grinding chamber 6 is always blocked with a concrete lump, and a sufficient residence time is required for grinding. In this embodiment, the repose angle φ of the concrete block is designed to be 35 °.
[0017]
The rotary shaft 3 is rotatably supported by a bearing 9 on a support portion 8 projecting inside the casing 1, and the rotational force of a motor 12 is transmitted to a pulley 10 attached to the lower end of the rotary shaft 3 via a V belt 11. It has become so.
[0018]
The vertical cylinder member 2 can be moved up and down by a hydraulic cylinder 13. Even if the lower end of the grinding chamber 6 and the discharge amount regulating plate 7 are closed, only the vertical cylinder member 2 is raised. The blockage can be eliminated without stopping the operation of the grinding device. Further, by raising and lowering the vertical cylindrical member 2, the interval between the lower end of the grinding chamber 6 and the discharge amount regulating plate 7 is adjusted according to the particle size of the concrete block to be ground, and the inside of the grinding chamber 6 is adjusted. It is also possible to adjust the packing density of the concrete block.
[0019]
The concrete block filled in the grinding chamber 6 is ground by the eccentric rotation of the cylindrical rotor 4, and the cement mortar is removed from the aggregate. The aggregate and cement mortar separated by this grinding fall downward from the outer periphery of the discharge amount regulating plate 7 and are discharged from the discharge port 14 onto the discharge conveyor 15. Aggregates and cement mortar discharged from the discharge conveyor 15 are sieved by a vibrating screen, a wind screen, or the like.
[0020]
Next, the grinding action in the grinding chamber 6 will be described with reference to FIG. The center P of the eccentric shaft portion 3a makes one round on the circle A having a radius of the amount of eccentricity δ from the center O of the rotating shaft 3 by one rotation of the rotating shaft 3, and accordingly, the cylindrical rotor 4 The outer peripheral point Q also makes one round on the circle B having the same radius as the circle A, and the cylindrical rotor 4 performs a pivoting motion between the position indicated by a two-dot chain line in the drawing. Therefore, the radial gap of the annular grinding chamber 6 continuously expands and contracts at each circumferential position.
[0021]
Since the rotary shaft 3 rotates at a high speed of about 500 rpm, the cylindrical rotor 4 also turns about 500 times per minute, and the radial gap of the grinding chamber 6 expands and contracts at high speed. Therefore, the concrete blocks filled in the gap expanding and contracting at high speed are brought into frictional contact with each other while receiving the compressive force, and the cement mortar is removed from the aggregate.
[0022]
The cylindrical rotor 4 rotatably attached to the eccentric shaft portion 3a is restricted in rotation by a concrete lump filled in the grinding chamber 6, so that the rotation of the rotating shaft 3 is accompanied by the flow of the concrete lump. It rotates at a low speed of 1/10 or less of the speed. The rotation of the cylindrical rotor 4 often occurs in the direction opposite to the rotation direction of the rotary shaft 3.
[0023]
Since the discharge amount regulating plate 7 is attached to the cylindrical rotor 4, the discharge amount regulating plate 7 rotates at a high speed together with the cylindrical rotor 4. Therefore, since the fluidity of the concrete block filled above the discharge amount restriction plate 7 is enhanced by the shaking caused by this turning motion, the discharge amount restriction plate 7 is brought close to the lower end of the grinding chamber 6, and the grinding chamber Even if the filling density of the concrete block in 6 is increased, the space between the lower end of the grinding chamber 6 and the discharge restriction plate 7 is not blocked.
[0024]
FIG. 3 shows a second embodiment. The concrete lump grinding apparatus has the same basic structure as that of the first embodiment, and the grinding chamber 6 is provided on the outer periphery of the cylindrical rotor 4 forming the inner peripheral wall of the annular grinding chamber 6. The only difference is that the horizontal ring 16 protruding inward is provided in a plurality of stages in the vertical direction. The other parts are the same as those in the first embodiment, and are therefore denoted by the same reference numerals as in FIG.
[0025]
Therefore, in this embodiment, the movement of the concrete lump in the annular grinding chamber 6 is restricted to some extent in the vertical direction by the horizontal ring 16 protruding into the grinding chamber 6, and grinding due to the eccentric rotation of the cylindrical rotor 4. The expansion and contraction of the gap in the radial direction of the crushing chamber 6 generates a compressive force at the time of grinding not only in the radial direction but also in the vertical direction. Can be further enhanced.
[0026]
Each of the horizontal rings 16 is fixed to a plurality of vertical bars 18 suspended from an annular plate 17 attached to the upper end of the cylindrical rotor 4. Each horizontal ring 16 can be attached to and detached from the cylindrical rotor 4 together with the annular plate 17, and the horizontal ring 16 is replaced with one having a different wire diameter according to the particle size of the concrete lump to be ground. The amount of protrusion into the grinding chamber 6 can be adjusted.
[0027]
In this embodiment, the horizontal ring 16 is provided on the outer periphery of the cylindrical rotor 4 and protrudes from the inner peripheral side of the annular grinding chamber 6. However, the horizontal ring 16 is provided on the inner periphery of the vertical cylindrical member 2 and is ground. You may protrude from the outer peripheral side of the chamber 6. FIG. Of course, the grinding chamber 6 may be protruded from both inner and outer peripheral sides.
[0028]
【The invention's effect】
As described above, the concrete lump grinding apparatus according to the present invention is provided with a discharge amount restriction plate for restricting the lower part of the annular grinding chamber attached to the cylindrical rotor, and the discharge amount restriction plate is formed by eccentric rotation of the cylindrical rotor. By always shaking, the outer diameter side discharge end of the discharge restriction plate is positioned outside the conical surface extending downward at the angle of repose of the concrete block starting from the inner periphery of the lower end of the vertical cylinder part, Even if the discharge restriction plate is moved closer to the lower end of the grinding chamber and the packing density of the concrete block in the grinding chamber is increased, the gap between the lower end of the grinding chamber and the discharge restriction plate is not blocked, and the grinding chamber Since the bottom outlet is always closed with concrete lumps, the cement mortar can be removed from the aggregate simply by filling the concrete lumps with sufficient retention time for grinding. Efficiency can be increased.
[0029]
Further, by providing a horizontal ring protruding into the grinding chamber on at least one of the inner and outer wall surfaces of the annular grinding chamber, the movement of the concrete mass in the annular grinding chamber can be moved in the vertical direction. Constrained to a certain extent, the radial gap of the grinding chamber is expanded and contracted by eccentric rotation of the cylindrical rotor, so that the compression force at the time of grinding is generated not only in the radial direction but also in the vertical direction. The removal efficiency of the cement mortar can be further increased by the action of the force.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing a concrete lump grinding apparatus according to a first embodiment. FIG. 2 is a plan sectional view for explaining the grinding action in the grinding chamber of FIG. Fig. 4 is a partially omitted vertical cross-sectional view showing a concrete lump grinding apparatus. Fig. 4 is a vertical cross-sectional view showing a conventional concrete lump grinding apparatus.
DESCRIPTION OF SYMBOLS 1 Casing 2 Vertical cylinder member 3 Rotating shaft 3a Eccentric shaft part 4 Cylindrical rotor 4a Inner rotor 4b Outer rotor 5 Bearing 6 Grinding chamber 7 Discharge amount control plate 7a Weir 7b Conical surface 8 Supporting part 9 Bearing 10 Pulley 11 V belt 12 Motor 13 Hydraulic cylinder 14 Discharge port 15 Discharge conveyor 16 Horizontal ring 17 Annular plate 18 Vertical bar

Claims (5)

ケーシングの鉛直筒部内に設けた偏心回転軸に筒状ロータを回転自在に取り付けて、これらの鉛直筒部と筒状ロータ間に環状の摩砕室を形成し、この環状の摩砕室の下方を排出量規制板で規制して、摩砕室に充填されるコンクリート塊を、前記筒状ロータの偏心回転で圧縮力を加えながら互いに摩擦接触させ、その骨材からセメントモルタル分を除去するコンクリート塊の摩砕装置において、前記排出量規制板を前記筒状ロータに取り付け、この排出量規制板の外径側排出端を、前記鉛直筒部の下端内周を起点として前記コンクリート塊の安息角で下方へ延長した円錐面よりも外側に位置させるようにしたことを特徴とするコンクリート塊の摩砕装置。A cylindrical rotor is rotatably attached to an eccentric rotation shaft provided in the vertical cylindrical portion of the casing, and an annular grinding chamber is formed between the vertical cylindrical portion and the cylindrical rotor. Concrete that removes cement mortar from its aggregate by restricting the concrete mass filled in the grinding chamber by frictional contact with each other while applying compressive force by the eccentric rotation of the cylindrical rotor In the lump grinding device, the discharge restriction plate is attached to the cylindrical rotor, and the discharge angle restriction plate has an outer diameter side discharge end as a starting point from the inner periphery of the lower end of the vertical cylinder portion. A concrete lump grinding device characterized by being positioned outside a conical surface extending downwardly at the bottom. 前記排出量規制板の外周縁に、上方に突出する堰を設けた請求項1に記載のコンクリート塊の摩砕装置。The concrete lump grinding device according to claim 1, wherein a weir protruding upward is provided at an outer peripheral edge of the discharge amount regulating plate. 前記ケーシングの鉛直筒部を昇降可能とした請求項1または2に記載のコンクリート塊の摩砕装置。The concrete lump grinding apparatus according to claim 1 or 2, wherein the vertical cylindrical portion of the casing can be moved up and down. 前記環状の摩砕室の内周側および外周側の壁面の少なくとも一方に、前記摩砕室内に突出する水平リングを設けた請求項1乃至3のいずれかに記載のコンクリート塊の摩砕装置。The concrete lump grinding apparatus according to any one of claims 1 to 3, wherein a horizontal ring projecting into the grinding chamber is provided on at least one of the inner circumferential surface and the outer circumferential wall of the annular grinding chamber. 前記水平リングを着脱可能とした請求項4に記載のコンクリート塊の摩砕装置。The concrete lump grinding device according to claim 4, wherein the horizontal ring is detachable.
JP2002104792A 2002-04-08 2002-04-08 Concrete lump grinding equipment Expired - Fee Related JP3652664B2 (en)

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