CN101759342A - Sludge vacuum subcharge combined compressing and dewatering device - Google Patents

Sludge vacuum subcharge combined compressing and dewatering device Download PDF

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CN101759342A
CN101759342A CN200910260811A CN200910260811A CN101759342A CN 101759342 A CN101759342 A CN 101759342A CN 200910260811 A CN200910260811 A CN 200910260811A CN 200910260811 A CN200910260811 A CN 200910260811A CN 101759342 A CN101759342 A CN 101759342A
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compression
sludge
tank
vacuum
geomembrane
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常方强
涂帆
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Huaqiao University
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Huaqiao University
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Abstract

The present invention discloses a sludge vacuum subcharge combined compression and dewatering device. The device comprises a compression tank, a framework, a vacuum device and a sewage buffer tank, wherein sludge is compressed in the compression tank, and a drain pipe communicated to the sewage buffer tank is arranged on the inner bottom of the tank; the framework is arranged in the compression tank, the vacuum device connected with the sewage buffer tank is arranged outside the compression tank, and the vacuum device comprises a geomembrane and a vacuum pump. The compression tank is closed by the geomembrane, the compression tank is vacuumized by the vacuum pump to produce negative pressure under the geomembrane, and water in the sludge in the compression tank is sucked out, led to the sewage buffer tank and discharged. The use of the dewatering device can largely shorten the dewatering period of the sludge and achieve the purposes of low investment and high efficiency.

Description

污泥真空堆载联合压缩脱水装置 Sludge vacuum loading combined compression dehydration device

技术领域technical field

本发明是一种污泥处理的设备,具体是指一种用于污泥脱水的污泥真空堆载联合压缩脱水装置。The invention relates to sludge treatment equipment, in particular to a sludge vacuum loading combined compression dehydration device for sludge dewatering.

背景技术Background technique

随着我国经济建设的飞速发展,污水排放量和污泥产量急剧增加。污泥含水量大,进行无害化处置前必须进行脱水。目前已有的污泥脱水设备,包括挤压、离心和加热型设备等,不仅设备昂贵结构复杂,运行期间还需消耗大量能源,经济成本高,而且处理效率不是很高,单次处理量少,难以进行大规模处理。With the rapid development of my country's economic construction, sewage discharge and sludge production have increased dramatically. Sludge has a high water content and must be dehydrated before it can be disposed of innocuously. The existing sludge dewatering equipment, including extrusion, centrifugal and heating equipment, is not only expensive and complex in structure, but also consumes a lot of energy during operation, resulting in high economic costs, and the treatment efficiency is not very high, and the single treatment volume is small , which is difficult to handle on a large scale.

发明内容Contents of the invention

本发明的目的在于提供了一种新型的、经济有效的污泥真空堆载联合压缩脱水装置,可实现较大规模的污泥脱水处理,为后续的污泥处置和利用提供先行条件。The purpose of the present invention is to provide a novel, economical and effective sludge vacuum loading combined compression dehydration device, which can realize large-scale sludge dehydration treatment and provide prerequisites for subsequent sludge disposal and utilization.

为实现上述目的,本发明的技术方案是:一种污泥真空堆载联合压缩脱水装置,其包括有压缩池、框架、真空装置及污水缓冲罐;其中,In order to achieve the above object, the technical solution of the present invention is: a sludge vacuum loading combined compression dehydration device, which includes a compression pool, a frame, a vacuum device and a sewage buffer tank; wherein,

所述压缩池提供污泥压缩场所,其池内底部布设有排水管路并连通至位于所述压缩池外的所述污水缓冲罐;所述框架置于该压缩池中,所述真空装置位于所述压缩池外,包括土工膜和真空泵,该真空泵与该污水缓冲罐相连通,令该土工膜封闭压缩池,藉由该真空泵抽真空造成土工膜下产生负压,使压缩池内污泥中的水分被吸出并引入该污水缓冲罐。The compression pool provides a place for sludge compression, and the bottom of the pool is equipped with drainage pipelines and connected to the sewage buffer tank outside the compression pool; the frame is placed in the compression pool, and the vacuum device is located in the compression pool. Outside the compression tank, it includes a geomembrane and a vacuum pump. The vacuum pump communicates with the sewage buffer tank so that the geomembrane can close the compression tank. The vacuum pump will cause negative pressure under the geomembrane to make the sludge in the compression tank Moisture is sucked out and introduced into the sewage buffer tank.

所述压缩池由钢筋混凝土筑成。The compression pool is made of reinforced concrete.

所述压缩池的底部铺设有滤层,该滤层是由碎石垫层、土工格栅及无纺布构成。A filter layer is laid on the bottom of the compression pool, and the filter layer is composed of gravel cushion, geogrid and non-woven fabric.

所述框架是采用钢筋焊接而成,其内侧固定一层带滤膜的土工网,并框架顶角设有吊环。The frame is welded by steel bars, a layer of geonet with filter membrane is fixed on the inner side, and suspension rings are provided at the top corners of the frame.

一堆载装置可置土工膜上,以进一步压缩污泥排出水份。A stacking device can be placed on the geomembrane to further compress the sludge and discharge water.

所述堆载装置是由加载板和混凝土块组成。The stacking device is composed of a loading plate and concrete blocks.

所述污水缓冲罐的底部设有排水阀。The bottom of the sewage buffer tank is provided with a drain valve.

采用上述方案,本发明具有浓缩污泥的作用,充分利用真空泵形成的真空负压和堆载装置提供的压力,使土工膜下的污泥得以压缩,令污泥中的水分通过滤层进入压缩池内的排水管路,并引入污水缓冲罐中,采用该装置可大大缩短污泥脱水周期,效率高,能源消耗少,处理量大,解决了常规污泥脱水方法投资大、时间长和占地面积大的问题,为污泥的处置提供了一种新的途径。By adopting the above scheme, the present invention has the function of concentrating sludge, making full use of the vacuum negative pressure formed by the vacuum pump and the pressure provided by the stacking device, so that the sludge under the geomembrane can be compressed, and the moisture in the sludge can enter the compression layer through the filter layer. The drainage pipeline in the pool is introduced into the sewage buffer tank. The use of this device can greatly shorten the sludge dewatering cycle, with high efficiency, low energy consumption, and large processing capacity, which solves the problem of large investment, long time and land occupation of conventional sludge dehydration methods. The problem of large area provides a new way for sludge disposal.

附图说明Description of drawings

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

具体实施方式Detailed ways

如图1所示,为本发明的污泥真空堆载联合压缩脱水装置的较佳实施例,是由压缩池1、滤层2、框架3、真空装置4、污水缓冲罐5及堆载装置6组成;其中,As shown in Figure 1, it is a preferred embodiment of the sludge vacuum loading combined compression dehydration device of the present invention, which is composed of a compression pool 1, a filter layer 2, a frame 3, a vacuum device 4, a sewage buffer tank 5 and a loading device 6 composition; among them,

该压缩池1由钢筋混凝土筑成,提供污泥压缩场所,于池内底部布设有排水管路11,排水管路11连通至压缩池1外部的污水缓冲罐5;该滤层2由碎石垫层21、土工格栅22及无纺布23构成并依序铺设于压缩池1的底部,令碎石垫层21位于最底层,铺设厚度为20cm,并取碎石直径为3-6cm,而该土工格栅22铺设于该碎石垫层21上,用以均衡应力防止不均匀沉降,上方则铺设无纺布23,污水经此滤层2过滤后再流入压缩池1的排水管路11中;该框架3置于压缩池1中用于盛装污泥,是采用钢筋焊接而成,间隔孔洞为10cm,在框架3的内侧固定一层带滤膜的土工网31,用以反滤,土工网31包括固定于框架3的内侧面的容腔部311和盖设于容腔部311顶部的盖部312,框架的顶角设有吊环32,方便起吊设备吊起框架3;该真空装置4包括土工膜41和真空泵42,土工膜41封闭压缩池1,启动真空泵42抽真空令土工膜下产生负压,使污泥中的水被吸出经排水管路11引入至污水缓冲罐5内,真空泵42设于污泥压缩池1外,该污水缓冲罐5通过排水管路12与真空泵42相连接,污水缓冲罐5为圆柱形铁筒,底部设有排水阀用以排出污水;堆载装置6由加载板61和叠在加载板61上方的混凝土块62组成,是待压缩池1中的污泥达到一定固结度时,在土工膜41上放置堆载装置6,以进一步压缩污泥排出水份,达到最佳脱水效果。The compression tank 1 is made of reinforced concrete to provide a place for sludge compression, and a drainage pipeline 11 is arranged at the bottom of the tank, and the drainage pipeline 11 is connected to the sewage buffer tank 5 outside the compression tank 1; the filter layer 2 is formed by a gravel pad Layer 21, geogrid 22 and non-woven fabric 23 are formed and laid on the bottom of the compression pool 1 in order, so that the crushed stone cushion 21 is located at the bottom layer, the laying thickness is 20cm, and the diameter of the crushed stone is 3-6cm, and The geogrid 22 is laid on the gravel cushion 21 to balance the stress and prevent uneven settlement, and the non-woven fabric 23 is laid on the top, and the sewage is filtered by the filter layer 2 and then flows into the drainage pipeline 11 of the compression pool 1 Middle; the frame 3 is placed in the compression pool 1 for containing sludge, and is welded by steel bars, with a gap of 10 cm between holes, and a layer of geonet 31 with a filter membrane is fixed on the inside of the frame 3 for reverse filtration. The geonet 31 includes a cavity portion 311 fixed on the inner surface of the frame 3 and a cover portion 312 covering the top of the cavity portion 311. The top corner of the frame is provided with a lifting ring 32, which is convenient for lifting equipment to lift the frame 3; the vacuum device 4. It includes a geomembrane 41 and a vacuum pump 42. The geomembrane 41 seals the compression pool 1, and the vacuum pump 42 is started to evacuate the geomembrane to generate negative pressure under the geomembrane, so that the water in the sludge is sucked out and introduced into the sewage buffer tank 5 through the drainage pipeline 11 , the vacuum pump 42 is located outside the sludge compression tank 1, the sewage buffer tank 5 is connected with the vacuum pump 42 through the drainage pipeline 12, the sewage buffer tank 5 is a cylindrical iron cylinder, and the bottom is provided with a drain valve for discharging sewage; The device 6 is composed of a loading plate 61 and a concrete block 62 stacked on the top of the loading plate 61. When the sludge in the compression tank 1 reaches a certain degree of consolidation, the stacking device 6 is placed on the geomembrane 41 to further compress the sludge. The mud discharges water to achieve the best dehydration effect.

采用上述装置本发明的工作原理是:Adopt above-mentioned device operating principle of the present invention is:

将污泥倒入位于压缩池1内的土工网31的容腔部311内,然后在污泥上部铺设土工网31的盖部312,再在压缩池1的顶部铺设土工膜41,将土工膜41的四周嵌入压缩池周边的土体内以封闭压缩池1,并令压缩池1内的土工膜41预留一定的可伸展长度以备污泥下沉;启动真空泵42抽真空,令土工膜41下产生负压,同时外界空气对土工膜41施加了大气压力,使得压缩池1内污泥中的水被吸出,通过压缩池1底部滤层2过滤进入池底的排水管路11,经排水管路11将污水引入污水缓冲罐5再行排出,待压缩池1内的污泥脱水后达到一定固结度,再在土工膜41上加设堆载装置6(即加载板61和混凝土块62)对污泥作进一步的压缩,使得污泥中的水份在附加应力作用下,进一步的排出,当污泥脱水到预定的固结度后,起吊设备卸去堆载装置6,吊起装有固结后污泥的框架3,将污泥倾倒入其它运输设备做后续处理。Sludge is poured in the cavity part 311 of the geonet 31 that is positioned at the compression tank 1, then the lid portion 312 of the geonet 31 is laid on the sludge top, and then the geomembrane 41 is laid on the top of the compression tank 1, and the geomembrane The surroundings of 41 are embedded in the soil around the compression pool to close the compression pool 1, and the geomembrane 41 in the compression pool 1 is reserved for a certain extensible length in order to prepare for the sludge to sink; start the vacuum pump 42 to evacuate the geomembrane 41 At the same time, the external air exerts atmospheric pressure on the geomembrane 41, so that the water in the sludge in the compression pool 1 is sucked out, filtered through the filter layer 2 at the bottom of the compression pool 1, and enters the drainage pipeline 11 at the bottom of the pool. The pipeline 11 introduces the sewage into the sewage buffer tank 5 and then discharges it. After the sludge in the compression tank 1 reaches a certain degree of consolidation after dehydration, a stacking device 6 (that is, a loading plate 61 and a concrete block) is added on the geomembrane 41. 62) Further compress the sludge, so that the water in the sludge is further discharged under the action of additional stress. When the sludge is dehydrated to a predetermined degree of consolidation, the lifting device unloads the stacking device 6 and lifts The frame 3 that is equipped with the consolidated sludge dumps the sludge into other transportation equipment for follow-up treatment.

本发明的关键在于是充分利用真空泵42作用形成真空负压和堆载装置提供的压力,联合施加使土工膜下的污泥得以压缩脱水,令污泥中的水分通过滤层2进入池内排水管,并引入污水缓冲罐5中,同时配合本发明在污泥压缩池内设置的竖向排水管,与水平排水管组成一个贯通系统,进一步加大脱水效率,因此采用该装置可大大缩短污泥脱水周期,投资小,效率高,能源消耗少,处理量大,且不受季节和气候限制,解决了常规污泥脱水方法投资大、时间长和占地面积大的问题,为污泥的处置提供了一种新的途径。The key of the present invention is to make full use of the vacuum pump 42 to form a vacuum negative pressure and the pressure provided by the stacking device, and jointly apply the sludge under the geomembrane to be compressed and dehydrated, so that the moisture in the sludge enters the drain pipe in the pool through the filter layer 2 , and introduced into the sewage buffer tank 5, and at the same time cooperate with the vertical drainage pipe provided in the sludge compression tank of the present invention to form a through system with the horizontal drainage pipe to further increase the dehydration efficiency, so the use of this device can greatly shorten the sludge dehydration time. Cycle time, small investment, high efficiency, low energy consumption, large processing capacity, and not limited by seasons and climates, solves the problems of large investment, long time and large floor area of conventional sludge dewatering methods, and provides sludge disposal a new way.

Claims (7)

1. The utility model provides a mud vacuum is piled up and is carried joint compression dewatering device which characterized in that: comprises a compression tank, a frame, a vacuum device and a sewage buffer tank; wherein,
the compression tank provides a sludge compression place, and a drainage pipeline is arranged at the bottom in the compression tank and communicated to the sewage buffer tank outside the compression tank; the frame is arranged in the compression tank, the vacuum device is positioned outside the compression tank and comprises a geomembrane and a vacuum pump, the vacuum pump is communicated with the sewage buffer tank, the geomembrane is enabled to seal the compression tank, and the vacuum pump is used for vacuumizing to generate negative pressure under the geomembrane, so that the moisture in the sludge in the compression tank is sucked out and introduced into the sewage buffer tank.
2. The sludge vacuum loading combined compression dewatering device of claim 1, characterized in that: the compression tank is made of reinforced concrete.
3. The sludge vacuum loading combined compression dewatering device of claim 1, characterized in that: and a filter layer is laid at the bottom of the compression tank and consists of a gravel cushion layer, a geogrid and non-woven fabrics.
4. The sludge vacuum loading combined compression dewatering device of claim 1, characterized in that: the frame is formed by welding reinforcing steel bars, a layer of geotechnical net with a filter membrane is fixed on the inner side of the frame, and lifting rings are arranged at the top corners of the frame.
5. The sludge vacuum loading combined compression dewatering device of claim 1, characterized in that: a ballast device may be placed on the geomembrane to further compress the sludge to remove moisture.
6. The sludge vacuum stacking combined compression dewatering device according to claim 5, characterized in that: the stacking device consists of a loading plate and a concrete block.
7. The sludge vacuum loading combined compression dewatering device of claim 1, characterized in that: and a drain valve is arranged at the bottom of the sewage buffer tank.
CN200910260811A 2009-12-09 2009-12-09 Sludge vacuum subcharge combined compressing and dewatering device Pending CN101759342A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103803773A (en) * 2014-02-25 2014-05-21 洛阳高坦机械技术有限公司 Filter cloth-free vertical compression sludge high-pressure dewatering machine
CN107382027A (en) * 2017-08-21 2017-11-24 华东师范大学 A kind of fast dewatering curing for the alum sludge pool
CN108046562A (en) * 2017-12-14 2018-05-18 惠州东江威立雅环境服务有限公司 A kind of High water cut oily sludge dehydration device
CN108101341A (en) * 2018-01-12 2018-06-01 武汉大学 High speed dewatering of slurries device
CN108751670A (en) * 2018-08-15 2018-11-06 江苏科技大学 The quick sludge dewatering treatment system of negative pressure of vacuum agricultural crop straw and method
CN111847826A (en) * 2020-07-31 2020-10-30 江苏科技大学 Bottom vacuum negative pressure double-sided rapid sludge dewatering experiment and application system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103803773A (en) * 2014-02-25 2014-05-21 洛阳高坦机械技术有限公司 Filter cloth-free vertical compression sludge high-pressure dewatering machine
CN107382027A (en) * 2017-08-21 2017-11-24 华东师范大学 A kind of fast dewatering curing for the alum sludge pool
CN108046562A (en) * 2017-12-14 2018-05-18 惠州东江威立雅环境服务有限公司 A kind of High water cut oily sludge dehydration device
CN108101341A (en) * 2018-01-12 2018-06-01 武汉大学 High speed dewatering of slurries device
CN108751670A (en) * 2018-08-15 2018-11-06 江苏科技大学 The quick sludge dewatering treatment system of negative pressure of vacuum agricultural crop straw and method
CN111847826A (en) * 2020-07-31 2020-10-30 江苏科技大学 Bottom vacuum negative pressure double-sided rapid sludge dewatering experiment and application system

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Open date: 20100630