TW201922331A - Precipitation tank - Google Patents
Precipitation tank Download PDFInfo
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- TW201922331A TW201922331A TW107132918A TW107132918A TW201922331A TW 201922331 A TW201922331 A TW 201922331A TW 107132918 A TW107132918 A TW 107132918A TW 107132918 A TW107132918 A TW 107132918A TW 201922331 A TW201922331 A TW 201922331A
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- pallet
- center
- nozzle
- center well
- well
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- 238000001556 precipitation Methods 0.000 title claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 239000010802 sludge Substances 0.000 claims abstract description 37
- 238000004062 sedimentation Methods 0.000 claims description 22
- 230000002093 peripheral effect Effects 0.000 claims description 10
- 238000007599 discharging Methods 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 230000005855 radiation Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/24—Feed or discharge mechanisms for settling tanks
- B01D21/245—Discharge mechanisms for the sediments
- B01D21/2472—Means for fluidising the sediments, e.g. by jets or mechanical agitators
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
- B01D21/04—Settling tanks with single outlets for the separated liquid with moving scrapers
- B01D21/06—Settling tanks with single outlets for the separated liquid with moving scrapers with rotating scrapers
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/18—Construction of the scrapers or the driving mechanisms for settling tanks
- B01D21/20—Driving mechanisms
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/18—Construction of the scrapers or the driving mechanisms for settling tanks
- B01D21/22—Safety mechanisms
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/24—Feed or discharge mechanisms for settling tanks
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Sewage (AREA)
Abstract
Description
本發明,是有關於將污泥沉降分離用的沉澱槽,特別是有關於具有中心井、及與該中心井的下端對峙的托板之沉澱槽。The present invention relates to a sedimentation tank for sedimentation and separation of sludge, and more particularly to a sedimentation tank having a center well and a pallet facing the lower end of the center well.
習知,在活性污泥處理設備和凝結沉澱處理設備等中,將污泥混合液(凝結處理液)分離成處理水及污泥的手段,一般採用使用固液分離槽(沉澱槽)的沉降分離。在此沉降分離中,已採用:為了將污泥混合液中的濁質和微細的SS有效率地除去而獲得良好的處理水,而藉由在沉澱槽內形成污泥區域(污泥毯層),經過中心井(供給井),將污泥混合液從此污泥區域的下部流入並通過污泥區域,將污泥混合液中的濁質和微細的SS過濾分離的污泥毯過濾方式。Conventionally, in activated sludge treatment equipment, coagulation and sedimentation treatment equipment, and the like, a method for separating a sludge mixture liquid (condensation treatment liquid) into water and sludge is generally settling using a solid-liquid separation tank (precipitation tank) Separation. In this sedimentation and separation, it has been adopted to form a sludge region (sludge blanket layer) in a sedimentation tank in order to obtain good treated water in order to efficiently remove turbidity and fine SS in a sludge mixture. ), Through the central well (supply well), the sludge mixture liquid flows from the lower part of the sludge area and passes through the sludge area, and the turbidity and the fine SS in the sludge mixture are separated by a sludge blanket filtration method.
公知的中心井型的沉澱槽,是與槽體的中央部的中心井的下端對峙地水平地設置托板,將來自中心井的流出水的流動方向朝放射方向變更的構成(日本特開2005-66533號)。A well-known sedimentation tank of a center well type is a structure in which a supporting plate is installed horizontally opposite to the lower end of the center well in the center of the tank body, and the flow direction of the outflow water from the center well is changed to a radial direction (Japanese Patent Laid-Open No. 2005 -66533).
防止污泥堆積在此托板上者,如日本特開平10-165714號,記載了取代水平托板而設置圓錐形的托板。如日本特開2007-69189號,記載了設置沿著托板上面旋轉將堆積污泥撥出的旋轉耙。Those who prevent sludge from accumulating on this pallet, such as Japanese Patent Application Laid-Open No. 10-165714, describe that a conical pallet is provided instead of a horizontal pallet. For example, Japanese Patent Laid-Open No. 2007-69189 describes a rotary harrow that is provided to rotate along the upper surface of a pallet to pull out the accumulated sludge.
[專利文獻1] 日本特開平10-165714號公報 [專利文獻2] 日本特開2005-66533號公報 [專利文獻3] 日本特開2007-69189號公報[Patent Document 1] Japanese Patent Laid-Open No. 10-165714 [Patent Document 2] Japanese Patent Laid-Open No. 2005-66533 [Patent Document 3] Japanese Patent Laid-Open No. 2007-69189
如日本特開2005-66533號,托板為水平的情況時,將來自中心井的水的流動方向朝水平方向變更的作用雖優異,但是污泥容易滯留在托板上的中心附近。即,托板的中心附近,其朝圓周方向的流速因為小,所以容易堆積污泥。For example, in Japanese Patent Application Laid-Open No. 2005-66533, when the pallet is horizontal, the effect of changing the flow direction of the water from the center well to the horizontal direction is excellent, but the sludge is likely to stay near the center of the pallet. That is, the velocity in the circumferential direction near the center of the pallet is small, so that sludge is easily accumulated.
如日本特開平10-165714號的托板為圓錐形的情況時,污泥不易堆積在托板上。但是,因為托板為圓錐形,所以將來自中心井的水的流動方向朝水平方向變更的作用較弱。For example, when the pallet of Japanese Patent Application Laid-Open No. 10-165714 is conical, it is difficult for sludge to accumulate on the pallet. However, since the pallet is conical, the effect of changing the flow direction of water from the center well to the horizontal direction is weak.
如日本特開2007-69189號,設有沿著托板上面旋轉的旋轉耙的情況,均一的放射狀的流動有可能藉由該旋轉耙而被阻礙。For example, in Japanese Patent Application Laid-Open No. 2007-69189, a rotary harrow that rotates along the upper surface of the pallet is provided, and a uniform radial flow may be blocked by the rotary harrow.
本發明的目的是提供一種沉澱槽,可以將從供給井流出的水的流動方向變更用的托板上的堆積物除去,且中心井流出水的流動均一,污泥分離效率優異。An object of the present invention is to provide a sedimentation tank that can remove deposits on a pallet for changing the flow direction of water flowing from a supply well, and that the flow of outflow water from a center well is uniform, and the sludge separation efficiency is excellent.
本發明的沉澱槽,是使從槽體的中央部的中心井被供給至該槽體內的下部的原水,在該槽體內上昇,從該槽體上部的溢流部成為澄清水流出,且設有與該中心井的下端對峙將水的流動方向變更用的托板,其特徵為:設有朝向該托板的中央附近將污泥流走用噴水吐出的噴嘴。The sedimentation tank of the present invention is such that raw water supplied from a central well in the central part of the tank body to the lower part of the tank body rises in the tank body, and the overflow part from the upper part of the tank body flows into clarified water, and is provided. A support plate for changing the flow direction of water is provided to face the lower end of the center well, and is characterized by being provided with a nozzle for spouting water for sludge flow away toward the center of the support plate.
在本發明的一態樣中,前述噴嘴,是與沿著中心井延伸的噴管的下部連結的噴嘴部。In one aspect of the present invention, the nozzle is a nozzle portion connected to a lower portion of a nozzle extending along the center well.
在本發明的一態樣中,前述噴嘴部,是朝前述托板的中心側以40~90°的下降坡度或是垂直方向延伸。In one aspect of the present invention, the nozzle portion extends toward the center side of the pallet with a descending slope of 40 to 90 ° or a vertical direction.
在本發明的一態樣中,前述噴嘴部的下端,是位於與前述中心井的下端同高度或是比其更上位。 [發明的效果]In one aspect of the present invention, the lower end of the nozzle portion is located at the same height as or higher than the lower end of the center well. [Effect of the invention]
在本發明的沉澱槽中,藉由從噴嘴將噴水吐出,來防止污泥堆積在托板上。在本發明中,因為在托板上不存在旋轉的耙,且被處理水是從中心井及托板之間呈放射方向平順地流出,所以污泥是效率佳地被排除,可抑制朝托板上的堆積。In the sedimentation tank of the present invention, sludge is discharged from a nozzle to prevent sludge from being deposited on the pallet. In the present invention, since there is no rotating harrow on the pallet, and the treated water flows out smoothly from the center well and the pallet in a radial direction, the sludge is efficiently removed, and the pallet can be suppressed. Stacked on the board.
以下,參照圖面說明實施例。第1~3圖是顯示具有實施例的沉澱槽的凝結沉澱裝置者。Hereinafter, embodiments will be described with reference to the drawings. Figures 1 to 3 show the coagulation and sedimentation device having the sedimentation tank of the example.
此實施例的沉澱槽,槽體1是圓形,在該槽體1的中央部設有中心井2。此中心井2是上下兩端開放的圓筒狀,其上端部是比槽體1內的水面位更朝上方突出。在中心井2的上部中,設有比中心井2更大徑的中心井上部3。中心井上部3,其底面3a是與中心井2的上部外周面連接。In the sedimentation tank of this embodiment, the tank body 1 is circular, and a central well 2 is provided at a central portion of the tank body 1. This center well 2 is cylindrical with its upper and lower ends open, and its upper end portion projects more upward than the water surface level in the tank body 1. In the upper part of the center well 2, a center well upper part 3 having a larger diameter than the center well 2 is provided. The center well upper part 3 has a bottom surface 3 a connected to the upper peripheral surface of the center well 2.
設有:與此中心井2的下端對峙,將來自中心井2的原水的流動方向從向下方向轉換成放射方向用的通稱為扁平緩衝板的托板4。在此實施例中,托板4是水平圓板狀。托板4是位於比中心井2的下端更規定距離下方並形成原水出口(例如20~150mm程度)。托板4及中心井2是被配置成同軸狀。It is provided with a pallet 4 commonly referred to as a flat buffer plate, which faces the lower end of the center well 2 and converts the flow direction of the raw water from the center well 2 from a downward direction to a radiation direction. In this embodiment, the pallet 4 is in the shape of a horizontal circular plate. The pallet 4 is located below a predetermined distance from the lower end of the center well 2 and forms a raw water outlet (for example, about 20 to 150 mm). The pallet 4 and the center well 2 are arranged coaxially.
後述的耙軸10是貫通此托板4的中央部,托板4是被抵接固定在該耙軸10地被支撐。但是,托板4是透過支撐構件(圖示略)被支撐於中心井2也可以。The rake shaft 10 described later penetrates the center portion of the pallet 4, and the pallet 4 is supported by being abutted and fixed to the rake shaft 10. However, the pallet 4 may be supported by the center well 2 through a support member (not shown).
設有朝向托板4的中央附近從托板4上將污泥流走地將噴水吐出的噴管5。A nozzle pipe 5 is provided to discharge the sludge from the tray 4 toward the vicinity of the center of the tray 4 and discharge the water.
在此實施例中,噴管5是被支撐於中心井2,沿著中心井2的內周面朝上下方向延設。又,噴管5,是與中心井2的內周面接也可以,從該內周面若干遠離也可以。In this embodiment, the nozzle 5 is supported by the center well 2 and is extended in the vertical direction along the inner peripheral surface of the center well 2. In addition, the nozzle 5 may be in contact with the inner peripheral surface of the center well 2, and may be slightly separated from the inner peripheral surface.
噴管5的下部,是朝向托板4的中央附近朝傾斜下方改變方向,成為噴嘴部5a。但是,朝向托板4的中央附近朝水平方向改變方向,成為噴嘴部5a也可以。噴嘴部5a的下端,是位於與中心井2的下端同高度或是比其更若干(例如100mm以內,特別是50mm以內)上位。 噴嘴部5a的下端是比中心井2的下端更低的話會阻礙從原水出口朝槽內被排出的原水的流動而影響放射方向的均等的流動。另一方面,噴嘴部5a的下端過高的話將托板4上的污泥排除用的噴水的吐出流量會變多,相同的放射方向的均等的流動容易被阻礙。The lower part of the nozzle pipe 5 changes its direction toward the vicinity of the center of the pallet 4 and tilts downward to become the nozzle portion 5a. However, the nozzle portion 5 a may be changed in the horizontal direction toward the vicinity of the center of the pallet 4. The lower end of the nozzle portion 5a is located at the same height as or lower than the lower end of the center well 2 (for example, within 100 mm, particularly within 50 mm). If the lower end of the nozzle part 5a is lower than the lower end of the center well 2, the flow of the raw water discharged from the raw water outlet toward the tank is hindered, and the uniform flow in the radiation direction is affected. On the other hand, if the lower end of the nozzle part 5a is too high, the discharge flow rate of the water jet for sludge removal on the pallet 4 will increase, and the uniform flow in the same radiation direction will be easily blocked.
對於噴嘴部5a的水平面的角度θ,是40~90°,特別是45~60°較佳。角度θ是比40°更小的話水平方向的流動變強,從托板4的放射方向的流動就容易成為不均一,污泥不易一定地被排出。另一方面,角度θ愈大的話,噴嘴下端就有必要接近軸,不易將從供給井朝噴嘴部5a連接的噴管固定,而擔心機械的強度下降。噴嘴部5a的管軸心的延長線W是與托板4的上面相交較佳,詳細的話,與耙軸10附近的托板4的上面相交較佳。該延長線W及托板4的上面交叉的交點及中心井2的軸心的距離r,是中心井2的半徑R的一半(50%)以下,特別是40%以下,尤其是30%以下較佳。噴嘴部5a的下端因為是如上述地配置,所以從噴嘴部5a被吐出的噴水是一邊流速下降且一邊朝寬度漸寬的流動變化,因此可以影響托板的廣大範圍。The angle θ of the horizontal plane of the nozzle portion 5a is preferably 40 to 90 °, particularly preferably 45 to 60 °. When the angle θ is smaller than 40 °, the flow in the horizontal direction becomes stronger, and the flow in the radial direction from the pallet 4 tends to become uneven, and the sludge is not easily discharged. On the other hand, as the angle θ becomes larger, it is necessary to approach the shaft at the lower end of the nozzle, which makes it difficult to fix the nozzle connected from the supply well to the nozzle portion 5 a, and there is a concern that the strength of the machine will decrease. It is preferable that the extension line W of the tube axis center of the nozzle portion 5 a intersects the upper surface of the pallet 4. In detail, it preferably intersects the upper surface of the pallet 4 near the rake shaft 10. The distance r between the intersection of the extension line W and the upper surface of the pallet 4 and the axial center of the center well 2 is less than half (50%) of the radius R of the center well 2, especially 40% or less, especially 30% or less Better. Since the lower end of the nozzle portion 5a is arranged as described above, the sprayed water discharged from the nozzle portion 5a changes to a gradually widening flow while the flow velocity decreases, so that it can affect a wide range of the pallet.
托板4的半徑是中心井2的半徑R以上且R的1.5倍以下,較佳是R的1~1.3倍程度。The radius of the pallet 4 is greater than or equal to 1.5 times the radius R of the center well 2 and preferably about 1 to 1.3 times the radius of R.
槽體1的底面是朝向中央成為下降坡度,在其中央部中,設有將已沉降的污泥收集排出用的溝槽6。溝槽6內的污泥,是透過排泥管7朝槽體1外被排出。The bottom surface of the tank body 1 has a downward slope toward the center, and a groove 6 for collecting and discharging the settled sludge is provided in the center portion. The sludge in the trench 6 is discharged to the outside of the tank 1 through the sludge pipe 7.
沿著槽體1的底面將耙板11旋轉地設有耙裝置。此耙裝置,是具有:通過前述中心井2的軸心部分朝上下方向被延設的耙軸10、及從該耙軸10的下部呈放射方向被延設的支撐臂12、及被安裝於該臂12的耙板11、及耙軸10的上端所連結的驅動裝置(圖示略)。The rake plate 11 is rotatably provided with a rake device along the bottom surface of the tank body 1. This rake device includes a rake shaft 10 extended in an up-down direction through an axial center portion of the center shaft 2, a support arm 12 extended in a radial direction from a lower portion of the rake shaft 10, and is mounted on The rake plate 11 of the arm 12 and the driving device (not shown) connected to the upper end of the rake shaft 10.
耙板11,是耙旋轉時,將槽體底面上的堆積物朝槽體底面的中央側移動地被配設在與各臂12的長度方向斜交的方向。The rake plate 11 is arranged in a direction oblique to the longitudinal direction of each arm 12 so as to move the deposits on the bottom surface of the tank body toward the center of the bottom surface of the tank body when the rake rotates.
沿著槽體1的內周壁面的上部設有作為溢流部的溢流堰13。此溢流堰13的上端,是成為比中心井2的上端更若干(例如50~200mm程度)下位。An overflow weir 13 as an overflow portion is provided along the upper portion of the inner peripheral wall surface of the tank body 1. The upper end of the overflow weir 13 is lower than the upper end of the center well 2 (for example, about 50 to 200 mm).
此槽體1的水深即從槽體底面至溢流堰13的上端的高度,較佳是100~400cm,更佳是100~250cm。The water depth of the trough body 1 is the height from the bottom surface of the trough body to the upper end of the overflow weir 13, preferably 100 to 400 cm, and more preferably 100 to 250 cm.
托板4的上面的從槽體底面(溝槽6周緣部)的高度是20~80cm,較佳是25~60cm,特別是30~50cm。The height of the upper surface of the supporting plate 4 from the bottom surface of the groove body (peripheral edge portion of the groove 6) is 20 to 80 cm, preferably 25 to 60 cm, and particularly 30 to 50 cm.
中心井2內的下降流速(LV)是40cm/sec以下,例如5~30cm/sec,特別是10~30cm/sec程度較佳。The descending flow velocity (LV) in the center well 2 is 40 cm / sec or less, for example, 5 to 30 cm / sec, and particularly preferably about 10 to 30 cm / sec.
中心井2的下端及托板4的上面之間的原水出口的上下間隔H,是如前述成為例如20~150mm程度,從此原水出口流出的原水的水平方向的線速度是成為4~10cm/sec,特別是5~8cm/sec程度地設定最佳。The vertical interval H of the raw water outlet between the lower end of the center well 2 and the upper surface of the pallet 4 is, for example, approximately 20 to 150 mm as described above. The horizontal linear velocity of the raw water flowing from this raw water outlet is 4 to 10 cm / sec. , Especially the best setting is about 5 ~ 8cm / sec.
槽體1內的上昇流速(LV)是1m/hr以上,例如1~20m/hr,特別是2~10m/hr程度較佳。The ascending flow velocity (LV) in the tank 1 is 1 m / hr or more, for example, 1 to 20 m / hr, and particularly preferably about 2 to 10 m / hr.
來自噴嘴部5a的噴水的吐出流速是1m/sec以上,特別是1~5m/sec程度較佳。將來自噴嘴部5a的吐出流量(m3 /hr)由托板4的面積(m2 )除算了的每單位托板面積的吐出流量是1~8m3 /hr/m2 、即1~8m/hr程度較佳。The discharge flow velocity of the water spray from the nozzle portion 5a is 1 m / sec or more, and preferably about 1 to 5 m / sec. The discharge flow rate (m 3 / hr) from the nozzle portion 5a divided by the area (m 2 ) of the pallet 4 is 1 to 8 m 3 / hr / m 2 , that is, 1 to 8 m. / hr is better.
在如此構成的沉澱槽中,被處理水是被供給至中心井上部3內,越過中心井2的上端流入中心井2內,在中心井2內下降,從中心井2的下端及托板4之間的原水出口呈放射方向流出。其後,水是在槽體1內上昇,在溢流堰13溢流,從澄清水流出口14被排出。In the sedimentation tank configured in this way, the treated water is supplied into the upper part 3 of the center well 2 and flows into the center well 2 over the upper end of the center well 2 and descends in the center well 2 from the lower end of the center well 2 and the pallet 4 The raw water outlets between them flow out in a radial direction. Thereafter, the water rises in the tank body 1, overflows in the overflow weir 13, and is discharged from the clarified water outlet 14.
欲堆積在此托板4的上面的污泥,因為是藉由從噴嘴部5a吐出的噴水被推流,所以可防止污泥堆積在托板4上。又,此噴水的吐出是連續地進行也可以,間歇地進行也可以。The sludge to be deposited on the upper surface of the pallet 4 is pushed by the water sprayed from the nozzle portion 5a, so that the sludge can be prevented from accumulating on the pallet 4. In addition, the discharge of the water jet may be performed continuously or intermittently.
沉降在槽體1的底面上的污泥,是藉由耙而朝溝槽6被撥動收集,從排泥管7被排出。The sludge settled on the bottom surface of the tank 1 is collected by being pulled toward the trench 6 by a rake, and is discharged from the sludge pipe 7.
在此實施例中,如上述,因為從噴嘴部5a將噴水流出,所以可防止污泥堆積在托板4上。且,在托板4上因為耙不存在,所以被處理水,是成為從中心井2的下端及托板4之間的原水出口朝污泥毯內緩和地流入,可有效率地使污泥被沉降分離。In this embodiment, as described above, since the spray water is discharged from the nozzle portion 5a, it is possible to prevent sludge from being deposited on the pallet 4. In addition, because the rake does not exist on the pallet 4, the treated water flows gently into the sludge blanket from the raw water outlet between the lower end of the center well 2 and the pallet 4, and the sludge can be efficiently made. Separated by sedimentation.
在上述實施例中,托板4雖是水平,但是至少中心附近是朝向放射方向成為未滿15°的傾斜面也可以。但是,至少外周部是水平較佳。In the above embodiment, although the pallet 4 is horizontal, at least the vicinity of the center may be an inclined surface that is less than 15 ° toward the radiation direction. However, it is preferable that at least the outer peripheral portion is level.
在上述實施例中,槽體1雖是圓筒形,但是角形(四角形或是以上的多角形)也可以。且,槽體1的底面是水平也可以。In the above embodiment, although the groove body 1 is cylindrical, an angular shape (a quadrangular shape or a polygonal shape) may be used. The bottom surface of the groove body 1 may be horizontal.
在上述實施例中,噴管5雖是沿著中心井2的內周面被設置,但是沿著中心井2的外周面被設置,噴嘴部5a是貫通中心井2的下部被插入中心井2內的構成也可以。In the above-mentioned embodiment, although the nozzle 5 is provided along the inner peripheral surface of the center well 2, it is provided along the outer peripheral surface of the center well 2. The nozzle portion 5a penetrates the lower part of the center well 2 and is inserted into the center well 2. The internal structure is also possible.
在上述實施例中,噴管5雖是沿著中心井2被配置,但是沿著耙軸10被配置也可以。且,噴嘴是設置2個以上也可以。In the above embodiment, although the nozzles 5 are arranged along the center well 2, they may be arranged along the harrow shaft 10. Moreover, two or more nozzles may be provided.
在上述實施例中,中心井2雖是從上端至下端為止作成等徑,但是將下部作成大徑也可以。此情況,成為愈下端愈大徑的錐面形也可以。又,此情況,為了固定噴管5,中心井2的上部小徑部及下部大徑部一體的構造,或是將下部大徑部固定在上部小徑部,且下部大徑部未被固定於耙軸10的構造較佳。In the above-mentioned embodiment, although the center well 2 is formed to have an equal diameter from the upper end to the lower end, the lower portion may be formed to have a large diameter. In this case, a tapered surface having a larger diameter at the lower end may be used. In this case, in order to fix the nozzle 5, the upper small diameter portion and the lower large diameter portion of the center well 2 are integrated, or the lower large diameter portion is fixed to the upper small diameter portion, and the lower large diameter portion is not fixed. The structure of the harrow shaft 10 is preferred.
雖使用特定的態樣詳細說明了本發明,但是在未遠離本發明的意圖及範圍的話,本行業者明顯可進行各式各樣的變更。 本案,是藉由引用2017年11月10日申請的日本專利申請第2017-217425號其整體而援用。Although the present invention has been described in detail using specific aspects, those skilled in the art can obviously make various changes without departing from the intention and scope of the present invention.案 The present application is cited by citing the entirety of Japanese Patent Application No. 2017-217425 filed on November 10, 2017.
1‧‧‧槽體1‧‧‧ tank
2‧‧‧中心井2‧‧‧ center well
3‧‧‧中心井上部3‧‧‧upper center well
3a‧‧‧底面3a‧‧‧ Underside
4‧‧‧托板4‧‧‧ pallet
5‧‧‧噴管5‧‧‧ Nozzle
5a‧‧‧噴嘴部5a‧‧‧Nozzle section
6‧‧‧溝槽6‧‧‧ groove
7‧‧‧排泥管7‧‧‧Drain pipe
10‧‧‧耙軸10‧‧‧ Rake Shaft
11‧‧‧耙板11‧‧‧ Rake
12‧‧‧支撐臂12‧‧‧ support arm
13‧‧‧溢流堰13‧‧‧ overflow weir
14‧‧‧澄清水流出口14‧‧‧ clarified water outlet
[第1圖] 實施例的沉澱槽的縱剖面圖。 [第2圖] 第1圖的沉澱槽的中心井下端附近的放大圖。 [第3圖] 第1圖的沉澱槽的中心井下端附近的立體圖。[FIG. 1] A longitudinal sectional view of a sedimentation tank according to an embodiment.第 [Fig. 2] An enlarged view near the bottom of the central well of the sedimentation tank in Fig. 1.第 [FIG. 3] A perspective view of the vicinity of the bottom of the center well of the sedimentation tank of FIG.
Claims (5)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2017-217425 | 2017-11-10 | ||
| JP2017217425A JP6508293B1 (en) | 2017-11-10 | 2017-11-10 | Settling tank |
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| Publication Number | Publication Date |
|---|---|
| TW201922331A true TW201922331A (en) | 2019-06-16 |
| TWI842678B TWI842678B (en) | 2024-05-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW107132918A TWI842678B (en) | 2017-11-10 | 2018-09-19 | Sedimentation tank |
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| JP (1) | JP6508293B1 (en) |
| KR (1) | KR102541106B1 (en) |
| CN (1) | CN111201073B (en) |
| TW (1) | TWI842678B (en) |
| WO (1) | WO2019092971A1 (en) |
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| JP6866341B2 (en) * | 2018-12-21 | 2021-04-28 | 株式会社東芝 | Inflow unit and settling tank |
| CN111068371A (en) * | 2019-12-20 | 2020-04-28 | 烟台金曼投资有限公司 | Mineral processing thickener |
| CN114319561A (en) * | 2022-01-06 | 2022-04-12 | 广东广基建设集团有限公司 | Basement water supply and drainage system of teaching building |
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| US4024881A (en) * | 1976-01-22 | 1977-05-24 | Environment Improvement Systems, Inc. | Apparatus for removing gelatinous sludge and solids from settling basins |
| FR2568489B1 (en) * | 1984-07-31 | 1990-03-23 | Alsthom Atlantique | TWO-STAGE CLARIFICATION PROCESS FOR LIQUID LOADED WITH SOLID MATERIALS |
| JP2546680Y2 (en) * | 1991-03-28 | 1997-09-03 | 川崎製鉄株式会社 | Sedimentation equipment |
| JP3103395B2 (en) * | 1991-07-19 | 2000-10-30 | 坂東機工株式会社 | engine |
| US5478468A (en) * | 1993-09-10 | 1995-12-26 | Sumitomo Heavy Industries, Ltd. | Coagulating sedimentation processing apparatus |
| JPH10165714A (en) | 1996-12-05 | 1998-06-23 | Kurita Water Ind Ltd | Coagulation sedimentation equipment |
| JP3310629B2 (en) * | 1999-05-31 | 2002-08-05 | 住友重機械工業株式会社 | Coagulation sedimentation equipment |
| JP2001239112A (en) * | 2000-03-01 | 2001-09-04 | Ebara Corp | Solid-liquid separator |
| JP4073798B2 (en) * | 2003-01-31 | 2008-04-09 | 月島機械株式会社 | Filtration device |
| JP4254426B2 (en) | 2003-08-27 | 2009-04-15 | 栗田工業株式会社 | Sedimentation tank equipment |
| JP4696646B2 (en) * | 2005-03-31 | 2011-06-08 | 栗田工業株式会社 | Sedimentation tank |
| JP4259505B2 (en) | 2005-09-09 | 2009-04-30 | 栗田工業株式会社 | Sedimentation tank |
| JP5810437B2 (en) * | 2010-05-25 | 2015-11-11 | アクアインテック株式会社 | Sand collection device for sand basin |
| JP5754081B2 (en) * | 2010-05-25 | 2015-07-22 | アクアインテック株式会社 | Sand collection device for sand basin |
| KR101265457B1 (en) * | 2012-10-09 | 2013-05-16 | 허종형 | Sludge discharging device for settling pond |
| US9252024B2 (en) * | 2013-05-17 | 2016-02-02 | Applied Materials, Inc. | Deposition chambers with UV treatment and methods of use |
| CN203816284U (en) * | 2014-05-05 | 2014-09-10 | 重庆市合川排水有限公司 | Clearing structure of secondary sedimentation tank |
| CN204429762U (en) * | 2015-01-15 | 2015-07-01 | 汩罗市鑫祥碳素制品有限公司 | For leaf cleaning mechanism and the desulfurizer of desulfurizer |
| JP6083656B2 (en) * | 2015-05-13 | 2017-02-22 | アクアインテック株式会社 | Sand collection method for sand basin |
| CN105152426B (en) * | 2015-07-24 | 2017-08-22 | 包头市沃特尔环保科技有限公司 | For turbid water purifying means |
| CN205252621U (en) * | 2015-11-23 | 2016-05-25 | 金川集团股份有限公司 | Concentrator cloth liquid device |
| CN106215470B (en) * | 2016-08-16 | 2018-02-16 | 中电建水环境治理技术有限公司 | Gush polluted bed mud processing settling pit and mud-sand separating system in river lake |
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2017
- 2017-11-10 JP JP2017217425A patent/JP6508293B1/en active Active
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2018
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- 2018-09-10 KR KR1020207010325A patent/KR102541106B1/en active Active
- 2018-09-19 TW TW107132918A patent/TWI842678B/en active
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| CN111201073B (en) | 2022-03-18 |
| TWI842678B (en) | 2024-05-21 |
| JP6508293B1 (en) | 2019-05-08 |
| KR102541106B1 (en) | 2023-06-07 |
| WO2019092971A1 (en) | 2019-05-16 |
| JP2019088998A (en) | 2019-06-13 |
| CN111201073A (en) | 2020-05-26 |
| KR20200078491A (en) | 2020-07-01 |
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