CN115215447A - A method of wastewater treatment by bioaugmentation process - Google Patents
A method of wastewater treatment by bioaugmentation process Download PDFInfo
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- CN115215447A CN115215447A CN202210948794.9A CN202210948794A CN115215447A CN 115215447 A CN115215447 A CN 115215447A CN 202210948794 A CN202210948794 A CN 202210948794A CN 115215447 A CN115215447 A CN 115215447A
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- 238000000034 method Methods 0.000 title claims abstract description 34
- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 17
- 244000005700 microbiome Species 0.000 claims abstract description 32
- 239000002351 wastewater Substances 0.000 claims abstract description 26
- 238000005352 clarification Methods 0.000 claims abstract description 11
- 239000000203 mixture Substances 0.000 claims abstract description 11
- 239000002699 waste material Substances 0.000 claims abstract 5
- 239000010865 sewage Substances 0.000 claims description 14
- 235000013305 food Nutrition 0.000 claims description 6
- 241000894006 Bacteria Species 0.000 claims description 5
- 239000010815 organic waste Substances 0.000 claims description 4
- 241001515965 unidentified phage Species 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 2
- 239000002910 solid waste Substances 0.000 claims description 2
- 235000015097 nutrients Nutrition 0.000 claims 3
- 239000000356 contaminant Substances 0.000 claims 2
- 241000193388 Bacillus thuringiensis Species 0.000 claims 1
- 241000255925 Diptera Species 0.000 claims 1
- 241000193386 Lysinibacillus sphaericus Species 0.000 claims 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 claims 1
- 238000009825 accumulation Methods 0.000 claims 1
- 230000002411 adverse Effects 0.000 claims 1
- 229940097012 bacillus thuringiensis Drugs 0.000 claims 1
- 244000052616 bacterial pathogen Species 0.000 claims 1
- 230000001413 cellular effect Effects 0.000 claims 1
- 210000000805 cytoplasm Anatomy 0.000 claims 1
- 230000006378 damage Effects 0.000 claims 1
- 239000010808 liquid waste Substances 0.000 claims 1
- 229910052717 sulfur Inorganic materials 0.000 claims 1
- 239000011593 sulfur Substances 0.000 claims 1
- 231100000331 toxic Toxicity 0.000 claims 1
- 230000002588 toxic effect Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 11
- 229920000642 polymer Polymers 0.000 abstract description 3
- 230000007423 decrease Effects 0.000 abstract 1
- 230000003311 flocculating effect Effects 0.000 abstract 1
- 238000011109 contamination Methods 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 238000005189 flocculation Methods 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 241000304886 Bacilli Species 0.000 description 1
- 241000193830 Bacillus <bacterium> Species 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 239000010791 domestic waste Substances 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012065 filter cake Substances 0.000 description 1
- 239000010800 human waste Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2305/00—Use of specific compounds during water treatment
- C02F2305/06—Nutrients for stimulating the growth of microorganisms
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- 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
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- Life Sciences & Earth Sciences (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
技术领域technical field
本发明涉及处理来自废水处理厂的固体废物的工艺,该废水处理厂接收人类活动产生的生活垃圾,以生长用于增强废水处理厂的运行和生物处理。The present invention relates to a process for the treatment of solid waste from a wastewater treatment plant that receives domestic waste from human activities to grow for enhanced wastewater treatment plant operation and biological treatment.
背景技术Background technique
与飓风等潮湿天气事件有关的问题很多。一个主要问题是污水的处理方式,其可能以合流下水道溢流、单独的下水道溢流和雨水的形式出现。与潮湿天气事件相关的溢流问题和其他水污染的处理主要是一种生物处理过程,需要某些条件满足才能有效执行。There are many problems associated with wet weather events such as hurricanes. A major issue is the treatment of sewage, which can occur in the form of combined sewer overflows, separate sewer overflows, and stormwater. The treatment of overflow problems and other water contamination associated with wet weather events is primarily a biological treatment process that requires certain conditions to be met to perform effectively.
20世纪之前,由排水沟和城市河床组成的开放式下水道在世界范围内很常见。在大多数发达国家在19世纪末和20世纪初作出了巨大的努力来覆盖以前的开放式下水道,将其转换为封闭系统。然而由于当时大多数城市没有污水处理厂,两个单独的下水道系统的成本高昂,因此没有建造单独的生活污水系统。因此雨水和生活污水被合并成一个系统,称为合流下水道系统。合流下水道系统的尺寸通常为平均干燥天气污水流量的10到100倍。随着污水处理厂的开始建设,处理如此多的水是不可行的,因此工厂通常只处理干燥天气下流动的污水量。在收集系统中安装了分流器结构,以在潮湿天气事件期间绕过与地表径流混合的未经处理的污水,保护污水处理厂免受溢流,但这种做法导致未经处理的污水在暴雨事件期间与雨水一起释放。Before the 20th century, open sewers, consisting of gutters and urban riverbeds, were common around the world. Huge efforts were made in most developed countries in the late 19th and early 20th centuries to cover formerly open sewers, converting them to closed systems. However, since most cities did not have sewage treatment plants at the time, the cost of two separate sewer systems was high, so no separate domestic sewage system was built. So stormwater and domestic sewage are combined into one system called a combined sewer system. Combined sewer systems are typically 10 to 100 times the size of the average dry weather sewage flow. As sewage treatment plants began to be constructed, it was not feasible to treat so much water, so the plants usually only dealt with the amount of sewage flowing in dry weather. A diverter structure was installed in the collection system to bypass untreated sewage mixed with surface runoff during wet weather events, protecting the sewage treatment plant from overflows, but this practice resulted in untreated sewage in heavy rainfall Released with rainwater during the event.
来自合流下水道系统的此类溢流被称为合流下水道溢流,当在潮湿天气事件中未经处理排放时,可能会导致严重的水污染问题。这些排放物包含人类和工业废物,并可能导致减少娱乐用途以及污染饮用水源。Such overflows from combined sewer systems are known as combined sewer overflows and can cause serious water pollution problems when discharged untreated during wet weather events. These emissions contain human and industrial waste and can lead to reduced recreational use and contamination of drinking water sources.
发明内容SUMMARY OF THE INVENTION
本发明的目的是提供一种新型高效的废水生物处理方法。The purpose of the present invention is to provide a novel and efficient biological treatment method for wastewater.
此外,本发明的一个目标是在废水处理中使用生物强化(利用微生物帮助生物处理污染),包括细菌和噬菌体(病毒)。Furthermore, one object of the present invention is the use of bioaugmentation (the use of microorganisms to help biologically treat pollution) in wastewater treatment, including bacteria and bacteriophages (viruses).
此外,本发明的一个目标是,生物强化包括理想选择的微生物的混合物,以生物处理废水,优选一组成膜的兼性芽孢杆菌。Furthermore, it is an object of the present invention to bioaugmentation comprising a mixture of ideally selected microorganisms to biologically treat wastewater, preferably a membrane-forming facultative Bacillus.
此外,本发明的目的是使用生物强化处理其输送系统中的废水,该系统可能包括管道、运河和河床,以便为有效的生物处理提供足够的停留时间。Furthermore, it is an object of the present invention to use bioaugmentation to treat wastewater in its delivery system, which may include pipelines, canals and riverbeds, in order to provide sufficient residence time for effective biological treatment.
此外,本发明的目的是在尽可能靠近污染源但最好在污染源处的输送系统中进行生物强化。Furthermore, it is an object of the present invention to carry out bioaugmentation in a delivery system as close as possible to, but preferably at, the source of contamination.
此外,本发明的目的是在靠近有机材料源(作为微生物的食物)和污染源的地方生长所选微生物的混合物。Furthermore, it is an object of the present invention to grow a mixture of selected microorganisms in close proximity to a source of organic material (as food for the microorganisms) and a source of contamination.
此外,本发明的目的是利用污水处理厂产生的生物固体来生长供污水处理厂内使用的选定微生物,并通过输送系统内包含的管道将微生物输送到废水输送系统。Furthermore, it is an object of the present invention to utilize the biosolids produced by the sewage treatment plant to grow selected microorganisms for use within the sewage treatment plant and to transport the microorganisms to the wastewater conveying system through pipes contained within the conveying system.
此外,本发明的目的是对污水处理厂的生物固体进行消毒,并将其转化为食物源,以生长用于生物处理废水的选定有益微生物。Furthermore, the purpose of the present invention is to sterilize the biosolids of sewage treatment plants and convert them into a food source to grow selected beneficial microorganisms for biological treatment of wastewater.
此外,本发明的目的是增加一个或多个流量控制装置,以提高废水输送系统的容纳能力,这将为所选微生物的混合物提供更多的时间来执行其水处理功能。Furthermore, it is an object of the present invention to add one or more flow control devices to increase the holding capacity of the wastewater delivery system, which will provide more time for the mixture of selected microorganisms to perform their water treatment functions.
外,本发明的一个目标是使用高速澄清和絮凝聚合物,最好是在高速澄清系统中使用磁铁矿作为压载材料的系统中,去除废水中包含的细悬浮固体,以便处理后的废水可以直接排放到环境中。Furthermore, it is an object of the present invention to use high speed clarification and flocculation polymers, preferably in a system using magnetite as ballast material in a high speed clarification system, to remove fine suspended solids contained in wastewater so that treated wastewater can be Can be discharged directly into the environment.
系统中流量控制的重要性源于这样一个事实,即潮湿天气期间的流量可能是干燥天气期间输水系统中流量的10到100倍。在不使用可变高度堰延迟部分暴雨流量的情况下,暴雨流量将过大,使微生物有足够的时间对废水进行生物处理。流量控制装置的另一个重要功能是在一段时间内使废水流平,以便在更长的时间内以较慢的速率对废水进行澄清和消毒。为了增加生物处理的停留时间并节省空间,沿河床边缘延伸废水输送系统(如运河),这也在本发明的范围内。在某些情况下废水输送系统实际上可以放置在河床中。The importance of flow control in the system stems from the fact that the flow during wet weather can be 10 to 100 times the flow in the water delivery system during dry weather. Without the use of variable height weirs to delay part of the storm flow, the storm flow would be too large to allow sufficient time for microorganisms to biologically treat the wastewater. Another important function of a flow control device is to level the wastewater over a period of time so that it can be clarified and disinfected at a slower rate over a longer period of time. It is also within the scope of the present invention to extend wastewater conveyance systems (eg canals) along the edge of the riverbed in order to increase residence time for biological treatment and save space. In some cases the wastewater delivery system can actually be placed in the river bed.
根据本发明的治疗的第三方面是高效澄清,然后在必要时进行消毒。为了达到总悬浮固体限值,必须进行澄清,因为限值水平会影响基本需氧量,而基本需氧量是衡量有机物含量和细菌水平的一个指标,因此必须去除细悬浮固体。去除细颗粒的最有效方法是使用絮凝聚合物进行高速澄清。由于暴雨期间的高流速,仅适用高流速澄清,主要是因为空间和成本限制。本发明考虑使用表面溢出率大于10加仑/分钟澄清器的高速澄清方法。The third aspect of the treatment according to the invention is efficient clarification followed by disinfection if necessary. In order to reach the total suspended solids limit, clarification is necessary because the limit level affects basic oxygen demand, which is a measure of organic content and bacterial levels, so fine suspended solids must be removed. The most effective way to remove fines is to use flocculation polymers for high-speed clarification. Due to the high flow rate during heavy rain, only high flow rate clarification is applicable, mainly because of space and cost constraints. The present invention contemplates a high speed clarification process using clarifiers with surface spill rates greater than 10 gallons per minute.
高速澄清产生悬浮固体的浓缩浆液,悬浮固体的重量百分比约为1-5%。这种泥浆可以通过机械方式脱水,以产生干燥的滤饼,既可以填埋也可以陆上使用。另一种经济的解决方案是将浓缩浆液流入脱水容器,该脱水容器将允许足够的时间使固体沉淀,然后作为更浓缩的湿固体定期清除。这种湿固体可以在陆地上使用,但不能填埋,除非通过油漆过滤器滴落测试。假设总悬浮固体含量足够低,能够满足管理限制,则可以直接排放脱水安全壳的上清液。然而最好的解决方案是将来自高速澄清系统或脱水容器的浓缩泥浆直接应用于土地,以改善土壤条件,或应用于污水处理厂以提高生物处理能力。High-speed clarification produces a concentrated slurry of suspended solids of approximately 1-5% by weight of suspended solids. This slurry can be dewatered mechanically to produce a dry filter cake that can be used either in landfill or onshore. Another economical solution is to flow the concentrated slurry into a dewatering vessel that will allow sufficient time for the solids to settle and then periodically remove as more concentrated wet solids. This wet solid can be used on land but cannot be landfilled unless it passes the paint filter drip test. Assuming the total suspended solids content is low enough to meet regulatory limits, the dehydrated containment supernatant can be drained directly. The best solution, however, is to apply the concentrated slurry from a high-speed clarification system or dewatering vessel directly to the land to improve soil conditions, or to a wastewater treatment plant to increase biological treatment capacity.
生物处理系统的有效性取决于微生物的类型和促进微生物健康种群生长的条件。微生物的两种基本类型是移动生物体,它们是自由漂浮和固定的微生物,附着在某些固体表面。当同时存在移动和固定微生物时,生物处理系统的有效性得到提高。增加固定微生物附着的表面积可以增加微生物的浓度,从而提高生物处理过程的有效性。The effectiveness of a biological treatment system depends on the type of microorganisms and the conditions that promote the growth of healthy populations of microorganisms. The two basic types of microorganisms are mobile organisms, which are free-floating and immobile microorganisms that attach to some solid surface. The effectiveness of biological treatment systems is enhanced when both mobile and stationary microorganisms are present. Increasing the surface area for immobilized microorganisms to attach to can increase the concentration of microorganisms, thereby increasing the effectiveness of the biological treatment process.
附图说明Description of drawings
图1示出了根据本发明所采用的处理技术的概述,以及如何将其集成以产生经济处理废水的预期结果。Figure 1 shows an overview of the treatment technologies employed in accordance with the present invention and how they can be integrated to produce the desired results for economical treatment of wastewater.
具体实施方式Detailed ways
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 technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
如图1所示,流经输水系统(2)的废水(1),输水系统(2)例如湖泊、河流、蓄水结构等,向其中注入选择的微生物(37)的混合物,这些微生物处理输水系统(2)内的废水以消耗不需要的有机物。生物可能包括兼性杆菌和噬菌体。包含废水(1)流动流的输水系统(2)包含大量生物载体(14),这些生物载体附着在输水系统(2)的内表面,以增加生物膜生长的表面积。在输送系统(2)的开始处或附近还注入了在生长系统(38)中生长的选定微生物(37)的混合物,如图1所示,该生长系统使用来自污水处理厂(36)的有机废物(30)和其他有机废物(31)。As shown in Figure 1, wastewater (1) flowing through a water delivery system (2), such as lakes, rivers, water storage structures, etc., is injected with a mixture of selected microorganisms (37) that Treating waste water in the water delivery system (2) to consume unwanted organic matter. Organisms may include facultative bacilli and bacteriophages. The water delivery system (2) containing the flowing stream of wastewater (1) contains a large number of biological carriers (14) which adhere to the inner surface of the water delivery system (2) to increase the surface area for biofilm growth. Also injected at or near the beginning of the delivery system (2) is a mixture of selected microorganisms (37) grown in a growth system (38), as shown in Figure 1, using the Organic waste (30) and other organic waste (31).
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CN101977854A (en) * | 2008-03-18 | 2011-02-16 | 通用电气公司 | Wang sijing [cn] |
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CN101977854A (en) * | 2008-03-18 | 2011-02-16 | 通用电气公司 | Wang sijing [cn] |
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