CN118791105A - Domestic sewage treatment device and method - Google Patents

Domestic sewage treatment device and method Download PDF

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Publication number
CN118791105A
CN118791105A CN202411284607.7A CN202411284607A CN118791105A CN 118791105 A CN118791105 A CN 118791105A CN 202411284607 A CN202411284607 A CN 202411284607A CN 118791105 A CN118791105 A CN 118791105A
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sewage
point
conveying channel
rolling piece
sediment
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CN118791105B (en
Inventor
白世刚
潘宏涛
窦兵兵
郝亮亮
李涛
常甜
陈荣龙
高原
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Shaanxi Coal New Energy Technology Co ltd
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Shaanxi Coal New Energy Technology Co ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5281Installations for water purification using chemical agents
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F27/00Mixers with rotary stirring devices in fixed receptacles; Kneaders
    • B01F27/23Mixers with rotary stirring devices in fixed receptacles; Kneaders characterised by the orientation or disposition of the rotor axis
    • B01F27/232Mixers with rotary stirring devices in fixed receptacles; Kneaders characterised by the orientation or disposition of the rotor axis with two or more rotation axes
    • B01F27/2322Mixers with rotary stirring devices in fixed receptacles; Kneaders characterised by the orientation or disposition of the rotor axis with two or more rotation axes with parallel axes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F27/00Mixers with rotary stirring devices in fixed receptacles; Kneaders
    • B01F27/60Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis
    • B01F27/70Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis with paddles, blades or arms
    • B01F27/701Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis with paddles, blades or arms comprising two or more shafts, e.g. in consecutive mixing chambers
    • B01F27/706Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis with paddles, blades or arms comprising two or more shafts, e.g. in consecutive mixing chambers with all the shafts in the same receptacle
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F27/00Mixers with rotary stirring devices in fixed receptacles; Kneaders
    • B01F27/60Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis
    • B01F27/75Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a horizontal or inclined axis with stirrers having planetary motion, i.e. rotating about their own axis and about a sun axis
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F35/00Accessories for mixers; Auxiliary operations or auxiliary devices; Parts or details of general application
    • B01F35/71Feed mechanisms
    • B01F35/712Feed mechanisms for feeding fluids
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F35/00Accessories for mixers; Auxiliary operations or auxiliary devices; Parts or details of general application
    • B01F35/71Feed mechanisms
    • B01F35/717Feed mechanisms characterised by the means for feeding the components to the mixer
    • B01F35/7179Feed mechanisms characterised by the means for feeding the components to the mixer using sprayers, nozzles or jets
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F2101/00Mixing characterised by the nature of the mixed materials or by the application field
    • B01F2101/305Treatment of water, waste water or sewage

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention relates to the technical field of domestic sewage treatment and discloses a domestic sewage treatment device and method, wherein the domestic sewage treatment device comprises a sewage conveying canal and a spraying pipeline erected above the sewage conveying canal, a first rolling piece and a second rolling piece are arranged in the sewage conveying canal side by side, the spraying pipeline is positioned between the first rolling piece and the second rolling piece, a rotating plate rotates anticlockwise, the flow velocity difference between upper-layer sewage and lower-layer sewage at the point A is effectively reduced, sediment precipitated in the lower-layer sewage at the point B is upwards billowed and the upper-layer sewage at the middle of the point A to the point B are mixed, the sediment is uniformly mixed with polymer solution sprayed by the spraying pipeline, the uniformity of phosphorus reaction between the polymer solution and the sewage is improved, the treatment efficiency is improved, when the polymer solution is sprayed by the spraying pipeline to the sewage mixed with sediment, the sediment contacts with the sediment in the sewage, the flocculated in the sewage is flocculated by using the sediment particles as carriers, the flocculated particles are increased in weight, and the flocculated particles are more rapidly precipitated in a sedimentation tank, and the sedimentation efficiency is improved.

Description

一种生活污水处理装置及方法Domestic sewage treatment device and method

技术领域Technical Field

本发明涉及生活污水处理技术领域,特别涉及一种生活污水处理装置及方法。The present invention relates to the technical field of domestic sewage treatment, and in particular to a domestic sewage treatment device and method.

背景技术Background Art

在生活污水初步过滤后需要流过一段污水渠道进入到沉淀池内进行凝絮沉淀,在污水流过污水渠道过程中,对流动中的污水内喷入聚合物溶液,与污水中高浓度的磷反应,将磷从液体转变为固体,在污水流动输送过程中,以及与聚合物溶液产生反应,在进入沉淀池内可直接进行沉淀。After the initial filtration of domestic sewage, it needs to flow through a sewage channel and enter the sedimentation tank for flocculation and sedimentation. In the process of sewage flowing through the sewage channel, polymer solution is sprayed into the flowing sewage to react with the high concentration of phosphorus in the sewage, converting the phosphorus from liquid to solid. During the flow and transportation of sewage, it reacts with the polymer solution and can be directly precipitated when entering the sedimentation tank.

由于在污水输送的过程中进行聚合物溶液添加,生活污水经过初步过滤后进入到污水渠道内时,生活污水中会有许多泥沙,在污水渠道内流动时,泥沙受重量影响下沉至污水渠道底端,在生活污水流动过程中,最下层的污水受泥沙以及与污水渠道接触摩擦的影响,导致最上层和最下层的生活污水流速不同,当聚合物溶液喷洒到污水渠道的生活污水内时,先与上层污水接触反应,由于流速差,聚合物溶液无法很好的与下层污水混合,导致污水渠道内输送的污水上层和下层反应不均匀,影响污水处理效果。Since the polymer solution is added during the sewage transportation process, there will be a lot of silt in the domestic sewage when it enters the sewage channel after preliminary filtration. When flowing in the sewage channel, the silt sinks to the bottom of the sewage channel due to weight. During the flow of domestic sewage, the sewage in the bottom layer is affected by the silt and the friction with the sewage channel, resulting in different flow rates of the top and bottom domestic sewage. When the polymer solution is sprayed into the domestic sewage in the sewage channel, it first contacts and reacts with the upper sewage. Due to the difference in flow rate, the polymer solution cannot be well mixed with the lower sewage, resulting in uneven reaction between the upper and lower layers of sewage transported in the sewage channel, affecting the sewage treatment effect.

因此,发明一种生活污水处理装置及方法。Therefore, a domestic sewage treatment device and method are invented.

发明内容Summary of the invention

本发明的目的在于提供一种生活污水处理装置及方法,以解决上述由于流速差,聚合物溶液无法很好的与下层污水混合,导致污水渠道内输送的污水上层和下层反应不均匀,影响污水处理效果的问题。The object of the present invention is to provide a domestic sewage treatment device and method to solve the above-mentioned problem that due to the flow rate difference, the polymer solution cannot be well mixed with the lower sewage, resulting in uneven reaction between the upper and lower layers of the sewage transported in the sewage channel, affecting the sewage treatment effect.

为实现上述目的,本发明提供如下技术方案:一种生活污水处理装置,包括污水输送渠以及架设在污水输送渠上方的喷淋管道,所述污水输送渠内并排设置有第一翻滚件和第二翻滚件,喷淋管道位于第一翻滚件和第二翻滚件之间;To achieve the above object, the present invention provides the following technical solution: a domestic sewage treatment device, comprising a sewage conveying channel and a spray pipe erected above the sewage conveying channel, wherein a first tumbling member and a second tumbling member are arranged side by side in the sewage conveying channel, and the spray pipe is located between the first tumbling member and the second tumbling member;

所述第一翻滚件的动力轴与驱动件连接,第一翻滚件与第二翻滚件的动力轴之间由齿轮传动,驱动件驱动第一翻滚件逆时针旋转,在齿轮传动的作用下,第二翻滚件顺时针旋转;The power shaft of the first rolling member is connected to the driving member, and the power shafts of the first rolling member and the second rolling member are driven by gears. The driving member drives the first rolling member to rotate counterclockwise, and under the action of the gear transmission, the second rolling member rotates clockwise;

第一翻滚件与污水输送渠的安装处为A点,第二翻滚件与污水输送渠的安装处为B点,当生活污水在污水输送渠内流动经过A点时,第一翻滚件逆时针旋转以对污水输送渠中A点处流动的上层污水产生阻力,用于缩小A点处上层污水与下层污水的流速差,第二翻滚件顺时针旋转时对污水输送渠中B点处流动的下层污水产生阻力,用于将B点处下层污水中沉淀的泥沙向上翻涌与A点至B点中间处的上层污水混合;The installation point of the first tumbling member and the sewage conveying channel is point A, and the installation point of the second tumbling member and the sewage conveying channel is point B. When the domestic sewage flows through point A in the sewage conveying channel, the first tumbling member rotates counterclockwise to generate resistance to the upper sewage flowing at point A in the sewage conveying channel, so as to reduce the flow velocity difference between the upper sewage and the lower sewage at point A. When the second tumbling member rotates clockwise, it generates resistance to the lower sewage flowing at point B in the sewage conveying channel, so as to cause the sediment precipitated in the lower sewage at point B to surge upward and mix with the upper sewage between points A and B.

所述第一翻滚件包括与驱动件输出轴连接的翻转轴杆,以及环形阵列安装在翻转轴杆外表面的若干个转板一;The first tumbling member comprises a tumbling shaft connected to the output shaft of the driving member, and a plurality of rotating plates 1 arranged in an annular array on the outer surface of the tumbling shaft;

所述第二翻滚件包括旋转杆以及环形阵列安装在旋转杆外表面的若干个转板二。The second rolling member includes a rotating rod and a plurality of rotating plates 2 which are arranged in a circular array on the outer surface of the rotating rod.

优选的,每个所述转板二上均开设有用于污水流过的穿流槽,且穿流槽为沿转板二的长度方向开设的长槽,每个转板二上均安装有用于将穿流槽封闭的封闭支板。Preferably, each of the two rotating plates is provided with a flow groove for sewage to flow through, and the flow groove is a long groove opened along the length direction of the two rotating plates, and each of the two rotating plates is installed with a closing support plate for closing the flow groove.

优选的,所述穿流槽内阵列安装有若干个导流叶轮,且导流叶轮的叶片为弧形状;Preferably, a plurality of guide vanes are installed in the array in the through-flow groove, and the blades of the guide vanes are arc-shaped;

所述封闭支板两端均垂直延伸连接有移动块,转板二上开设有用于移动块以及封闭支板移动的滑槽。Both ends of the closed support plate are vertically extended and connected with moving blocks, and the rotating plate 2 is provided with a sliding groove for moving the moving block and the closed support plate.

优选的,所述转板二两端内部分别安装有丝杆和限位杆,一个移动块套接在丝杆上,另一个移动块套接在限位杆上。Preferably, a screw rod and a limit rod are respectively installed inside the two ends of the rotating plate, one moving block is sleeved on the screw rod, and the other moving block is sleeved on the limit rod.

优选的,所述污水输送渠内壁上固定有调整盘,调整盘上设置有两个齿口相对的第一弧形齿条和第二弧形齿条,第一弧形齿条和第二弧形齿条同轴错开设置。Preferably, an adjustment plate is fixed on the inner wall of the sewage conveying channel, and a first arc-shaped rack and a second arc-shaped rack with two teeth openings facing each other are arranged on the adjustment plate, and the first arc-shaped rack and the second arc-shaped rack are coaxially staggered.

优选的,所述第二弧形齿条通过弧形延长板与调整盘外壁连接,第一弧形齿条固定在调整盘靠近第二翻滚件一侧的端面。Preferably, the second arc-shaped rack is connected to the outer wall of the adjustment disk through an arc-shaped extension plate, and the first arc-shaped rack is fixed to the end surface of the adjustment disk close to the second tumbling member.

优选的,所述丝杆一端安装有传动齿轮,传动齿轮分别与第一弧形齿条和第二弧形齿条间歇啮合,转板二上开设有用于容纳传动齿轮的凹槽。Preferably, a transmission gear is installed at one end of the screw rod, and the transmission gear is intermittently meshed with the first arc-shaped rack and the second arc-shaped rack respectively, and a groove for accommodating the transmission gear is opened on the second rotating plate.

优选的,所述污水输送渠内壁上固定有驱动盘,驱动盘上开设有凸轮槽,凸轮槽的凸槽朝向污水输送渠底端,凸轮槽的凹槽朝向污水输送渠顶端开口处,封闭支板朝向驱动盘的一端设置有侧轴杆,侧轴杆一端插合设置在凸轮槽内。Preferably, a driving disk is fixed on the inner wall of the sewage conveying channel, and a cam groove is opened on the driving disk. The convex groove of the cam groove faces the bottom end of the sewage conveying channel, and the concave groove of the cam groove faces the top opening of the sewage conveying channel. A side shaft rod is provided at one end of the closed support plate facing the driving disk, and one end of the side shaft rod is inserted into the cam groove.

本发明提供如下技术方案:一种生活污水处理方法,包括以下步骤:The present invention provides the following technical solution: a method for treating domestic sewage, comprising the following steps:

S1:生活污水在污水输送渠内流动过程中先经过A点,在经过A点时,驱动件驱动翻转轴杆以及若干个转板一逆时针旋转,转板一从污水输送渠最底端翻转至上方时对A点处流动的上层污水产生阻力,用于减小上层污水流速;S1: Domestic sewage first passes through point A during its flow in the sewage conveying channel. When passing through point A, the driving member drives the flip shaft and a plurality of rotating plates to rotate counterclockwise. When rotating plate 1 flips from the bottom end of the sewage conveying channel to the top, it generates resistance to the upper sewage flowing at point A, so as to reduce the flow rate of the upper sewage.

S2:翻转轴杆旋转的同时通过齿轮带动旋转杆顺时针旋转,旋转杆带动若干个转板二顺时针旋转,转板二翻转至污水输送渠最底端时对B点处流动的下层污水和泥沙产生阻力,将下层污水和泥沙翻涌到上方与A点至B点之间的上层污水混合;S2: When the turning shaft rotates, the rotating rod is driven to rotate clockwise through the gear, and the rotating rod drives several rotating plates 2 to rotate clockwise. When the rotating plate 2 is turned to the bottom of the sewage conveying channel, it will produce resistance to the lower sewage and sediment flowing at point B, and the lower sewage and sediment will surge to the upper part and mix with the upper sewage between point A and point B;

S3:转板二从横向水平状态旋转至处于竖直状态且其端面朝向污水输送渠上端的过程中,转板二上的封闭支板向靠近旋转杆方向移动将穿流槽打开,翻涌后的污水和泥沙在经过穿流槽时,带动多个导流叶轮旋转,形成小的涡流将污水中的泥沙混匀;S3: When the rotating plate 2 rotates from a horizontal state to a vertical state with its end face facing the upper end of the sewage conveying channel, the closed support plate on the rotating plate 2 moves toward the rotating rod to open the flow slot. When the surging sewage and sediment pass through the flow slot, they drive multiple guide impellers to rotate, forming a small vortex to mix the sediment in the sewage;

S4:在第一翻滚件和第二翻滚件对污水翻涌的同时,喷淋管道上的多个喷洒点持续对A点至B点之间的污水喷洒聚合物溶液,聚合物溶液与翻滚混匀的污水和泥沙混合,与污水中高浓度的磷反应,将磷从液体转变为固体进行絮凝;S4: while the first tumbling part and the second tumbling part are tumbling the sewage, multiple spraying points on the spray pipe continuously spray the polymer solution on the sewage between point A and point B, the polymer solution is mixed with the tumbling and mixed sewage and sediment, reacts with the high concentration of phosphorus in the sewage, and converts the phosphorus from liquid to solid for flocculation;

S5:再由污水输送渠将处理后的污水输送到沉淀池内进行沉淀。S5: The treated sewage is then transported to the sedimentation tank through the sewage transport channel for sedimentation.

本发明的技术效果和优点:Technical effects and advantages of the present invention:

1、本发明的第一翻滚件包括与驱动件输出轴连接的翻转轴杆,以及环形阵列安装在翻转轴杆外表面的若干个转板一,转板一逆时针旋转,在翻转向上时,其旋转方向与上层污水流动方向相反,对上层流动的污水形成阻力,有效减少A点处上层和下层污水的流速差,第二翻滚件顺时针旋转时对污水输送渠中B点处流动的下层污水产生阻力,用于将B点处下层污水中沉淀的泥沙向上翻涌与A点至B点中间处的上层污水混合,与喷淋管道喷洒的聚合物溶液均匀混合,提高聚合物溶液与污水中的磷反应均匀性,提高处理效率。1. The first tumbling member of the present invention comprises a tumbling shaft connected to the output shaft of the driving member, and a plurality of rotating plates 1 installed in a circular array on the outer surface of the tumbling shaft. The rotating plate 1 rotates counterclockwise. When it is turned upward, its rotation direction is opposite to the flow direction of the upper sewage, thereby forming resistance to the sewage flowing in the upper layer, effectively reducing the flow velocity difference between the upper and lower sewage at point A. When the second tumbling member rotates clockwise, it generates resistance to the lower sewage flowing at point B in the sewage conveying channel, and is used to roll up the sediment precipitated in the lower sewage at point B and mix it with the upper sewage between points A and B, and evenly mix it with the polymer solution sprayed from the spray pipe, thereby improving the uniformity of the reaction between the polymer solution and phosphorus in the sewage and improving the treatment efficiency.

2、本发明的每个转板二上均开设有用于污水流过的穿流槽,每个转板二上均安装有用于将穿流槽封闭的封闭支板,穿流槽内阵列安装有若干个导流叶轮,且导流叶轮的叶片为弧形状,当混合着泥沙的污水流过穿流槽时,污水流动与导流叶轮之间产生的阻力用于驱动导流叶轮旋转,对混合着泥沙的污水进行竖向搅拌,确保翻涌到上方的泥沙与污水混合且分散的更为均匀,当喷淋管道对混合着泥沙的污水喷洒聚合物溶液时,与污水中的泥沙接触,使污水中絮凝团以泥沙颗粒为载体进行絮凝,使絮凝后的颗粒重量增加,在进入到沉淀池内更加快速沉淀,提高沉淀效率。2. In the present invention, each rotating plate is provided with a flow groove for sewage to flow through, and each rotating plate is installed with a closing support plate for closing the flow groove. A plurality of guide impellers are installed in an array in the flow groove, and the blades of the guide impeller are arc-shaped. When sewage mixed with sediment flows through the flow groove, the resistance generated between the sewage flow and the guide impeller is used to drive the guide impeller to rotate, and the sewage mixed with sediment is vertically stirred to ensure that the sediment surging to the top is mixed with the sewage and dispersed more evenly. When the spray pipe sprays the polymer solution on the sewage mixed with sediment, it contacts the sediment in the sewage, so that the flocculants in the sewage are flocculated with the sediment particles as carriers, so that the weight of the flocculated particles is increased, and the particles are precipitated more quickly when entering the sedimentation tank, thereby improving the sedimentation efficiency.

3、本发明的封闭支板向远离旋转杆的方向移动,封闭支板将穿流槽封闭,此时转板二持续旋转,当旋转到污水输送渠最底端时,穿流槽封闭,避免污水输送渠最底端待翻涌的泥沙从穿流槽流过,通过封闭支板对穿流槽进行适应性打开和闭合,在有效对泥沙翻涌后对其混合搅拌,提高污水处理效率。3. The closed support plate of the present invention moves in the direction away from the rotating rod, and the closed support plate closes the flow channel. At this time, the rotating plate 2 continues to rotate. When it rotates to the bottom of the sewage conveying channel, the flow channel is closed to prevent the silt to be churned at the bottom of the sewage conveying channel from flowing through the flow channel. The flow channel is adaptively opened and closed by the closed support plate, and the silt is mixed and stirred after being effectively churned, thereby improving the sewage treatment efficiency.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1为本发明实施例一的整体结构示意图;FIG1 is a schematic diagram of the overall structure of Embodiment 1 of the present invention;

图2为本发明的整体结构侧视图;FIG2 is a side view of the overall structure of the present invention;

图3为本发明的第一翻滚件和第二翻滚件结构示意图;FIG3 is a schematic structural diagram of a first tumbling member and a second tumbling member of the present invention;

图4为本发明的第二翻滚件结构示意图;FIG4 is a schematic diagram of the structure of a second rolling member of the present invention;

图5为本发明的第二翻滚件结构侧视图;FIG5 is a side view of the second rolling member structure of the present invention;

图6为本发明图5的A处放大图;FIG6 is an enlarged view of point A in FIG5 of the present invention;

图7为本发明的第二翻滚件与调整盘拆分结构示意图;FIG7 is a schematic diagram of the split structure of the second rolling member and the adjustment plate of the present invention;

图8为本发明的污水输送渠剖面平视图;FIG8 is a cross-sectional plan view of a sewage conveying channel according to the present invention;

图9为本发明实施例二的整体结构示意图;FIG9 is a schematic diagram of the overall structure of Embodiment 2 of the present invention;

图10为本发明实施例二的调整盘与第二翻滚件拆分结构示意图。FIG. 10 is a schematic diagram of the separated structure of the adjustment disk and the second rolling member according to the second embodiment of the present invention.

图中:1、污水输送渠;2、喷淋管道;3、第一翻滚件;31、翻转轴杆;32、转板一;4、第二翻滚件;41、旋转杆;42、转板二;421、丝杆;4211、传动齿轮;43、穿流槽;431、导流叶轮;44、封闭支板;441、移动块;442、侧轴杆;5、调整盘;51、第一弧形齿条;52、第二弧形齿条;6、驱动盘;61、凸轮槽。In the figure: 1, sewage conveying channel; 2, spray pipe; 3, first tumbling member; 31, flip shaft; 32, turn plate one; 4, second tumbling member; 41, rotating rod; 42, turn plate two; 421, screw rod; 4211, transmission gear; 43, flow groove; 431, guide impeller; 44, closed support plate; 441, moving block; 442, side shaft; 5, adjustment plate; 51, first arc-shaped rack; 52, second arc-shaped rack; 6, drive plate; 61, cam groove.

具体实施方式DETAILED DESCRIPTION

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

实施例1,参照图1~图8,为本发明第一个实施例,提供了一种生活污水处理装置,包括污水输送渠1以及架设在污水输送渠1上方的喷淋管道2,污水输送渠1内并排设置有第一翻滚件3和第二翻滚件4,喷淋管道2位于第一翻滚件3和第二翻滚件4之间,喷淋管道2上设置有多个喷头,喷头呈环形状态喷淋,在第一翻滚件3和第二翻滚件4相反旋转时,对第一翻滚件3和第二翻滚件4之间的污水进行翻涌的同时喷头持续对第一翻滚件3和第二翻滚件4之间的污水喷入聚合物溶液,翻涌后的污水与聚合物溶液均匀混合。Embodiment 1, referring to Figures 1 to 8, is the first embodiment of the present invention, which provides a domestic sewage treatment device, including a sewage conveying channel 1 and a spray pipe 2 erected above the sewage conveying channel 1, wherein a first tumbling member 3 and a second tumbling member 4 are arranged side by side in the sewage conveying channel 1, and the spray pipe 2 is located between the first tumbling member 3 and the second tumbling member 4, and a plurality of nozzles are arranged on the spray pipe 2, and the nozzles spray in a ring state, and when the first tumbling member 3 and the second tumbling member 4 rotate in opposite directions, the sewage between the first tumbling member 3 and the second tumbling member 4 is tumbled while the nozzles continue to spray a polymer solution into the sewage between the first tumbling member 3 and the second tumbling member 4, and the tumbling sewage is evenly mixed with the polymer solution.

第一翻滚件3的动力轴与驱动件连接,第一翻滚件3与第二翻滚件4的动力轴之间由齿轮传动,驱动件驱动第一翻滚件3逆时针旋转,在齿轮传动的作用下,第二翻滚件4顺时针旋转,第一翻滚件3与污水输送渠1的安装处为A点,第二翻滚件4与污水输送渠1的安装处为B点,当生活污水在污水输送渠1内流动经过A点时,第一翻滚件3逆时针旋转以对污水输送渠1中A点处流动的上层污水产生阻力,用于缩小A点处上层污水与下层污水的流速差,第二翻滚件4顺时针旋转时对污水输送渠1中B点处流动的下层污水产生阻力,用于将B点处下层污水中沉淀的泥沙向上翻涌与A点至B点中间处的上层污水混合,与喷淋管道2喷洒的聚合物溶液均匀混合,提高聚合物溶液与污水中的磷反应均匀性,提高处理效率。The power shaft of the first tumbling member 3 is connected to the driving member, and the power shafts of the first tumbling member 3 and the second tumbling member 4 are driven by gears. The driving member drives the first tumbling member 3 to rotate counterclockwise. Under the action of the gear transmission, the second tumbling member 4 rotates clockwise. The installation position of the first tumbling member 3 and the sewage conveying channel 1 is point A, and the installation position of the second tumbling member 4 and the sewage conveying channel 1 is point B. When the domestic sewage flows through point A in the sewage conveying channel 1, the first tumbling member 3 rotates counterclockwise to generate resistance to the upper sewage flowing at point A in the sewage conveying channel 1, so as to reduce the flow velocity difference between the upper sewage and the lower sewage at point A. When the second tumbling member 4 rotates clockwise, it generates resistance to the lower sewage flowing at point B in the sewage conveying channel 1, so as to roll up the sediment precipitated in the lower sewage at point B and mix it with the upper sewage between points A and B, and evenly mix it with the polymer solution sprayed by the spray pipe 2, so as to improve the uniformity of the reaction between the polymer solution and phosphorus in the sewage and improve the treatment efficiency.

第一翻滚件3包括与驱动件输出轴连接的翻转轴杆31,以及环形阵列安装在翻转轴杆31外表面的若干个转板一32,转板一32逆时针旋转,在翻转向上时,其旋转方向与上层污水流动方向相反,对上层流动的污水形成阻力,有效减少A点处上层和下层污水的流速差。The first tumbling member 3 includes a flip shaft 31 connected to the output shaft of the driving member, and a plurality of rotating plates 32 installed in a circular array on the outer surface of the flip shaft 31. The rotating plate 32 rotates counterclockwise. When flipped upward, its rotation direction is opposite to the flow direction of the upper sewage, thereby forming resistance to the sewage flowing in the upper layer, and effectively reducing the flow velocity difference between the upper and lower sewage at point A.

第二翻滚件4包括旋转杆41以及环形阵列安装在旋转杆41外表面的若干个转板二42,旋转杆41顺时针旋转,旋转杆41带动若干个转板二42顺时针旋转,转板二42翻转至污水输送渠1最底端时对B点处流动的下层污水和泥沙产生阻力,将下层污水和泥沙翻涌到上方与A点至B点之间的上层污水混合。The second tumbling member 4 includes a rotating rod 41 and a plurality of rotating plates 42 installed in a circular array on the outer surface of the rotating rod 41. The rotating rod 41 rotates clockwise, and the rotating rod 41 drives the plurality of rotating plates 42 to rotate clockwise. When the rotating plates 42 flip to the bottom of the sewage conveying channel 1, resistance is generated to the lower sewage and silt flowing at point B, and the lower sewage and silt are flipped upward to mix with the upper sewage between point A and point B.

每个转板二42上均开设有用于污水流过的穿流槽43,且穿流槽43为沿转板二42的长度方向开设的长槽,每个转板二42上均安装有用于将穿流槽43封闭的封闭支板44,穿流槽43内阵列安装有若干个导流叶轮431,且导流叶轮431的叶片为弧形状,当混合着泥沙的污水流过穿流槽43时,污水流动与导流叶轮431之间产生的阻力用于驱动导流叶轮431旋转,对混合着泥沙的污水进行竖向搅拌,确保翻涌到上方的泥沙与污水混合且分散的更为均匀,当喷淋管道2对混合着泥沙的污水喷洒聚合物溶液时,与污水中的泥沙接触,使污水中絮凝团以泥沙颗粒为载体进行絮凝,使絮凝后的颗粒重量增加,在进入到沉淀池内更加快速沉淀,提高沉淀效率。Each rotating plate 42 is provided with a flow groove 43 for sewage to flow through, and the flow groove 43 is a long groove provided along the length direction of the rotating plate 42, and each rotating plate 42 is installed with a closing support plate 44 for closing the flow groove 43, and a plurality of guide impellers 431 are installed in an array in the flow groove 43, and the blades of the guide impellers 431 are arc-shaped. When sewage mixed with sediment flows through the flow groove 43, the resistance generated between the sewage flow and the guide impellers 431 is used to drive the guide impellers 431 to rotate, and the sewage mixed with sediment is vertically stirred to ensure that the sediment surging to the top is mixed with the sewage and dispersed more evenly. When the spray pipe 2 sprays the polymer solution on the sewage mixed with sediment, it contacts the sediment in the sewage, so that the flocculants in the sewage are flocculated with the sediment particles as carriers, so that the weight of the flocculated particles is increased, and the particles are precipitated more quickly when entering the sedimentation tank, thereby improving the sedimentation efficiency.

转板二42两端内部分别安装有丝杆421和限位杆,封闭支板44两端均垂直延伸连接有移动块441,一个移动块441套接在丝杆421上,另一个移动块441套接在限位杆上,污水输送渠1内壁上固定有调整盘5,调整盘5上设置有两个齿口相对的第一弧形齿条51和第二弧形齿条52,第一弧形齿条51和第二弧形齿条52同轴错开设置,第二弧形齿条52通过弧形延长板与调整盘5外壁连接,第一弧形齿条51固定在调整盘5靠近第二翻滚件4一侧的端面,丝杆421一端安装有传动齿轮4211,传动齿轮4211分别与第一弧形齿条51和第二弧形齿条52间歇啮合,转板二42上开设有用于移动块441以及封闭支板44移动的滑槽,转板二42上开设有用于容纳传动齿轮4211的凹槽,当转板二42移动至第一弧形齿条51一端处,此时转板二42上的封闭支板44处于将穿流槽43封闭的状态,当转板二42旋转经过第一弧形齿条51后,传动齿轮4211与第一弧形齿条51啮合,并带动传动齿轮4211以及丝杆421逆时针旋转,驱动移动块441以及封闭支板44向靠近旋转杆41的方向移动,使封闭支板44将穿流槽43打开,用于翻涌后的污水和泥沙经过穿流槽43,便于驱动多个导流叶轮431旋转对污水和泥沙搅拌的更为均匀,当转板二42旋转经过第二弧形齿条52后,在此过程中,传动齿轮4211与第二弧形齿条52啮合,并带动传动齿轮4211以及丝杆421顺时针旋转,驱动移动块441以及封闭支板44向远离旋转杆41的方向移动,封闭支板44将穿流槽43封闭,此时转板二42持续旋转,当旋转到污水输送渠1最底端时,穿流槽43封闭,避免污水输送渠1最底端待翻涌的泥沙从穿流槽43流过,通过封闭支板44对穿流槽43进行适应性打开和闭合,在有效对泥沙翻涌后对其混合搅拌,提高污水处理效率,为了使封闭支板44移动过程更为流畅,本方案中的调整盘5以及第一弧形齿条51和第二弧形齿条52可设备有两个,对称设置在污水输送渠1内壁上,且转板二42做适应性调整。A screw rod 421 and a limit rod are installed inside the two ends of the rotating plate 42 respectively, and a moving block 441 is vertically extended and connected to the two ends of the closed support plate 44. One moving block 441 is sleeved on the screw rod 421, and the other moving block 441 is sleeved on the limit rod. An adjustment disk 5 is fixed on the inner wall of the sewage conveying channel 1. The adjustment disk 5 is provided with a first arc-shaped rack 51 and a second arc-shaped rack 52 with two teeth opposite to each other. The first arc-shaped rack 51 and the second arc-shaped rack 52 are coaxially staggered. The second arc-shaped rack 52 is connected to the outer wall of the adjustment disk 5 through an arc-shaped extension plate. The first arc-shaped rack 51 is fixed to the end of the adjustment disk 5 close to the second tumbling member 4. A transmission gear 4211 is installed at one end of the screw rod 421, and the transmission gear 4211 is intermittently meshed with the first arc-shaped rack 51 and the second arc-shaped rack 52 respectively. A sliding groove for moving the moving block 441 and the closed support plate 44 is opened on the rotating plate 42, and a groove for accommodating the transmission gear 4211 is opened on the rotating plate 42. When the rotating plate 42 moves to one end of the first arc-shaped rack 51, the closed support plate 44 on the rotating plate 42 is in a state of closing the flow groove 43. When the rotating plate 42 rotates through the first arc-shaped rack 51, the transmission gear 4211 meshes with the first arc-shaped rack 51 and drives the transmission gear 4 211 and the screw rod 421 rotate counterclockwise, driving the moving block 441 and the closed support plate 44 to move in the direction close to the rotating rod 41, so that the closed support plate 44 opens the through-flow groove 43, allowing the sewage and silt after surging to pass through the through-flow groove 43, so as to drive the multiple guide impellers 431 to rotate to stir the sewage and silt more evenly. When the rotating plate 42 rotates and passes through the second arc-shaped rack 52, during this process, the transmission gear 4211 meshes with the second arc-shaped rack 52, and drives the transmission gear 4211 and the screw rod 421 to rotate clockwise, driving the moving block 441 and the closed support plate 44 to move in the direction away from the rotating rod 41. The closed support plate 44 closes the flow groove 43. At this time, the rotating plate 2 42 continues to rotate. When it rotates to the bottom of the sewage conveying channel 1, the flow groove 43 is closed to prevent the silt to be churned at the bottom of the sewage conveying channel 1 from flowing through the flow groove 43. The flow groove 43 is adaptively opened and closed by the closed support plate 44. After the silt is effectively churned, it is mixed and stirred to improve the sewage treatment efficiency. In order to make the movement process of the closed support plate 44 smoother, the adjustment plate 5 and the first arc-shaped rack 51 and the second arc-shaped rack 52 in this solution can be equipped with two, which are symmetrically arranged on the inner wall of the sewage conveying channel 1, and the rotating plate 2 42 is adaptively adjusted.

参照图1~图8,提供了一种生活污水处理方法,包括以下步骤:1 to 8, a method for treating domestic sewage is provided, comprising the following steps:

S1:生活污水在污水输送渠1内流动过程中先经过A点,在经过A点时,驱动件驱动翻转轴杆31以及若干个转板一32逆时针旋转,转板一32从污水输送渠1最底端翻转至上方时对A点处流动的上层污水产生阻力,用于减小上层污水流速;S1: Domestic sewage first passes through point A during its flow in the sewage conveying channel 1. When passing through point A, the driving member drives the flip shaft 31 and a plurality of rotating plates 32 to rotate counterclockwise. When the rotating plates 32 flip from the bottom end of the sewage conveying channel 1 to the top, resistance is generated to the upper sewage flowing at point A, so as to reduce the flow rate of the upper sewage.

S2:翻转轴杆31旋转的同时通过齿轮带动旋转杆41顺时针旋转,旋转杆41带动若干个转板二42顺时针旋转,转板二42翻转至污水输送渠1最底端时对B点处流动的下层污水和泥沙产生阻力,将下层污水和泥沙翻涌到上方与A点至B点之间的上层污水混合;S2: The turning shaft 31 rotates and drives the rotating rod 41 to rotate clockwise through the gears. The rotating rod 41 drives a plurality of rotating plates 42 to rotate clockwise. When the rotating plates 42 are turned to the bottom of the sewage conveying channel 1, resistance is generated to the lower sewage and silt flowing at point B, and the lower sewage and silt are turned up to mix with the upper sewage between point A and point B.

S3:转板二42从横向水平状态旋转至处于竖直状态且其端面朝向污水输送渠1上端的过程中,转板二42上的封闭支板44向靠近旋转杆41方向移动将穿流槽43打开,翻涌后的污水和泥沙在经过穿流槽43时,带动多个导流叶轮431旋转,形成小的涡流景污水中的泥沙混匀;S3: When the rotating plate 42 rotates from a horizontal state to a vertical state with its end face facing the upper end of the sewage conveying channel 1, the closed support plate 44 on the rotating plate 42 moves toward the rotating rod 41 to open the flow groove 43. When the surging sewage and sediment pass through the flow groove 43, the multiple guide impellers 431 are driven to rotate, forming a small vortex scene to mix the sediment in the sewage;

S4:当转板二42移动至第一弧形齿条51一端处,此时转板二42上的封闭支板44处于将穿流槽43封闭的状态,当转板二42旋转经过第一弧形齿条51后,传动齿轮4211与第一弧形齿条51啮合,并带动传动齿轮4211以及丝杆421逆时针旋转,驱动移动块441以及封闭支板44向靠近旋转杆41的方向移动,使封闭支板44将穿流槽43打开,用于翻涌后的污水和泥沙经过穿流槽43;S4: When the second rotating plate 42 moves to one end of the first arc-shaped rack 51, the closed support plate 44 on the second rotating plate 42 is in a state of closing the flow groove 43. When the second rotating plate 42 rotates past the first arc-shaped rack 51, the transmission gear 4211 meshes with the first arc-shaped rack 51, and drives the transmission gear 4211 and the screw rod 421 to rotate counterclockwise, driving the moving block 441 and the closed support plate 44 to move toward the direction close to the rotating rod 41, so that the closed support plate 44 opens the flow groove 43, allowing the turbulent sewage and sediment to pass through the flow groove 43;

S5:当转板二42旋转经过第二弧形齿条52后,在此过程中,传动齿轮4211与第二弧形齿条52啮合,并带动传动齿轮4211以及丝杆421顺时针旋转,驱动移动块441以及封闭支板44向远离旋转杆41的方向移动,封闭支板44将穿流槽43封闭,此时转板二42持续旋转,当旋转到污水输送渠1最底端时,穿流槽43封闭,避免污水输送渠1最底端待翻涌的泥沙从穿流槽43流过;S5: When the second rotating plate 42 rotates past the second arc-shaped rack 52, during this process, the transmission gear 4211 meshes with the second arc-shaped rack 52, and drives the transmission gear 4211 and the screw rod 421 to rotate clockwise, driving the moving block 441 and the closed support plate 44 to move away from the rotating rod 41, and the closed support plate 44 closes the flow groove 43. At this time, the second rotating plate 42 continues to rotate. When it rotates to the bottom of the sewage conveying channel 1, the flow groove 43 is closed to prevent the sediment to be turned over at the bottom of the sewage conveying channel 1 from flowing through the flow groove 43;

S6:在第一翻滚件3和第二翻滚件4对污水翻涌的同时,喷淋管道2上的多个喷洒点持续对A点至B点之间的污水喷洒聚合物溶液,聚合物溶液与翻滚混匀的污水和泥沙混合,与污水中高浓度的磷反应,将磷从液体转变为固体进行絮凝;S6: while the first tumbling member 3 and the second tumbling member 4 are tumbling the sewage, the multiple spraying points on the spray pipe 2 continuously spray the polymer solution on the sewage between point A and point B. The polymer solution is mixed with the tumbling and mixed sewage and sediment, and reacts with the high concentration of phosphorus in the sewage to convert the phosphorus from liquid to solid for flocculation;

S7:再由污水输送渠1将处理后的污水输送到沉淀池内进行沉淀。S7: The treated sewage is then transported to a sedimentation tank through the sewage transport channel 1 for sedimentation.

实施例2,参照图9和图10,为本发明的第二个实施例,该实施例不同于第一个实施例的是:本方案还提供另一种用于驱动封闭支板44移动的结构,包括固定在污水输送渠1内壁上的驱动盘6,驱动盘6上开设有凸轮槽61,凸轮槽61的凸槽朝向污水输送渠1底端,凸轮槽61的凹槽朝向污水输送渠1顶端开口处,转板二42两侧开设有用于封闭支板44滑动安装的限位槽,封闭支板44朝向驱动盘6的一端设置有侧轴杆442,侧轴杆442一端插合设置在凸轮槽61内,第二翻滚件4旋转,当转板二42旋转至水平状态且靠近A点处时,侧轴杆442旋转至凸轮槽61的凸槽与凹槽衔接处,当转板二42持续旋转,侧轴杆442沿着凸轮槽61从凸槽移动到凹槽时,拉动封闭支板44沿转板二42向靠近旋转杆41方向移动,使穿流槽43打开,且侧轴杆442在凸轮槽61凹槽处旋转的过程中穿流槽43一直处于打开的状态,当转板二42旋转至远离A点且处于水平状态时,侧轴杆442旋转至凸轮槽61的凹槽与凸槽衔接处,转板二42持续旋转,侧轴杆442沿着凸轮槽61从凹槽移动到凸槽时,拉动封闭支板44沿转板二42向远离旋转杆41方向移动,封闭支板44对穿流槽43封闭,侧轴杆442在凸轮槽61凸槽处旋转的过程中穿流槽43一直处于封闭的状态。Embodiment 2, referring to FIGS. 9 and 10 , is a second embodiment of the present invention, which is different from the first embodiment in that the present invention further provides another structure for driving the movement of the closed support plate 44, including a driving plate 6 fixed on the inner wall of the sewage conveying channel 1, a cam groove 61 being provided on the driving plate 6, the convex groove of the cam groove 61 being directed toward the bottom end of the sewage conveying channel 1, the concave groove of the cam groove 61 being directed toward the top opening of the sewage conveying channel 1, limiting grooves for the sliding installation of the closed support plate 44 being provided on both sides of the rotating plate 42, a side shaft rod 442 being provided at one end of the closed support plate 44 facing the driving plate 6, one end of the side shaft rod 442 being inserted and arranged in the cam groove 61, the second rolling member 4 rotates, and when the rotating plate 42 rotates to a horizontal state and close to point A, the side shaft rod 442 rotates until the convex groove of the cam groove 61 is engaged with the concave groove. When the rotating plate 42 continues to rotate and the side shaft 442 moves from the convex groove to the concave groove along the cam groove 61, the closed support plate 44 is pulled to move along the rotating plate 42 toward the rotating rod 41, so that the through-flow groove 43 is opened, and the through-flow groove 43 is always in an open state during the rotation of the side shaft 442 at the concave groove of the cam groove 61. When the rotating plate 42 rotates to away from point A and is in a horizontal state, the side shaft 442 rotates to the junction of the concave groove and the convex groove of the cam groove 61, and the rotating plate 42 continues to rotate, and the side shaft 442 moves from the concave groove to the convex groove along the cam groove 61, the closed support plate 44 is pulled to move along the rotating plate 42 away from the rotating rod 41, and the closed support plate 44 closes the through-flow groove 43. During the rotation of the side shaft 442 at the convex groove of the cam groove 61, the through-flow groove 43 is always in a closed state.

最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, it is still possible for those skilled in the art to modify the technical solutions described in the aforementioned embodiments or to make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims (9)

1. The utility model provides a domestic sewage treatment device, includes sewage delivery canal (1) and erects spray pipe (2) in sewage delivery canal (1) top, its characterized in that: a first rolling piece (3) and a second rolling piece (4) are arranged in the sewage conveying channel (1) side by side, and the spraying pipeline (2) is positioned between the first rolling piece (3) and the second rolling piece (4);
The power shaft of the first rolling piece (3) is connected with the driving piece, the power shafts of the first rolling piece (3) and the second rolling piece (4) are driven by a gear, the driving piece drives the first rolling piece (3) to rotate anticlockwise, and the second rolling piece (4) rotates clockwise under the action of the gear;
The installation position of the first rolling piece (3) and the sewage conveying channel (1) is the point A, the installation position of the second rolling piece (4) and the sewage conveying channel (1) is the point B, when domestic sewage flows in the sewage conveying channel (1) and passes through the point A, the first rolling piece (3) rotates anticlockwise to generate resistance to upper sewage flowing in the point A in the sewage conveying channel (1) and is used for reducing the flow velocity difference between the upper sewage and the lower sewage in the point A, and the second rolling piece (4) rotates clockwise to generate resistance to lower sewage flowing in the point B in the sewage conveying channel (1) and is used for mixing sediment precipitated in the lower sewage in the point B with the upper sewage in the middle of the point A to the point B;
The first rolling piece (3) comprises a turning shaft lever (31) connected with the output shaft of the driving piece, and a plurality of turning plates I (32) which are annularly arranged on the outer surface of the turning shaft lever (31);
The second rolling piece (4) comprises a rotary rod (41) and a plurality of rotary plates II (42) which are arranged on the outer surface of the rotary rod (41) in an annular array.
2. The domestic sewage treatment apparatus according to claim 1, wherein: and each rotating plate II (42) is provided with a flow through groove (43) for sewage to flow through, the flow through grooves (43) are long grooves formed in the length direction of the rotating plate II (42), and each rotating plate II (42) is provided with a sealing support plate (44) for sealing the flow through grooves (43).
3. The domestic sewage treatment apparatus according to claim 2, wherein: a plurality of guide impellers (431) are arranged in the through flow groove (43) in an array mode, and blades of the guide impellers (431) are arc-shaped;
The two ends of the sealing support plate (44) are vertically connected with moving blocks (441) in an extending mode, and sliding grooves used for moving the moving blocks (441) and the sealing support plate (44) are formed in the second rotating plate (42).
4. A domestic sewage treatment apparatus according to claim 3, wherein: screw rods (421) and limiting rods are respectively arranged in two ends of the rotating plate II (42), one moving block (441) is sleeved on the screw rods (421), and the other moving block (441) is sleeved on the limiting rods.
5. The domestic sewage treatment apparatus according to claim 4, wherein: an adjusting disc (5) is fixed on the inner wall of the sewage conveying channel (1), a first arc-shaped rack (51) and a second arc-shaped rack (52) with two opposite tooth openings are arranged on the adjusting disc (5), and the first arc-shaped rack (51) and the second arc-shaped rack (52) are coaxially staggered.
6. The domestic sewage treatment apparatus according to claim 5, wherein: the second arc-shaped rack (52) is connected with the outer wall of the adjusting disc (5) through an arc-shaped extension plate, and the first arc-shaped rack (51) is fixed on the end face of one side, close to the second rolling piece (4), of the adjusting disc (5).
7. The domestic sewage treatment apparatus according to claim 6, wherein: one end of the screw rod (421) is provided with a transmission gear (4211), the transmission gear (4211) is respectively meshed with the first arc-shaped rack (51) and the second arc-shaped rack (52) in an intermittent mode, and a groove for accommodating the transmission gear (4211) is formed in the second rotating plate (42).
8. A domestic sewage treatment apparatus according to claim 3, wherein: a driving disc (6) is fixed on the inner wall of the sewage conveying channel (1), a cam groove (61) is formed in the driving disc (6), a convex groove of the cam groove (61) faces towards the bottom end of the sewage conveying channel (1), a concave groove of the cam groove (61) faces towards the top end opening of the sewage conveying channel (1), a side shaft lever (442) is arranged at one end, facing the driving disc (6), of the sealing support plate (44), and one end of the side shaft lever (442) is inserted and arranged in the cam groove (61).
9. A domestic sewage treatment method applied to the domestic sewage treatment apparatus of claim 7, characterized by comprising the steps of:
S1: the domestic sewage passes through the point A in the flowing process of the sewage conveying channel (1), when passing through the point A, the driving piece drives the overturning shaft rod (31) and the rotating plates I (32) to rotate anticlockwise, and the rotating plates I (32) generate resistance to the upper sewage flowing at the point A when overturning from the bottommost end of the sewage conveying channel (1) to the upper part, so that the flow rate of the upper sewage is reduced;
S2: the turnover shaft lever (31) rotates and drives the rotary rod (41) to rotate clockwise through a gear, the rotary rod (41) drives the rotary plates II (42) to rotate clockwise, resistance is generated to lower sewage and sediment flowing at the point B when the rotary plates II (42) turn to the bottommost end of the sewage conveying channel (1), and the lower sewage and sediment are turned over to be mixed with upper sewage between the point A and the point B;
S3: in the process that the rotating plate II (42) rotates from a horizontal state to a vertical state and the end face of the rotating plate II faces the upper end of the sewage conveying channel (1), the sealing support plate (44) on the rotating plate II (42) moves to the direction close to the rotating rod (41) to open the through-flow groove (43), and when the sewage and sediment after the billowing pass through the through-flow groove (43), the plurality of guide impellers (431) are driven to rotate to form small vortex flows to uniformly mix the sediment in the sewage;
s4: while the first rolling piece (3) and the second rolling piece (4) are used for flushing sewage, a plurality of spraying points on the spraying pipeline (2) are used for continuously spraying polymer solution on the sewage between the point A and the point B, the polymer solution is mixed with the sewage and sediment which are uniformly mixed in a rolling way, and the polymer solution reacts with high-concentration phosphorus in the sewage to convert the phosphorus from liquid into solid for flocculation;
s5: and then the treated sewage is conveyed into a sedimentation tank for sedimentation by a sewage conveying channel (1).
CN202411284607.7A 2024-09-13 2024-09-13 Domestic sewage treatment device and method Active CN118791105B (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1235948A (en) * 1968-03-29 1971-06-16 Ecodyne Corp Sewage treatment system
KR101544546B1 (en) * 2015-03-31 2015-08-21 주식회사 케이디 Hybrid simple sewage treatment method and apparatus having high-speed sedimentation and floatation
KR102034148B1 (en) * 2019-06-10 2019-10-18 효림산업주식회사 Deep-bed Sludge collector including coagulation & concentration and high turbidity wastewater treatment system containing the same
CN114618382A (en) * 2022-04-06 2022-06-14 安徽凯泽新材料有限公司 High-efficient stirring transmission of polymeric kettle
CN218620476U (en) * 2022-10-13 2023-03-14 武汉正元环境科技股份有限公司 Sewage purification treatment system
WO2023130302A1 (en) * 2022-01-06 2023-07-13 广州工商学院 Decolorization device applied to treatment of high-chroma wastewater
CN116813053A (en) * 2023-08-04 2023-09-29 上海材一科技有限公司 Concrete sewage flocculation precipitation equipment and sewage sedimentation tank

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1235948A (en) * 1968-03-29 1971-06-16 Ecodyne Corp Sewage treatment system
KR101544546B1 (en) * 2015-03-31 2015-08-21 주식회사 케이디 Hybrid simple sewage treatment method and apparatus having high-speed sedimentation and floatation
KR102034148B1 (en) * 2019-06-10 2019-10-18 효림산업주식회사 Deep-bed Sludge collector including coagulation & concentration and high turbidity wastewater treatment system containing the same
WO2023130302A1 (en) * 2022-01-06 2023-07-13 广州工商学院 Decolorization device applied to treatment of high-chroma wastewater
CN114618382A (en) * 2022-04-06 2022-06-14 安徽凯泽新材料有限公司 High-efficient stirring transmission of polymeric kettle
CN218620476U (en) * 2022-10-13 2023-03-14 武汉正元环境科技股份有限公司 Sewage purification treatment system
CN116813053A (en) * 2023-08-04 2023-09-29 上海材一科技有限公司 Concrete sewage flocculation precipitation equipment and sewage sedimentation tank

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