JPH07163Y2 - Mud collector in settling tank - Google Patents
Mud collector in settling tankInfo
- Publication number
- JPH07163Y2 JPH07163Y2 JP1989137740U JP13774089U JPH07163Y2 JP H07163 Y2 JPH07163 Y2 JP H07163Y2 JP 1989137740 U JP1989137740 U JP 1989137740U JP 13774089 U JP13774089 U JP 13774089U JP H07163 Y2 JPH07163 Y2 JP H07163Y2
- Authority
- JP
- Japan
- Prior art keywords
- collecting material
- rotating body
- chain
- mud
- sludge collecting
- 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 - Lifetime
Links
- 239000000463 material Substances 0.000 claims description 67
- 239000010802 sludge Substances 0.000 claims description 23
- 238000001514 detection method Methods 0.000 claims description 4
- 238000001556 precipitation Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000003028 elevating effect Effects 0.000 claims 1
- 238000004062 sedimentation Methods 0.000 description 18
- 239000013049 sediment Substances 0.000 description 9
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000009933 burial Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
Description
本考案は、砂利、砕石或いは窯業原料等を得る際に生じ
る砂や粘土分を含んだ泥漿を沈殿させて沈降物を分ける
沈殿層内において使用する集泥装置に関するものであ
る。TECHNICAL FIELD The present invention relates to a mud collector used in a sedimentation layer for precipitating sludge containing sand and clay, which is generated when gravel, crushed stone, or ceramic raw material is obtained, to separate a sediment.
従来のこの種集泥装置は、集泥材の埋没を防止するた
め、実公昭59−21848号のように回転体に鎖で集泥材を
吊下げることで沈殿層の抵抗に応じて集泥材を上下変位
させながら牽引するものが有効に利用されている。即
ち、常に集泥材を沈殿層の上部に配置して牽引するもの
である。In order to prevent burial of mud collecting materials, this kind of conventional mud collecting equipment suspends mud collecting materials with a chain on a rotating body according to the resistance of the sedimentation layer, as in JP 59-21848. It is effectively used to pull the material while vertically displacing it. That is, the sludge collecting material is always placed on the upper part of the sedimentation layer and pulled.
しかしながら、回転体による集泥材は、第4図のように
回転体Aと集泥材Bとの横方向での牽引間隔が短い状態
が良好であるが、その仮想線のように横方向での牽引間
隔が長くなると、即ち、連結材が水平方向に近くなろう
とすると集泥材にかかる負荷が大となり回転体に過負荷
が生じて円滑に回転できなくなることがあった。However, as for the mud collecting material by the rotating body, it is preferable that the traction interval in the lateral direction between the rotating body A and the mud collecting material B is short as shown in FIG. If the pulling interval of the rod becomes long, that is, if the connecting member approaches the horizontal direction, the load on the mud collecting member becomes large, and the rotating body may be overloaded and may not rotate smoothly.
そこで本考案は、集泥材の牽引間隔を制御することで装
置に無理な過負荷が生じないようにして装置の耐久性及
び集泥効果を最適にできる装置を提供するものである。 このため本考案は、沈殿槽の水面部上方にモータ等によ
って回転する回転体を配置し、沈殿槽の中央に配した該
回転体の回転軸に昇降環を緩く嵌挿し、内端を昇降環に
連結した重量の重い集泥材を、回転体に連繋させた鎖等
の連結材で連結して集泥材を吊下げ支持したものにおい
て、連結材の牽引傾斜角度を検知して集泥材の過負荷牽
引を検出する検知器と、その検知により連結材を巻き上
げて短くし集泥材の横方向での牽引間隔を短くする連結
材調整装置を備えた構成としている。Therefore, the present invention provides a device capable of optimizing the durability of the device and the mud collecting effect by controlling the pulling interval of the mud collecting material so as not to cause an excessive overload on the device. Therefore, according to the present invention, a rotating body that is rotated by a motor or the like is arranged above the water surface of the settling tank, and the lifting ring is loosely inserted into the rotating shaft of the rotating body arranged in the center of the settling tank, and the inner end is lifted up and down. The heavy sludge collecting material connected to the rotating body is connected by a connecting material such as a chain connected to the rotating body to suspend and support the sludge collecting material. The detector is provided with a detector for detecting the overload traction, and a connecting material adjusting device for winding up and shortening the connecting material by the detection to shorten the lateral pulling interval of the sludge collecting material.
回転軸の回転により回転体及び連結材を介して集泥材が
共に回転し、集泥材が沈殿層を攪拌集泥する。 この際、集泥材は回転体に牽引された状態で回転する
が、集泥材は重い沈殿層に抵抗に応じて昇降環と共に上
下変位するのである。即ち、沈殿層が重くなればその抵
抗によって集泥材の回転が回転体より遅れた状態で引き
ずられるため最初は垂下していた連結材が斜めになるこ
とから集泥材が徐々に持ち上げられることになって集泥
材は常に沈殿層の上部に位置するのである。そして集泥
材の回転によって沈殿層の上部から徐々に沈殿物が刮が
れて集泥するのである。また沈殿層が軽い場合は集泥材
が自重で下の方に位置された状態で牽引回転され集泥す
るのである。 そして本考案では、沈殿層の抵抗を受けて回転体集泥材
との横方向での牽引間隔が長くなった過負荷牽引状態に
なると、連結材の牽引角度が水平方向に近付くためその
傾斜変位を検知器が検出して連結材調整装置により連結
材を短くして横方向での牽引間隔を短くすることで集泥
材を引き寄せるのである。これにより集泥材にかかる負
荷を低減できるのである。The rotation of the rotary shaft causes the mud collecting material to rotate together through the rotating body and the connecting material, and the mud collecting material stirs and collects the sedimented layer. At this time, the mud collecting material rotates while being pulled by the rotating body, but the mud collecting material is vertically displaced along with the lifting ring according to the resistance in the heavy sedimentation layer. That is, if the sedimentation layer becomes heavier, the resistance of the sediment causes the rotation of the mud collecting material to be delayed compared to the rotating body, so the connecting material that was initially hanging becomes slanted and the mud collecting material is gradually lifted. Therefore, the sludge collector is always located above the sedimentary layer. Then, as the mud collecting material rotates, the sediment is gradually scraped from the upper part of the sedimentation layer to collect the mud. If the sedimentation layer is light, the mud collecting material is pulled by its own weight and is pulled and rotated to collect mud. Further, in the present invention, when the traction angle of the connecting member approaches the horizontal direction in the overload traction state in which the traction interval in the lateral direction with the rotating body mud collecting material becomes longer due to the resistance of the sedimentation layer, the inclination displacement is caused. Is detected by the detector and the connecting material adjusting device shortens the connecting material to shorten the lateral pulling interval, thereby attracting the sludge collecting material. This makes it possible to reduce the load on the sludge collecting material.
以下、本考案の詳細を図示実施例で説明する。 第1図乃至第3図で示す本例装置において、Kはアーム
1を十字形に架設して成る回転体であり、その両端に備
えた車輪2を円形沈殿槽Sの上端に周設したレールR上
に載置して回転体KをレールR上を回転可能に配置して
いる。 該回転体Kのアーム1の交叉部はモータMによって回転
する回転軸3に固定されており、沈殿槽Sの中央に配し
た回転軸3を中心として回転体Kが回転するのである。
なお、回転軸3の下端は軸受を介した支持台3aで回転可
能に支持されている。また回転軸3の下部には昇降環4
が緩く嵌挿され、該昇降環4に鎖環5を介して集泥材6
の内端部を結合している。 そして、回転体Kのアーム1にチエンブロックEを備
え、第3図のように、アーム1に固着したチエンガイド
筒Fにそのチエン7を挿通してチエン7を集泥材6の外
端部に連結することで回転体Kに集泥材6を吊下げた状
態としている。 また、アーム1にはチエン7の傾斜角度を検知する近接
スイッチG,Hが前後に取り付けてある。一方の近接スイ
ッチGの検知でチエンブロックEを作動させてチエン7
を引き上げ、他方の近接スイッチHの検知でチエンブロ
ックEを作動させてチエン7を繰り出すのである。 なお、集泥材6は一直線状に一対備えてあり、したがっ
てチエンブロックEも一対設置してある。また、集泥材
6は重量の重いものであって集泥板6aが取り付けられて
いる。 さらに、8は沈殿物の排出管、9aは沈殿槽Sの内周上部
に周設したホーバーフロー管、9はオーバーフロー管9a
に連通した排水管である。 本例はこのように構成したため、モータMの駆動により
回転体Kのアーム1が集泥材6を牽引して回転すること
から集泥板6aによって沈殿物が中央に集泥され排出管8
から排出されることを繰り返すのである。 そして沈殿が進み沈殿層が重くなるとその抵抗によって
集泥材6の回転が回転体Kより遅れて引きずられるよう
になる(第2図参照)。 したがって最初は垂下していたチエン7が斜めになるた
め昇降環4が上昇すると共に、集泥材6が徐々に持ち上
げられて重い沈殿層の上部にほぼ水平に位置するのであ
る。 このように沈殿槽Sを常に監視していなくても重い沈殿
層が集泥材6を持ち上げる状態となり、この状態で回転
してほぼ水平状態の重い集泥材6が沈殿層を徐々に上か
ら刮いで中央底部に集泥するのである。 そして本例において特徴ある作用は、第3図のように、
沈殿層の堆積抵抗を受けてアーム1と集泥材6との横方
向での牽引間隔が長くなると、反回転方向への受荷重
(矢印ベクトルV)が大きくなり過負荷牽引状態とな
る。この場合はチエン7が水平方向に回動変位するので
あり、このチエン7の傾斜変位を近接スイッチGが検出
し、チエンブロックEを作動してチエン7を引き上げる
のである。これにより第3図の仮想線のように集泥材が
引き寄せられ、集泥材にかかる負荷を低減できるのであ
る。 なお、沈殿物の排出で沈殿層が低くなった場合は、集泥
材6の負荷が小さくなってチエン7が垂下状態となるた
め、近接スイッチHがその変位したチエン7を検出し、
チエンブロックEを作動してチエン7を繰り出すことか
ら集泥材6が自重で沈殿層の上部に配置するのである。 このように本例によると、近接スイッチG,Hによってチ
エンブロックEを作動することでチエン7の長さを適正
に制御して集泥材6を牽引できるのである。 しかも沈殿の堆積変化につれ昇降環4が昇降変位するこ
とで集泥材6が常時水平状態を保持できることから沈殿
物を良好に攪拌できるのである。 なお、槽S内の上澄液はオーバーフロー管9aから排水管
9に導かれて排水されるのである。 本例は前記のように構成したが本考案においてこれに限
定されない。 例えば、回転体や集泥材の形状,構成及び回転体の回転
構成は問わない。また、集泥材の数、取付状態も限定さ
れず、昇降環に対し傾斜状に連結してもよい。 さらに、連結材の傾斜角度を検知する検知器の種類も限
定されない。 なお、連結材の種類も適宜であり、また検知により連結
材を巻き上げて短くし集泥材の横方向での牽引間隔を短
くする連結材調整装置の構成も限定されない。Hereinafter, details of the present invention will be described with reference to illustrated embodiments. In the apparatus of this example shown in FIGS. 1 to 3, K is a rotating body formed by arranging arms 1 in a cross shape, and wheels 2 provided at both ends of the rail are provided around the upper end of a circular settling tank S. The rotating body K is placed on the rail R so as to be rotatable on the rail R. The crossing portion of the arm 1 of the rotating body K is fixed to the rotating shaft 3 rotated by the motor M, and the rotating body K rotates about the rotating shaft 3 arranged in the center of the settling tank S.
The lower end of the rotary shaft 3 is rotatably supported by a support base 3a via a bearing. Also, a lifting ring 4 is provided below the rotary shaft 3.
Is loosely inserted, and the sludge collector 6 is attached to the lifting ring 4 via the chain ring 5.
The inner ends of are joined together. The arm 1 of the rotating body K is provided with a chain block E, and as shown in FIG. 3, the chain 7 is inserted into the chain guide cylinder F fixed to the arm 1 so as to insert the chain 7 into the outer end portion of the mud collecting material 6. The mud collecting material 6 is suspended from the rotating body K by being connected to. Further, proximity switches G and H for detecting the inclination angle of the chain 7 are attached to the front and rear of the arm 1. When one of the proximity switches G is detected, the chain block E is activated to activate the chain 7.
Is pulled up, the chain block E is operated by the detection of the other proximity switch H, and the chain 7 is fed out. It should be noted that a pair of sludge collectors 6 are provided in a straight line, and therefore a pair of chain blocks E are also installed. Further, the mud collecting material 6 is heavy and has a mud collecting plate 6a attached thereto. Further, 8 is a sediment discharge pipe, 9a is a hover flow pipe provided around the inner periphery of the sedimentation tank S, and 9 is an overflow pipe 9a.
It is a drainage pipe that communicates with. Since this embodiment is configured in this way, the arm 1 of the rotating body K pulls the mud collecting material 6 and rotates by driving the motor M, so that the sediment is collected in the center by the mud collecting plate 6a and the discharge pipe 8 is provided.
It is repeatedly discharged from. When the precipitation advances and the precipitation layer becomes heavy, the resistance of the mud collecting material 6 delays the rotation of the mud material 6 after the rotation of the rotating body K (see FIG. 2). Therefore, since the chain 7 that was initially hanging becomes slanted, the lifting ring 4 rises and the sludge collecting material 6 is gradually lifted and is positioned almost horizontally above the heavy sedimentation layer. Thus, even if the sedimentation tank S is not constantly monitored, the heavy sedimentation layer lifts up the mud collecting material 6, and in this state, the heavy sedimentation material 6 in a substantially horizontal state gradually moves from above the sedimentation layer. It collects mud on the bottom of the center. The characteristic action in this example is as shown in FIG.
When the lateral pulling distance between the arm 1 and the mud collecting material 6 becomes long due to the sedimentation resistance of the settling layer, the load (arrow vector V) in the anti-rotation direction becomes large and the overload pulling state occurs. In this case, the chain 7 is rotationally displaced in the horizontal direction, and the proximity switch G detects the tilt displacement of the chain 7, and the chain block E is operated to pull up the chain 7. As a result, the sludge collecting material is attracted as shown by the phantom line in FIG. 3, and the load on the sludge collecting material can be reduced. In addition, when the sediment layer becomes low due to the discharge of the sediment, the load on the mud collecting material 6 becomes small and the chain 7 becomes in a drooping state. Therefore, the proximity switch H detects the displaced chain 7.
Since the chain block E is operated and the chain 7 is fed out, the sludge collecting material 6 is arranged on the upper part of the sedimentation layer by its own weight. As described above, according to this example, by operating the chain block E by the proximity switches G and H, the length of the chain 7 can be appropriately controlled and the sludge collecting material 6 can be pulled. Moreover, as the lifting ring 4 is displaced up and down as the sediment deposition changes, the sludge collecting material 6 can be maintained in a horizontal state at all times, so that the sediment can be well stirred. The supernatant liquid in the tank S is guided from the overflow pipe 9a to the drain pipe 9 and drained. Although this example is configured as described above, the present invention is not limited to this. For example, the shapes and configurations of the rotating body and the mud collecting material and the rotating configuration of the rotating body do not matter. Further, the number and attachment state of the sludge collecting material are not limited, and the sludge collecting material may be connected to the lifting ring in an inclined manner. Further, the type of detector that detects the inclination angle of the connecting member is not limited. The type of the connecting material is also appropriate, and the configuration of the connecting material adjusting device that winds up the connecting material to shorten it by detection to shorten the traction interval in the lateral direction of the mud collecting material is not limited.
本考案によると、沈殿層の抵抗を受けて回転体と集泥材
との横方向での牽引間隔が長くなった過負荷牽引状態に
なると、その連結材の傾斜角度を検知器が検出して連結
材調整装置により連結材を巻き上げて短く集泥材を引き
寄せるため、且つ昇降環の変位で集泥材を常時当初の取
付状態に保持できて集泥材にかかる負荷を低減でき、し
たがって装置の耐久性を向上させると共に集泥効果を最
適にできる効果が大きい。According to the present invention, when an overload traction state occurs in which the traction interval between the rotating body and the mud collecting material in the lateral direction becomes longer due to the resistance of the sedimentation layer, the detector detects the inclination angle of the connecting material. The connecting material adjusting device winds up the connecting material by pulling up the connecting material for a short time, and the displacement of the lifting ring can always hold the installed material in the initial installation state, thus reducing the load on the collecting material. Greatly improves durability and optimizes mud collection effect.
第1図は本考案の一実施例を示す縦断面図、 第2図はその平面図、 第3図はチエンを引き上げて集泥材を引き寄せる状態を
示す要部縦断正面図、 第4図は従来の牽引状態の平面図である。 1:アーム、2:車輪、3:回転軸、4:昇降環、5:鎖環、6:集
泥材、6a:集泥板、7:チエン、K:回転体、E:チエンブロ
ック、F:チエンガイド筒、S:沈殿層、M:モータ、R:レー
ル。FIG. 1 is a vertical cross-sectional view showing an embodiment of the present invention, FIG. 2 is a plan view thereof, FIG. 3 is a longitudinal sectional front view of an essential part showing a state in which a chain is pulled up to draw a sludge collecting material, and FIG. It is a top view of the conventional traction state. 1: Arm, 2: Wheel, 3: Rotating shaft, 4: Lifting ring, 5: Chain ring, 6: Mud collecting material, 6a: Mud collecting plate, 7: Chain, K: Rotating body, E: Chain block, F : Chain guide tube, S: Sedimentation layer, M: Motor, R: Rail.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実願 昭61−17333号(実開 昭62− 130707号)の願書に添付した明細書及び図 面の内容を撮影したマイクロフィルム(J P,U) 実願 昭46−2879号(実開 昭47−2757 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) ─────────────────────────────────────────────────── ───Continued from the front page (56) References Microfilm (JP, U), which is a photograph of the details and drawings attached to the application for Japanese Patent Application No. Sho 61-17333 (No. Sho 62-130707). ) A microfilm (JP, U) of the contents of the specification and drawings attached to the application for Japanese Utility Model Application No. 46-2879 (No. 47-2757, Japanese Utility Model Application).
Claims (1)
転する回転体を配置し、沈殿槽の中央に配した該回転体
の回転軸に昇降環を緩く嵌挿して昇降可能とし、内端を
昇降環に連結した重量の重い集泥材を、回転体に連繋さ
せた鎖等の連結材で連結して集泥材を吊下げ支持したも
のにおいて、連結材の牽引傾斜角度を検知して集泥材の
過負荷牽引を検出する検知器と、その検知により連結材
を巻き上げて短くし集泥材の横方向での牽引間隔を短く
する連結材調整装置を備えたことを特徴とする沈殿槽に
おける集泥装置。1. A rotating body which is rotated by a motor or the like is arranged above the water surface of the settling tank, and an elevating ring is loosely inserted into the rotating shaft of the rotating body arranged in the center of the settling tank to enable lifting and lowering. The heavy sludge collecting material that is connected to the lifting ring is connected by a connecting material such as a chain that is connected to the rotating body to suspend and support the sludge collecting material. Precipitation characterized by having a detector that detects overload traction of the sludge collecting material, and a connecting material adjustment device that winds up and shortens the connecting material by the detection and shortens the traction interval in the lateral direction of the sludge collecting material. Mud collector in the tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989137740U JPH07163Y2 (en) | 1989-11-28 | 1989-11-28 | Mud collector in settling tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989137740U JPH07163Y2 (en) | 1989-11-28 | 1989-11-28 | Mud collector in settling tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0375807U JPH0375807U (en) | 1991-07-30 |
| JPH07163Y2 true JPH07163Y2 (en) | 1995-01-11 |
Family
ID=31684885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1989137740U Expired - Lifetime JPH07163Y2 (en) | 1989-11-28 | 1989-11-28 | Mud collector in settling tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07163Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5211814Y2 (en) * | 1971-01-26 | 1977-03-15 | ||
| JPS62130707U (en) * | 1986-02-07 | 1987-08-18 |
-
1989
- 1989-11-28 JP JP1989137740U patent/JPH07163Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0375807U (en) | 1991-07-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |