M348126 t :: 八、新型說明： 【.新型所屬之技術領域】 本創作係’-種污泥織用設備之技純域，尤其是—種沉殿 池用吸泥裝置。 【先前技術】 -般自來水廠献污水處理廠之沉舰等水處理設備，為了讓後 籲續之水利用或是水處理之過程負荷降低（例如··降低過遽池的負荷）， 都必須先將沉殿池令之污泥先予移除。以自來水廠之沉殿池為例，由 於自來水廠之原水係來自水庫或河川或地下水，而原水中夹帶之泥或 懸浮顆粒都需經由水處理流程工藝予以去除。 而無論自來水廠或是污水處理薇等沉澱池。除了利用水土保持或 在污泥來源採取各種降低污泥來源之根本防治外。對於已經造成含於 原水之泥或懸浮顆粒，大都利用自然靜置或加藥混凝之予以沉殿去 除’沉澱於池底之污泥則需利用水處理工藝或設備進一步移除，例如 »利用抽泥賴包括污泥幫浦錢管線，將池底之沉積污泥翻沉殿池 外，讓沉澱池可以被連續操作，以降低後續之自來水廠或是污水處理 廠處理流程之負荷（例如：過濾池）。 雖有先前技術職池巾設有—種吸泥裝置，即在沉殿池 中設有-集泥管，該集泥管在沉澱池中垂直方向延伸出一個以上之吸 泥管。該集泥管與吸泥管，若吸泥管只有一個，則形狀蓋呈「十」字 型’若吸泥管有兩個’則形狀蓋呈「廿」字型。由於吸泥管具有複數 5 M348126 « 一 7~ 口 個孔洞，而且與集泥管相通，而集泥管外部透過強力之污泥幫浦設備， 將吸泥管所吸取之污泥，透過集泥管匯集而排出沉殿池。 雖然先前技術具有其解決污泥之優點，但是仍有更為進梦之空 間’例如有—個或以上之吸泥管負責吸泥時’由於集泥管中之哪抽力 量’多來自池邊之污泥幫浦，而吸泥管錄由於距離「_力源」之遠 .近吸泥之效果往往有所差異，例如距離π即力源較遠者所吸取之泥沙 φ效果不如距離卿力源較近者，因此效果未能充分發揮。 【新型内容】 有鑑於先前技術之問題，本創作認為應有一種改善之設計。主要 ^將崎蝴-卿崎__計，利用該子管 母5内部往復之運作，因此可以辅助子管外接沉殿池 _^·達成全纖池平均·沉積污泥之魏。由於該子管=部且 置柳卜®此娜纖：她集泥管的污 泥^篁趨於-致或相近，可以使得吸泥效果更為平均與具有效率。 t創作解決先麵題所採取之技術手段，包括―集 官垂直方向延伸相互間隔之二組吸泥管。該集泥管包括—子2 管設一前後貫狀錢，且軒f之端觀伸—節鱗切 壤支架之自由端設有-節流環，且該節流環設有—穿孔；」二= 母料部，容許該子錄母管__相對伸 且“/之即流環外緣貼著於該母管之關㈣，除該節如仃’ 該母管内緣與子管外緣保持—間距。 I之外’ 6 M348126 g ,. 圓择::... 【實施方式】 以下藉由圖式說明本創作之内容、特點以及實施例，俾以提供審 查時有一更為清晰之瞭解。 本創作係關於一種沉澱池用吸泥裝置，係設於如第一圖，配合第 二圖所不之一沉澱池(1)中為吸泥之用，包括一集泥管(2)，該集泥管(幻 垂直方向延伸相互間隔之第一吸泥管(3)與第二吸泥管(4)。各吸泥管 '⑶、⑷设複數吸泥孔(31)、（41)以便於吸取沉澱池(1)底部之污泥。 , 凊參閱第二圖與第四圖所示，又該集泥管〇包括一子管(21)，該 子官(21)设一前後貫通之孔道(2η)，且該子管(21)之端部延伸一節流環 支架(212) ’該節流環支架(212)之自由端設有一節流環(213)，且該節流 環(213)設有一穿孔(214)。 一母管(22):該母管(22)套設於該子管(21)外緣，容許該子管(21) 於母管(22)内部軸向相對伸縮運行；且該子管(21)之節流環(213)貼著於 該母管(22)之内侧管壁，除該節流環(213)之外，該母管(22)内緣與子管 (21) 外緣保持一間距(218)。 > 且該母管(22)外緣間隔二位置設有垂直於該母管(22)，並與該母管 (22) 相通之第一吸泥管(3)與第二吸泥管(4)。 該第一吸泥管(3)之管底設有複數集泥板(33)，該第二吸泥管(4)之 官底也可以設有複數集泥板(43)，二者可以兼採或選擇其一。以提供 吸取污泥之前，對於航澱池⑴之底觀祕泥先有顺、鬆動之前 置功能，而有利於後續之吸泥作業進行。 请參閱第二圖與第三圖，配合第四圖之局部放大圖所示，本創作 可以主要係令母管(22)相對可以在子管⑼外緣伸縮，即相對子管⑼ M348126 i 在母官(22)内緣往復運行，配合將子管(21)外接沉澱池(1)外所另外接設 之污泥幫浦(圖未顯示）。且可以在母管(22)外緣固設一不銹鋼纜線(5), 該不鎮鋼觀線(5)可以繞設於沉澱池⑴内側之輪座⑽，可以利用池岸 上设置之驅動單元拉動而使得該母管(22)進退運行。 请參閱第一、四圖，配合第五圖所示，而為了往復進退之平穩與 順暢’該母管(22)設有一組可貼於沉澱池(1)底壁之地輪(220)。該第一 •吸泥管(3)以及第二吸泥管⑷可以選擇其一或是兼具，於兩端設有一組 鲁可貼於沉殺池⑴内侧壁之壁輪(32)、（42)。同樣也可以使得往復進退更 為平穩與順暢， 又’由於該節流環(213)之外，該母管(22)與子管(21)外緣保持一間 距(218)。因此該節流環(213)該子管(21)之孔道(211)之間，以及該間距 (218)形成該第一吸泥管(3)吸泥之路捏。 至於該節流環(213) ’其可以作為第一吸泥管與第二吸泥管(4) 吸取污泥量控制調節之元件，由於該節流環(213)設有穿孔(214)，因此 可以提供作為第二吸泥管(4)唧入之子管(21)孔道(211)之路徑。而本創 鲁作之另外一個實施例，該節流環(213)之前緣背於子管(21)之方向，可 以再延伸一第二支架(215)，該第二支架(215)之自由端設一前擋板 (216) ’且該前擋板(216)與母管(22)之内侧壁之間有一間距(217)。可以 利用該前擋板(216)緩衝來自該第二吸泥管(4)之污泥，但是由於該前擋 板(216)與母管(22)之内侧壁之間有一間距(217)，因此仍然可以作為流 通路徑，而非完全阻擋。 由於第一吸泥管(3)與第二吸泥管(4)同時受到該節流環(213)之吸 取污泥置控制調節，且B即抽之力量係在母管(22)内部進行，配合子管(21) 8 M348126 外接沉澱池⑴之污泥幫浦(圖未顯示），因鱗於該第一吸泥管⑶或是 該第-及泥1(4)而§ ’入集泥管⑵的污泥流量趨於一致或相近，可以 達到穩定與均衡之操作。 本創作所欲it成之雜目的’麟欲使污泥完全赚。按，一般 自來水廠、污水處理廠之紐池巾之水，亦不能令其過於清澈而導致 缺乏互相凝聚之污泥微粒子而使得沉殿作業產生困難。 . 按職若污泥之比重若比水輕，摊難以達成職，因此一般水 鲁質處理中大多會添加凝聚劑，為降低污泥微粒子表面之電位，同時作 為凝聚之架橋作用。而水中的污泥微粒子，其表面大多具同一電荷， 而污泥微粒子間產生靜電的排斥作用。·必須降低其靜電之電位， 降低其電位則粒子間的排斥力消失而粒子間相互附著，因之必須添加 其相反符號的離子即前述之凝聚劑，如明磐等而達完全凝聚。使粒子 之間發生架橋作用而達粗大化，而當粗大化後水中之污泥微粒子可以 相聚而形成比重大於大於水而形成沉殿。 ，综上所述本創作具備實用效果，且未見於刊物或公開使用 擊合專利要件，爰依法提出專利申請。 准上述所陳，為本創作產業上一較佳實施例，舉凡依本創枝 專利範圍所作之等效變化，皆屬本案申請專利範圍之列。 明 9 M348126 s 【圖式簡單說明】 第一圖係本創作之裝置立體示意圖 第二圖係本創作之作動平面示意一圖 第三圖係本創作之作動平面示意二圖 第四圖係本創作之局部放大示意圖 第五圖係本創作由沉澱池中脫離出之底視立體圖 【主要元件符號說明】 • (1).沉殿池 (11).輪座 ⑵.集泥管 (21) .子管 (211) .孔道 (212) .節流環支架 (213) .節流環 _ (214).穿孔 '(215).第二支架 (216) .前擋板 (217) .間距(即D) (218) .間距(即D) (22) .母管 (220).地輪 (3).第一吸泥管 Μ348126η (31) .吸泥孔 (32) .壁輪 (33) .集泥板 (4) ·第二吸泥管 (41) .吸泥孔 (42) .壁輪 、（43).集泥板 (5) .不錄鋼、規線M348126 t :: VIII. New description: 【.New technical field of the invention】 This creation is a technical pure field of the kind of sludge weaving equipment, especially the suction device for the sinking pond. [Prior Art] - Water treatment equipment such as the shipwreck of the sewage treatment plant in the water supply plant must be reduced in order to reduce the water use or the water treatment process (for example, reduce the load on the pond). First remove the sludge from Shen Dianchi. For example, in the sink pond of the waterworks, the original water system of the waterworks comes from the reservoir or river or groundwater, and the mud or suspended particles entrained in the raw water are removed by the water treatment process. And whether it is a water tank or a sedimentation tank such as sewage treatment. In addition to the use of soil and water conservation or the use of various sources of sludge control to reduce the source of sludge. For sludge or suspended particles that have been caused to be contained in raw water, most of them are removed by natural static or medicated coagulation. The sludge deposited at the bottom of the tank needs to be further removed by water treatment process or equipment, for example, The pumping mud includes the sludge pumping pipeline, and the sediment sludge at the bottom of the tank is turned outside the pond, so that the sedimentation tank can be continuously operated to reduce the load of the subsequent water treatment plant or the sewage treatment plant processing process (for example: Filter pool). Although the prior art cistern has a suction device, that is, a mud collecting pipe is arranged in the sinking pool, and the collecting pipe extends more than one suction pipe vertically in the sedimentation tank. In the collection of mud pipes and suction pipes, if there is only one suction pipe, the shape cover is in the shape of "ten". If there are two suction pipes, the shape cover is in the shape of "廿". Since the suction pipe has a plurality of 5 M348126 « a 7~ hole, and communicates with the mud collecting pipe, and the outside of the collecting pipe passes through the powerful sludge pumping equipment, the sludge sucked by the suction pipe passes through the mud The tubes are collected and discharged into the sinking pool. Although the prior art has the advantage of solving the sludge, there is still more room for dreams. For example, when there are one or more suction pipes responsible for sucking mud, 'because the pumping force in the mud collecting pipe is mostly from the pool side The sludge pump is pumped, and the suction pipe is recorded because of the distance from the "_力源". The effect of suctioning the mud is often different. For example, the distance π is the distance from the source of the force, and the effect of the sediment is not as good as the distance. The source is closer, so the effect is not fully utilized. [New content] In view of the problems of the prior art, this creation believes that there should be an improved design. Mainly, I will use the internal reciprocating operation of the sub-tube 5, so that the sub-tube can be externally connected to the sinking pool _^· to achieve the average of the whole fiber pool and the sediment sludge. Because the sub-tube = part and set Liu Bu ® this Na fiber: the dirt of the mud collecting pipe tends to be similar or similar, which can make the suction effect more average and efficient. t The technical means adopted to solve the first problem, including the two groups of suction pipes that are separated from each other in the vertical direction of the official. The collecting pipe comprises a front and a second tube, and a front and a cross-shaped money is arranged, and a free end of the scale-cutting soil support is provided with a throttling ring, and the throttle ring is provided with a perforation; Two = the masterbatch part, allowing the sub-recorder mother tube __ relatively extended and "/that is, the outer edge of the flow ring is attached to the parent tube (4), except for the section such as the inner edge of the mother tube and the outer edge of the sub-tube Keep-pitch. I is outside '6 M348126 g ,. Circle selection::... 【Embodiment】 The following is a description of the content, features and examples of this creation, so that a clearer one is provided for review. This creation is about a suction device for sedimentation tanks, as shown in the first figure, in combination with the sedimentation tank (1) in the second diagram, for the purpose of suctioning mud, including a collection of mud pipes (2) The collecting mud pipe (the first suction pipe (3) and the second suction pipe (4) extending in a vertical direction from each other. Each suction pipe '(3), (4) is provided with a plurality of suction holes (31), (41) ) to facilitate the suction of the sludge at the bottom of the sedimentation tank (1). 凊 Refer to the second and fourth figures, and the collection of the mud raft includes a sub-tube (21). Through the tunnel (2η), and The end of the sub-tube (21) extends a throttle ring bracket (212). The free end of the throttle ring bracket (212) is provided with a throttle ring (213), and the throttle ring (213) is provided with a through hole (214). a mother tube (22): the mother tube (22) is sleeved on the outer edge of the sub-tube (21), allowing the sub-tube (21) to run axially relative to the inner tube (22); and the sub-tube The throttle ring (213) of the tube (21) is attached to the inner tube wall of the mother tube (22), except for the throttle ring (213), the inner edge of the mother tube (22) and the sub-tube (21) The outer edge maintains a spacing (218). > and the outer edge of the mother tube (22) is spaced apart from the first suction pipe (the first suction pipe) which is perpendicular to the mother pipe (22) and communicates with the mother pipe (22) 3) and the second suction pipe (4). The bottom of the first suction pipe (3) is provided with a plurality of mud collecting plates (33), and the bottom of the second suction pipe (4) may also be provided A plurality of mud plates (43), which can be combined or selected to provide a smooth and loose front function for the bottom of the aerodium (1) before the sludge is sucked, which is beneficial to the subsequent The suction operation is carried out. Please refer to the second and third figures. As shown in the partial enlarged view of the fourth figure, this creation can be mainly The mother tube (22) is relatively retractable at the outer edge of the sub-tube (9), that is, the counter-tube (9) M348126 i reciprocates at the inner edge of the parent (22), and the sub-tube (21) is externally connected to the sedimentation tank (1). In addition, the sludge pump is connected (not shown), and a stainless steel cable (5) can be fixed on the outer edge of the mother pipe (22). The non-steel wire (5) can be wound around the sedimentation tank (1). The inner wheel seat (10) can be pulled forward by the driving unit provided on the bank of the pool to make the mother tube (22) move forward and backward. Please refer to the first and fourth figures, together with the figure shown in the fifth figure, and for the smooth and smooth reciprocating advance and retreat' The mother tube (22) is provided with a set of ground wheels (220) which can be attached to the bottom wall of the sedimentation tank (1). The first suction pipe (3) and the second suction pipe (4) may be selected one or both, and a set of wall wheels (32) attached to the inner side wall of the sinking pool (1) are provided at both ends, ( 42). It is also possible to make the reciprocating advance and retreat smoother and smoother, and the main tube (22) maintains a distance (218) from the outer edge of the sub-tube (21) due to the throttle ring (213). Therefore, the throttle ring (213) between the holes (211) of the sub-tube (21) and the spacing (218) form a pinch of the first suction pipe (3). As for the throttle ring (213) 'which can be used as the first suction pipe and the second suction pipe (4) to absorb the sludge quantity control adjustment element, since the throttle ring (213) is provided with a perforation (214), It is therefore possible to provide a path for the sub-tube (21) tunnel (211) to be broken into by the second suction pipe (4). In another embodiment of the invention, the front edge of the throttle ring (213) is opposite to the direction of the sub-tube (21), and a second bracket (215) can be further extended. The second bracket (215) is free. There is a front baffle (216)' and a spacing (217) between the front baffle (216) and the inner side wall of the female pipe (22). The front baffle (216) can be used to buffer the sludge from the second suction pipe (4), but because of the spacing (217) between the front baffle (216) and the inner side wall of the main pipe (22), Therefore, it can still be used as a circulation path, not completely blocked. Since the first suction pipe (3) and the second suction pipe (4) are simultaneously controlled by the suction sludge of the throttle ring (213), and the force of B is drawn inside the mother pipe (22). , with the sub-tube (21) 8 M348126 external sedimentation tank (1) sludge pump (not shown), due to the scale of the first suction pipe (3) or the first - and mud 1 (4) and § 'incorporate The sludge flow rate of the mud pipe (2) tends to be the same or similar, and the operation of stabilization and balance can be achieved. This creative office wants to become a confusing target. According to the general water supply of the water treatment plant and the sewage treatment plant, it is not too clear, which leads to the lack of mutually coagulated sludge particles, which makes the operation of the temple difficult. If the proportion of sludge according to job is lighter than water, it is difficult to reach a job. Therefore, in general, the coagulant is added in the treatment of water, in order to reduce the potential of the surface of the sludge particles, and at the same time act as a bridge for condensation. The sludge microparticles in the water mostly have the same electric charge on the surface, and the electrostatic repulsion between the sludge microparticles. • The potential of the static electricity must be lowered. When the potential is lowered, the repulsive force between the particles disappears and the particles adhere to each other. Therefore, it is necessary to add an ion having the opposite sign, that is, the aforementioned coagulant, such as alum, to completely agglomerate. The bridging action between the particles is coarsened, and when the coarsening, the sludge microparticles in the water can be gathered to form a specific gravity larger than the water to form a sink. In summary, the creation has practical effects, and has not been found in publications or public use to meet patent requirements, and patent applications are filed according to law. The above-mentioned evidence is the preferred embodiment of the creative industry. The equivalent changes made by the patent scope of this patent are the scope of patent application in this case. Ming 9 M348126 s [Simple diagram of the diagram] The first diagram is a three-dimensional diagram of the device of the creation. The second diagram is the motion diagram of the creation. The third diagram is the motion diagram of the creation. The fourth diagram is the creation. Partial enlargement diagram The fifth diagram is a bottom view of the creation from the sedimentation tank. [Main component symbol description] • (1). Shen Dianchi (11). Wheel base (2). Collecting mud pipe (21). Tube (211). Hole (212). Throttle ring bracket (213). Throttle ring _ (214). Perforation '(215). Second bracket (216). Front baffle (217). Spacing (ie D (218) . Spacing (ie D) (22). Female tube (220). Ground wheel (3). First suction pipe Μ 348126η (31). Suction hole (32). Wall wheel (33). Mud board (4) ·Second suction pipe (41). Suction hole (42). Wall wheel, (43). Collecting board (5). No steel, ruled line