CN206372701U - A kind of middle-size and small-size flat ceramic membrane module - Google Patents
A kind of middle-size and small-size flat ceramic membrane module Download PDFInfo
- Publication number
- CN206372701U CN206372701U CN201621470255.5U CN201621470255U CN206372701U CN 206372701 U CN206372701 U CN 206372701U CN 201621470255 U CN201621470255 U CN 201621470255U CN 206372701 U CN206372701 U CN 206372701U
- Authority
- CN
- China
- Prior art keywords
- membrane
- diaphragm
- flat
- pipe
- film group
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000012528 membrane Substances 0.000 title claims abstract description 70
- 239000000919 ceramic Substances 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 229920001169 thermoplastic Polymers 0.000 claims abstract description 6
- 239000004416 thermosoftening plastic Substances 0.000 claims abstract description 6
- 238000005273 aeration Methods 0.000 claims description 26
- 239000011148 porous material Substances 0.000 claims description 6
- 239000012982 microporous membrane Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 2
- 230000007704 transition Effects 0.000 claims description 2
- 230000004907 flux Effects 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 6
- 238000005276 aerator Methods 0.000 abstract 1
- 239000000306 component Substances 0.000 description 24
- 238000011282 treatment Methods 0.000 description 15
- 239000010865 sewage Substances 0.000 description 14
- 238000000034 method Methods 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 238000011001 backwashing Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000011221 initial treatment Methods 0.000 description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 3
- 239000002585 base Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 229910052698 phosphorus Inorganic materials 0.000 description 3
- 239000011574 phosphorus Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 239000010963 304 stainless steel Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 229910000589 SAE 304 stainless steel Inorganic materials 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000012943 hotmelt Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 239000002957 persistent organic pollutant Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000000151 anti-reflux effect Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 231100000693 bioaccumulation Toxicity 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 229910052593 corundum Inorganic materials 0.000 description 1
- 238000009295 crossflow filtration Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000005342 ion exchange Methods 0.000 description 1
- 238000009285 membrane fouling Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 229910001845 yogo sapphire Inorganic materials 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及水处理装置,具体涉及中小型平板陶瓷膜组件。The utility model relates to a water treatment device, in particular to a small and medium flat ceramic membrane assembly.
背景技术Background technique
陶瓷平板膜生物反应器作为一种新型高效污水处理技术,已成为生活污水、特别是工业废水和极端环境废水处理中不可或缺的处理技术。As a new type of high-efficiency sewage treatment technology, ceramic flat membrane bioreactor has become an indispensable treatment technology for domestic sewage, especially industrial wastewater and extreme environmental wastewater treatment.
传统污水处理技术,按处理程度划分,可分为一级、二级和三级处理。Traditional sewage treatment technology can be divided into primary, secondary and tertiary treatment according to the degree of treatment.
一级处理,主要去除污水中呈悬浮状态的固体污染物质,物理处理法大部分只能完成一级处理的要求。经过一级处理的污水,BOD一般可去除30%左右,达不到排放标准。一级处理属于二级处理的预处理。二级处理,主要去除污水中呈胶体和溶解状态的有机污染物质(BOD,COD物质),去除率可达90%以上,使有机污染物达到排放标准。三级处理,进一步处理难降解的有机物、氮和磷等能够导致水体富营养化的热塑性无机物等。主要方法有生物脱氮除磷法,混凝沉淀法,砂滤法,活性炭吸附法,离子交换法和电渗分析法等。 传统工艺存在以下弊端:①COD氧化和硝化耗能巨大,且占地面积大,并投资费用高;②反硝化与磷的生物聚集均需消耗COD;③剩余污泥量大;④耗能造成大量二氧化碳释放,并进入大气。Primary treatment mainly removes suspended solid pollutants in sewage, and most physical treatment methods can only meet the requirements of primary treatment. After primary treatment, BOD can generally be removed by about 30%, which does not meet the discharge standard. Primary treatment belongs to the pretreatment of secondary treatment. The secondary treatment mainly removes colloidal and dissolved organic pollutants (BOD, COD substances) in the sewage, and the removal rate can reach more than 90%, so that the organic pollutants can meet the discharge standards. Tertiary treatment, further treatment of refractory organic matter, nitrogen and phosphorus and other thermoplastic inorganic substances that can lead to eutrophication of water bodies. The main methods are biological nitrogen and phosphorus removal, coagulation sedimentation, sand filtration, activated carbon adsorption, ion exchange and electroosmotic analysis. The traditional process has the following disadvantages: ①COD oxidation and nitrification consume a lot of energy, occupy a large area, and have high investment costs; ②Denitrification and phosphorus bioaccumulation both need to consume COD; ③The amount of residual sludge is large; ④Energy consumption causes a large amount of Carbon dioxide is released and enters the atmosphere.
目前膜生物反应器广泛应用的是膜生物反应器(MBR), MBR具有以下主要特点:处理效率高、出水水质好;设备紧凑、占地面积小;易实现自动控制、运行管理简单。但是,有机膜-生物反应器也存在很多不足。主要表现在以下几个方面:1膜造价高; 2膜污染容易出现;3能耗高:首先膜通量小,其次是要保持足够的传氧速率;4不能适应酸碱度高的环境,膜组件中污堵频繁,反洗困难必须更换,更换困难。使用寿命短,不可再生。现在市场已经逐步使用:强度高,水通量大,寿命长,处理效率高、出水水质好;设备紧凑、占地面积小单位能耗低,运行维护成本低;易实现自动控制、运行管理简单的平板陶瓷膜进行替代有机膜成为MBR中心核心部件,取得了良好效果。但因平板陶瓷膜需要封装堵头,并需要保证不受外力冲击,必须组装在支架内,造成安装和更换的困难。At present, the membrane bioreactor (MBR) is widely used in membrane bioreactors. MBR has the following main characteristics: high treatment efficiency, good effluent quality; compact equipment, small footprint; easy to realize automatic control, simple operation and management. However, organic membrane-bioreactors also have many deficiencies. Mainly manifested in the following aspects: 1. High membrane cost; 2. Membrane fouling is easy to occur; 3. High energy consumption: firstly, the membrane flux is small, and secondly, it is necessary to maintain sufficient oxygen transfer rate; 4. It cannot adapt to the environment with high pH, and the membrane module Frequent fouling in the middle and difficult backwashing must be replaced, which is difficult to replace. It has a short service life and cannot be regenerated. Now the market has been gradually used: high strength, large water flux, long life, high treatment efficiency, good water quality; compact equipment, small footprint, low unit energy consumption, low operation and maintenance costs; easy to realize automatic control, simple operation and management The flat ceramic membrane replaces the organic membrane as the core component of the MBR, and has achieved good results. However, because the flat ceramic membrane needs to be packaged with a plug and needs to be protected from external impact, it must be assembled in a bracket, which makes installation and replacement difficult.
实用新型内容Utility model content
为了解决现有技术中陶瓷膜生物反应器存在的组件结构不稳定,膜片安装更换不方便,堵头密封不好等问题,本实用新型提供中小型平板陶瓷膜组件。In order to solve the problems of unstable component structure, inconvenient installation and replacement of diaphragms, and poor sealing of plugs in ceramic membrane bioreactors in the prior art, the utility model provides small and medium-sized flat ceramic membrane components.
为解决上述技术问题,本实用新型采用如下技术方案:所述中小型平板陶瓷膜组件包括膜组构件、膜片组件和曝气装置,所述膜组构件为框架式结构或热塑性塑料板整体结构,所述膜片组件包括若干块间隔设置在框架内的平板膜片上堵头和下堵头,所述膜组构件下部设置有集水管,所述上堵头和下堵头分别位于平板膜片的上下端,所述下堵头与平板膜片上的中空孔下端口为锥形面密封配合,下堵头上设置出水孔,出水孔上连接有出水管,所述出水管通过快速接头与连接管相连,连接管通过快速接头与集水管相连,所述集水管一端设置有活接,膜组构件的左侧面上下分别设置有L形的左支撑板,所述膜组构件右侧面下端设置有右支撑板,膜组构件右侧面上下端分别活动设置有限位板。In order to solve the above-mentioned technical problems, the utility model adopts the following technical scheme: the small and medium-sized flat ceramic membrane module includes a membrane component, a membrane component and an aeration device, and the membrane component is a frame structure or a thermoplastic plate overall structure , the diaphragm assembly includes several flat diaphragm upper plugs and lower plugs arranged at intervals in the frame. The upper and lower ends of the sheet, the lower plug is sealed with the lower port of the hollow hole on the flat diaphragm, and the lower plug is provided with a water outlet hole, and a water outlet pipe is connected to the water outlet hole, and the water outlet pipe passes through the quick connector Connected with the connecting pipe, the connecting pipe is connected with the water collecting pipe through a quick joint, one end of the water collecting pipe is provided with a joint, the left side of the membrane group member is respectively provided with an L-shaped left support plate up and down, and the right side of the membrane group member The lower end of the surface is provided with a right support plate, and the upper and lower ends of the right side of the membrane component are respectively movable with limiting plates.
本实用新型改变了平板膜片的安装方式,将平板膜片从膜组构件的右侧水平进入左侧,更加方便平板膜片的安装,取出调换或清理,所述膜组构件右侧上下两端通过螺栓和限位板将平板膜片固定在膜组构件上的左支撑板和右支撑板上,所述集水管一端设置的活接可与曝气装置上的进水管相连。The utility model changes the installation method of the flat diaphragm, and horizontally enters the flat diaphragm from the right side of the membrane group member to the left side, which is more convenient for the installation of the flat diaphragm, taking out, replacing or cleaning, and the upper and lower sides of the right side of the diaphragm group member At the end, the flat diaphragm is fixed on the left support plate and the right support plate of the membrane group member through the bolt and the limit plate, and the joint provided at one end of the water collection pipe can be connected with the water inlet pipe on the aeration device.
所述平板膜片为中空陶瓷件,其中具有中空孔,平板膜片间隔组合在一个膜组构件上,单块平板膜片过滤面积有2平方米、3平方米、5平方米、10平方米、20平方米等多种规格,、平板膜片外形尺寸宽110-200mm,厚度3-6mm、高度350-600mm的膜片间隔排列形成,(以上述规格进行叠加形成不同的规格组件,最多可叠加15层),膜组构件为通过螺栓把不锈钢等金属材料钣金件连接组装成构件;或者将热塑性塑料用热熔焊接形式组成膜组构件。膜片组件上的每块中空陶瓷平板膜片上端设置有上堵头,下端设有下堵头。下堵头的通槽上设有出水孔,出水孔连接有出水管,每只出水管分别和集水管上的进水口位置对应并用快速接头和连接管连接将过滤水抽出(负压0.01-0.05Mpa)经过集水管排放;当通量下降或压力上升时可通过集水管用高压过滤空气或过滤水进行在线反洗,反洗压力可在1Mpa 以内,并不受反洗次数限制。并在线洗不能使通量恢复80%以上时可采用线下酸碱洗。The flat diaphragm is a hollow ceramic piece with hollow holes, and the flat diaphragm is combined on a membrane group member at intervals. The filtration area of a single flat diaphragm is 2 square meters, 3 square meters, 5 square meters, and 10 square meters. , 20 square meters and other specifications, flat-plate diaphragms with a width of 110-200mm, a thickness of 3-6mm, and a height of 350-600mm are arranged at intervals, (the above specifications are superimposed to form different specifications components, up to 15 layers superimposed), the membrane components are assembled by connecting and assembling stainless steel and other metal material sheet metal parts through bolts; The upper end of each hollow ceramic flat plate diaphragm on the diaphragm assembly is provided with an upper plug, and the lower end is provided with a lower plug. There is a water outlet hole on the channel of the lower plug, and the water outlet hole is connected with an outlet pipe. Each outlet pipe corresponds to the position of the water inlet on the water collection pipe and is connected with a quick connector and a connecting pipe to pump out the filtered water (negative pressure 0.01-0.05 Mpa) is discharged through the water collection pipe; when the flux drops or the pressure rises, it can be backwashed online with high-pressure filtered air or filtered water through the water collection pipe. The backwashing pressure can be within 1Mpa and is not limited by the number of backwashing times. And when the online washing can not restore the flux to more than 80%, the off-line acid-base washing can be used.
本实用新型的核心元件采用平板膜片上有微孔膜和高纯Al2O3复合膜结构使膜片,具有机械强度高、承压能力强、化学稳定性好、 孔隙率分布均匀、水通量大、抗污染性好、易于清洗再生、使用寿命长、经济性高等特点, 解决了有机膜元件运行中清洗困难、 维护繁琐、不能反复反洗、更换频繁、使用环境要求高、使用寿命短、易受酸碱腐蚀、不耐有机溶剂、运行费用高、占地面积大等问题,容易造成排污的困难, 有效提高了膜生物反器的使用寿命和可靠性。 并且使用过的平板膜片可以回收用于其他陶瓷制品, 减少废弃物。 在实际应用中,可以根据需要进行现场的需求将组件的叠加或并联组装操作,形成整体的更大系统。The core element of the utility model adopts the microporous membrane and high-purity Al2O3 composite membrane structure on the flat diaphragm, so that the diaphragm has high mechanical strength, strong pressure bearing capacity, good chemical stability, uniform porosity distribution, and large water flux. , good anti-pollution, easy to clean and regenerate, long service life, high economy, etc., solves the problems of difficult cleaning, cumbersome maintenance, repeated backwashing, frequent replacement, high environmental requirements, short service life, and easy maintenance of organic membrane elements during operation. Corrosion by acid and alkali, intolerance to organic solvents, high operating costs, large floor space, etc., will easily cause difficulties in sewage discharge, effectively improving the service life and reliability of the membrane bioreactor. And the used flat diaphragm can be recycled for other ceramic products, reducing waste. In practical applications, components can be stacked or assembled in parallel according to the needs of the site to form a larger system as a whole.
附图说明Description of drawings
图 1 为本实用新型主视结构示意图,Figure 1 is a schematic diagram of the main structure of the utility model,
图 2 为本实用新型的左视结构示意图,Fig. 2 is a left view structure diagram of the utility model,
图3为图2的X—X局部剖视结构示意图。FIG. 3 is a schematic diagram of a partial cross-sectional structure along line X—X in FIG. 2 .
在图中,1、膜组构件 2、集水管 3、左支撑板 4、平板膜片 5、限位板 6、螺杆 7、活接 8、上堵头 9、下堵头 10、出水管 11、连接管 12、快速接头 13、右支撑板 14、出水孔 15、锥形面 16、中空孔。In the figure, 1. Membrane group member 2, water collecting pipe 3, left support plate 4, flat diaphragm 5, limit plate 6, screw rod 7, union 8, upper plug 9, lower plug 10, outlet pipe 11 , connecting pipe 12, quick connector 13, right support plate 14, outlet hole 15, tapered surface 16, hollow hole.
具体实施方式detailed description
如图1、图2、和图3中,所述中小型平板陶瓷膜组件包括膜组构件1、膜片组件和曝气装置,所述膜组构件为框架式结构或热塑性塑料板整体结构,所述膜片组件包括若干块间隔设置在框架陶瓷膜片内的平板膜片4,所述膜片组件包括间隔设置的平板膜片4、上堵头8和下堵头9,所述膜组构件下部设置有集水管2,所述上堵头和下堵头分别位于平板膜片的上下端,所述下堵头与平板膜片上的中空孔16下端口为锥形面15密封配合,下堵头上设置出水孔14,出水孔上连接有出水管10,所述出水管通过快速接头12与连接管11相连,连接管通过快速接头与集水管2相连,所述集水管一端设置有活接7,所述膜组构件的左侧上下设置有L形的左支撑板3,所述膜组构件右侧下端设置有右支撑板13,膜组构件右侧面上下端用螺杆6和螺母活动设置有限位板5。所述曝气装置包括间隔设置有曝气孔的曝气管。As shown in Figure 1, Figure 2, and Figure 3, the small and medium-sized flat ceramic membrane module includes a membrane component 1, a membrane component and an aeration device, and the membrane component is a frame structure or a thermoplastic plate overall structure, The diaphragm assembly includes several flat diaphragms 4 arranged at intervals in the ceramic diaphragm of the frame, the diaphragm assembly includes flat diaphragms 4 arranged at intervals, an upper plug 8 and a lower plug 9, the diaphragm group The lower part of the component is provided with a water collection pipe 2, the upper and lower plugs are respectively located at the upper and lower ends of the flat diaphragm, and the lower plug and the lower port of the hollow hole 16 on the flat diaphragm are sealed and fitted with a tapered surface 15, Water outlet hole 14 is arranged on the lower plug, and water outlet pipe 10 is connected on the water outlet hole, and described water outlet pipe is connected with connecting pipe 11 by quick joint 12, and connecting pipe is connected with water collection pipe 2 by quick joint, and described water collection pipe one end is provided with Joint 7, the left side of the membrane group member is provided with an L-shaped left support plate 3 up and down, the lower end of the right side of the membrane group member is provided with a right support plate 13, and the upper and lower ends of the membrane group member on the right side are provided with a screw rod 6 and Nut activity is provided with limit plate 5. The aeration device includes aeration tubes provided with aeration holes at intervals.
使用时,将平板膜片直接浸在污水池底,采用负压抽吸的形式进行过滤,曝气后的污水进入平板膜片内的中空孔内,通过板膜处理后从出水孔流出进入出水管,并通过连接管进入集水管。When in use, the flat membrane is directly immersed in the bottom of the sewage tank and filtered by negative pressure suction. The aerated sewage enters the hollow hole in the flat membrane and flows out from the outlet hole into the outlet after being treated by the membrane. water pipe, and enter the water collection pipe through the connecting pipe.
膜组构件的上部和下部设有对应连接位置,根据污水处理量的需求,可进行并列和叠加组合,一个组件支架内的膜片过滤总面积2、3、5、10平方米,每组膜片组件根据不同过滤通径和流量一端设有一条集水管2,每套膜组件在底部独立连接一套曝气组件,方便膜组件增减操作。The upper and lower parts of the membrane components are provided with corresponding connection positions. According to the demand for sewage treatment capacity, they can be combined side by side and stacked. The total filtration area of the membrane in a module bracket is 2, 3, 5, and 10 square meters. Each set of membranes One end of the sheet module is provided with a water collection pipe 2 according to different filtration diameters and flow rates, and each set of membrane modules is independently connected to a set of aeration modules at the bottom, which facilitates the operation of increasing or decreasing the membrane modules.
为了进一步提高膜组构件的稳定性,每套膜片组件底部需要设置独立底座。底座上端与膜组件下方对应连接固定。In order to further improve the stability of the membrane components, an independent base needs to be set at the bottom of each set of membrane components. The upper end of the base is correspondingly connected and fixed with the lower part of the membrane module.
平板膜片安装时,先将上端的限位板拆卸,逐片插入平板膜片处在左支撑板和右支撑板上,平板膜片安装后留有少量空隙,防止平板膜片受到水冲击造成刚性裂痕。能够有效保护膜片,防止冲击力等造成膜片损坏。When installing the flat diaphragm, remove the limit plate at the upper end first, and insert the flat diaphragm one by one on the left support plate and the right support plate. After the flat diaphragm is installed, there is a small gap to prevent the flat diaphragm from being impacted by water. Rigid cracks. It can effectively protect the diaphragm and prevent damage to the diaphragm caused by impact.
所述平板膜片4上微孔的孔径为0.01μm 、0.05μm、0.1μm、1μm、2μm 、5μm 6种规格,膜通量从为 0.03 ~ 8m3/( ㎡ H)。这样能适应不同要求的场所。进一步提高污水处理的效率,从而节俭能源和空间。The pore diameters of the micropores on the flat membrane 4 are 0.01 μm, 0.05 μm, 0.1 μm, 1 μm, 2 μm, and 5 μm, and the membrane flux is from 0.03 to 8 m3/(㎡H). This can adapt to places with different requirements. Further improve the efficiency of sewage treatment, thereby saving energy and space.
所述平板膜片的高度为 350-600mm ;平板膜片并联设置,相邻两平板膜片的间距为 7.5-11mm ;曝气管的高度为 145-150mm,便于曝气气体成散射形状向上分散到膜片上。曝气构件的底部距离膜支架底部的距离为180mm, 每个曝气构件配有多根0.5或1寸曝气管, 曝气管上设有曝气孔, 曝气孔孔径为6.2mm,孔中心设有活动的伞形防帽其作用防止停机时泥沙和絮凝体逆流,每条曝气孔的数量和膜片数量对应, 曝气孔流速为10-15m/s。The height of the flat diaphragm is 350-600mm; the flat diaphragm is arranged in parallel, and the distance between two adjacent flat diaphragms is 7.5-11mm; the height of the aeration tube is 145-150mm, which is convenient for the aeration gas to disperse upwards in a scattering shape onto the diaphragm. The distance between the bottom of the aeration component and the bottom of the membrane support is 180mm. Each aeration component is equipped with multiple 0.5-inch or 1-inch aeration tubes. There are aeration holes on the aeration tube. The diameter of the aeration hole is 6.2mm. There is a movable umbrella-shaped anti-cap in the center to prevent the backflow of sediment and flocs during shutdown. The number of each aeration hole corresponds to the number of diaphragms, and the flow rate of the aeration hole is 10-15m/s.
上述膜件组件材料1种为304不锈钢和其他金属材料冲压或折弯成型组装,另一种为热塑性塑料板切割成型后焊接成整体框架。这样能适应绝大多数污水环境,每套膜组构件的顶部设有3个相对设置的吊钩。这样进一步方便了膜组件的吊装。底部曝气装置设有四个支撑脚,与地面间留有90mm间隙,便于叉车装卸组件。本实用新型未提及的技术均参照现有技术。One of the materials for the above-mentioned membrane components is 304 stainless steel and other metal materials stamped or bent and assembled, and the other is cut and formed by thermoplastic plates and welded into an overall frame. This can adapt to most sewage environments, and the top of each set of membrane components is provided with 3 oppositely arranged hooks. This further facilitates the hoisting of the membrane module. The bottom aeration device is equipped with four supporting feet, and there is a 90mm gap between it and the ground, which is convenient for forklift loading and unloading components. The technology not mentioned in the utility model all refers to prior art.
所述平板膜片的下堵头设有出水孔,出水孔与出水管相连,每套摆放的膜片组件出水管集中在一侧,出水口上下交错与集水管侧壁上设有两排交错进水孔相对应,出水管和进水口上均安装有快速接头,并通过尼龙软连接管相连,便于快速安装和取出。The lower plug of the flat diaphragm is provided with a water outlet hole, and the water outlet hole is connected with the water outlet pipe. The water outlet pipes of each set of diaphragm components are concentrated on one side, and the water outlets are staggered up and down. Two rows are arranged on the side wall of the water collection pipe. The staggered water inlets correspond to each other, and quick connectors are installed on the outlet pipe and the water inlet, and are connected by nylon flexible connecting pipes, which is convenient for quick installation and removal.
所述集水管内孔直径根据平板膜片通量的1.2倍以上设定 。一端用热熔堵帽胶固定,另外一段连接活接或外丝螺纹。集水管材料使用PPR热熔管或304不锈钢管.管壁下方交错设有两排螺纹孔,孔距与膜片距离相同,安装快速接头,与陶瓷膜通槽堵头出水口对应,用尼龙或PE连接管密闭陶瓷膜片。The diameter of the inner hole of the water collection pipe is set according to more than 1.2 times the flux of the flat diaphragm. One end is fixed with hot-melt cap glue, and the other end is connected with union or external thread. The water collection pipe is made of PPR hot-melt pipe or 304 stainless steel pipe. There are two rows of threaded holes staggered at the bottom of the pipe wall. The PE connecting pipe seals the ceramic diaphragm.
所述平板膜片采用高纯氧化铝为载体挤压成型,外形尺寸长110、150mm厚度4-6mm、高度350-600mm,上下端面由32-60个中空孔单排排列且上下贯通,烧结载体上微孔的孔径为 0.5-5μm,中间镀过渡层,外表面镀0.01~0.2um微孔膜,使膜孔径能够实现从0.01um到5um范围,并孔隙分布狭窄, 膜通量为 0.03 ~ 3m3/( ㎡ H);平板膜片左右端面设有用ABS或PPS等材料注塑成型或陶瓷浆料注塑成型的堵头,上、下堵头与平板膜片之间进行胶封密封,下堵头为长条形,便于连接组装,平板膜片端面安装位置在凹形底部的凹槽中,槽口宽度约小于或等于膜片宽度,长度约小于或等于膜片长度。The flat diaphragm is extruded with high-purity alumina as the carrier, with dimensions of 110mm in length, 150mm in thickness, 4-6mm in thickness, and 350-600mm in height. The pore diameter of the upper micropore is 0.5-5μm, the middle is coated with a transition layer, and the outer surface is coated with a 0.01-0.2um microporous membrane, so that the membrane pore diameter can range from 0.01um to 5um, and the pore distribution is narrow, and the membrane flux is 0.03-3m3 /( ㎡ H); The left and right ends of the flat diaphragm are provided with plugs made of materials such as ABS or PPS or injection molded with ceramic slurry. The upper and lower plugs are sealed with the flat diaphragm, and the lower plug is Long strip shape, easy to connect and assemble. The end surface of the flat diaphragm is installed in the groove at the bottom of the concave shape. The width of the notch is about less than or equal to the width of the diaphragm, and the length is about less than or equal to the length of the diaphragm.
所述膜组构件的全高为 350-600mm ;平板膜片并联设置。曝气层的高度为 140-150mm,上与陶瓷膜组件连接,下设有四块水平的不锈钢板可直接置于污水池底部并可固定地面。中间设有多条外径0.5寸或1寸的曝气管,每条曝气管上表面设有若干个孔径为6.2mm的曝气孔,曝气孔流速为 10-15m/s,气孔装有伞形防逆流帽, 曝气管中心到陶瓷膜底部的距离为180mm。气流在引流板中间成向上散射形, 使污水从曝气构件底部到集水管之间形成向上流动,能充分的汽水混合并能使污水形成与膜面错流式过滤。The overall height of the membrane components is 350-600mm; the flat diaphragms are arranged in parallel. The height of the aeration layer is 140-150mm, the upper part is connected with the ceramic membrane module, and the lower part is equipped with four horizontal stainless steel plates, which can be directly placed on the bottom of the sewage tank and can be fixed on the ground. There are a number of aeration tubes with an outer diameter of 0.5 inch or 1 inch in the middle. There are several aeration holes with a diameter of 6.2mm on the upper surface of each aeration tube. The flow rate of the aeration holes is 10-15m/s. There is an umbrella-shaped anti-reflux cap, and the distance from the center of the aeration tube to the bottom of the ceramic membrane is 180mm. The air flow forms an upward scattering shape in the middle of the diversion plate, so that the sewage flows upward from the bottom of the aeration component to the water collection pipe, which can fully mix the steam and water and make the sewage form cross-flow filtration with the membrane surface.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621470255.5U CN206372701U (en) | 2016-12-30 | 2016-12-30 | A kind of middle-size and small-size flat ceramic membrane module |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621470255.5U CN206372701U (en) | 2016-12-30 | 2016-12-30 | A kind of middle-size and small-size flat ceramic membrane module |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206372701U true CN206372701U (en) | 2017-08-04 |
Family
ID=59408057
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621470255.5U Active CN206372701U (en) | 2016-12-30 | 2016-12-30 | A kind of middle-size and small-size flat ceramic membrane module |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206372701U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109351195A (en) * | 2018-12-14 | 2019-02-19 | 海南立昇净水科技实业有限公司 | Curtain film device |
CN112108004A (en) * | 2020-09-29 | 2020-12-22 | 江西金达莱环保股份有限公司 | Membrane module fixing device |
-
2016
- 2016-12-30 CN CN201621470255.5U patent/CN206372701U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109351195A (en) * | 2018-12-14 | 2019-02-19 | 海南立昇净水科技实业有限公司 | Curtain film device |
CN112108004A (en) * | 2020-09-29 | 2020-12-22 | 江西金达莱环保股份有限公司 | Membrane module fixing device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205398206U (en) | Novel dull and stereotyped ceramic membrane subassembly | |
CN203866157U (en) | Integrated baffle type anaerobic/anoxic/aerobic membrane filtration high-concentration organic wastewater treatment device | |
CN204162570U (en) | A kind of light electrolysis/aerobic/anaerobic/membrane filtration treatment unit | |
CN206372701U (en) | A kind of middle-size and small-size flat ceramic membrane module | |
CN206730876U (en) | A kind of flat ceramic membrane module of both ends water outlet | |
CN102190397B (en) | Integrated reclaimed water reuse equipment | |
CN101264975B (en) | Column-type film components | |
CN101250003B (en) | A hollow fiber membrane module | |
CN101254977B (en) | A hollow fiber membrane module, membrane bioreactor and water treatment equipment | |
CN201648097U (en) | Biological Aerated Filter | |
CN206168231U (en) | Dull and stereotyped membrane separation device of pottery | |
CN104876327A (en) | Folded plate membrane assembly for retarding membrane pollution in membrane bioreactor | |
CN101733046A (en) | Three-phase fluidized-bed reactor | |
CN207056345U (en) | A kind of new full earthenware slab membrane module | |
CN215756582U (en) | Utilize domestic water purification unit in whole room of dull and stereotyped ceramic membrane drainage | |
CN216191366U (en) | Membrane filtration system of organic membrane and flat ceramic membrane combination | |
CN204643912U (en) | A kind of purifier and the water purifier made of it | |
CN213596014U (en) | Self-cleaning marine sewage treatment and recovery device | |
CN210736313U (en) | Bonding curtain type self-filtering filter membrane assembly | |
CN211886286U (en) | Inorganic ceramic membrane modules that can replace organic fiber membranes | |
CN201809253U (en) | Internal-external membrane filtration and separation sewage treatment device | |
CN216404124U (en) | A DMBR dynamic membrane bioreactor | |
CN201505510U (en) | Square column submerged membrane modules, membrane stacks and filtration systems | |
CN215250138U (en) | Reverse osmosis membrane reclaimed water recycling device | |
CN211497021U (en) | Reverse osmosis nano ceramic membrane sewage filtration and purification equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 337200 Luxi County Industrial Park, Pingxiang, Jiangxi Patentee after: Jiangxi Boxin Environmental Protection Technology Co.,Ltd. Address before: 337200 Luxi County Industrial Park, Pingxiang, Jiangxi Patentee before: JIANGXI BOCENT TEC Co.,Ltd. |
|
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20231219 Address after: 337253 Luxi Industrial Park, Pingxiang City, Jiangxi Province Patentee after: Jiangxi Mufu New Materials Co.,Ltd. Address before: 337200 Luxi County Industrial Park, Pingxiang, Jiangxi Patentee before: Jiangxi Boxin Environmental Protection Technology Co.,Ltd. |
|
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20241225 Address after: 337000 Luxi County Industrial Park, Pingxiang City, Jiangxi Province Patentee after: Jiangxi Boxin Environmental Protection Technology Co.,Ltd. Country or region after: China Address before: 337253 Luxi Industrial Park, Pingxiang City, Jiangxi Province Patentee before: Jiangxi Mufu New Materials Co.,Ltd. Country or region before: China |