CN107555725A - A kind of sewage disposal of hospital method - Google Patents

A kind of sewage disposal of hospital method Download PDF

Info

Publication number
CN107555725A
CN107555725A CN201710988217.1A CN201710988217A CN107555725A CN 107555725 A CN107555725 A CN 107555725A CN 201710988217 A CN201710988217 A CN 201710988217A CN 107555725 A CN107555725 A CN 107555725A
Authority
CN
China
Prior art keywords
waste water
contact
pool
sewage disposal
oxidation pool
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.)
Pending
Application number
CN201710988217.1A
Other languages
Chinese (zh)
Inventor
蒋锡根
邵良成
何晓晓
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Yao Yao Environmental Engineering Co Ltd
Original Assignee
Zhejiang Yao Yao Environmental Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang Yao Yao Environmental Engineering Co Ltd filed Critical Zhejiang Yao Yao Environmental Engineering Co Ltd
Priority to CN201710988217.1A priority Critical patent/CN107555725A/en
Publication of CN107555725A publication Critical patent/CN107555725A/en
Pending legal-status Critical Current

Links

Landscapes

  • Physical Water Treatments (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Catalysts (AREA)

Abstract

The present invention provides a kind of sewage disposal of hospital method, comprises the following steps:Step 1) waste water carries out tentatively being filtrated to get waste water A by grid;Waste water A is passed through in regulating reservoir by step 2) to be adjusted its pH to 79 and obtains waste water B;Waste water B is passed through contact-oxidation pool progress oxidation processes and obtains waste water C by step 3);Waste water C is passed through sedimentation basin and precipitated by step 4);The water that sedimentation basin is discharged is passed through in sterilization pool outer after sterilization arrange by step 5);Wherein, active sludge and micropore biological bed in contact-oxidation pool, activated sludge input amount are 5 10% of water body volume in contact-oxidation pool, and micropore biological bed volume accounts for 15% 20% of wastewater volume in contact-oxidation pool;It is stirred and is aerated simultaneously when contact-oxidation pool works, gas-water ratio is 15~20 in contact-oxidation pool:1;Disinfectant in sterilization pool is Potassium Monopersulfate composite powder.Accessory substance is substantially reduced in wastewater treatment process to harm caused by human body.

Description

A kind of sewage disposal of hospital method
Technical field
The present invention relates to water treatment technology, more particularly to a kind of sewage disposal of hospital method.
Background technology
Medical waste water source and composition are sufficiently complex, dirty containing a large amount of pathogenic microbes, poisonous, harmful physical chemistry Thing is contaminated, there is the features such as space-pollution, acute infection, latent infection, if can turn into without effective processing directly discharge The important channel of one epidemic disease diffusion.
The waste water of China's major part hospital uses the technique as disclosed in Authorization Notice No. for CN101891349B to carry out at present Discharged after processing.Its disinfection way is mainly still carried out disinfection using chlorine dioxide generator, but disinfection by chlorine dioxide can endanger Health.It is embodied in:Have a large amount of chlorine in sewage plant air, the chlorine of long-term inhalation of low concentration can cause it is chronic in Poison, after the chlorine of higher concentration is sucked, toxic pulmonary edema can be caused, cause laryngospasm and " sudden death type " death occurs; Its remaining bi-products is carcinogenic, teratogenesis, the mutagenic matters such as haloform, has carcinogenicity to human body;Particularly operating personnel, doctor Business personnel, patient's Long Term Contact have chronic injury to respiratory system and cornea.
The content of the invention
It is an object of the invention to provide a kind of sewage disposal of hospital method, accessory substance in wastewater treatment process is substantially reduced To harm caused by human body.
The present invention above-mentioned technical purpose technical scheme is that:A kind of sewage disposal of hospital side Method, comprise the following steps:
Step 1) waste water carries out tentatively being filtrated to get waste water A by grid;
Waste water A is passed through in regulating reservoir by step 2) to be adjusted its pH to 7-9 and obtains waste water B;
Waste water B is passed through contact-oxidation pool progress oxidation processes and obtains waste water C by step 3);
Waste water C is passed through sedimentation basin and precipitated by step 4);
The water that sedimentation basin is discharged is passed through in sterilization pool outer after sterilization arrange by step 5);
Wherein, active sludge and micropore biological bed in contact-oxidation pool, activated sludge input amount are in contact-oxidation pool The 5-10% of water body volume, micropore biological bed volume account for the 15%-20% of wastewater volume in contact-oxidation pool;
It is stirred and is aerated simultaneously when contact-oxidation pool works, gas-water ratio is 15~20 in contact-oxidation pool:1;
Disinfectant in sterilization pool is Potassium Monopersulfate composite powder.
It is arranged such, waste water is obstructed big rubbish by grid, and the pH of waste water is adjusted, and waste water enters contact Oxidation pond, the flco organic matter in waste water is decomposed in contact-oxidation pool so that bacterium is exposed in waste water with virus, most Afterwards by disinfecting.
Micropore biological bed is the carrier of microorganism colonization, and in contact-oxidation pool following effect occurs for waste water:
Physics chemical action:It is purified waste water the adsorption capacity of organic matter using activated sludge, what suction-operated was carried out It is very rapid, it can typically be completed in 10min~30min.
Biological chemistry action:Under conditions of aerobic, the vitro enzyme that aerobic bacteria secretes by it (with biology urge by one kind The reactive protein of change effect), the flco organic matter in waste water is decomposed into dissolved organic matter, together with original molten in waste water The cell membrane that solution property organic matter penetrates aerobic bacteria enters its cell interior, will be organic then by the biological activity of bacterium Thing oxidation, decompose and synthesize neoblast, finally in bacterial body in the presence of enzyme, organic matter is resolved into carbon dioxide and water.
In addition, physics chemical action and biological chemistry action are carried out simultaneously:After the absorption affinity of activated sludge reaches saturation, It will lose into activity.By biological chemistry action, the large amount of organic for adsorbing and absorbing is oxidized decomposition, and activated sludge is again Activity will be presented again, recover its adsorption capacity.
Potassium Monopersulfate composite powder be dissolved in after water continuously discharged through chain reaction active oxygen so that formed hydroxyl radical free radical, The various active composition such as Both peroxyl radical, does not produce harmful substance, high-effective disinfecting.Its oxidability is stronger, aoxidizes potential energy Height, more than chloride, potassium permanganate, hydrogen peroxide etc., the chlorion in water can be oxidized to chlorine, alcohols, aldehydes etc. Oxidation operation is organic acid.
Further set:Titanium dioxide compound is added in sterilization pool and carry out ultraviolet light while step 5) is carried out According to processing, titanium dioxide compound includes nano-titania particle 1-1.2 parts, graphene oxide 1.5-1.7 in parts by weight Part, Kynoar 10.7-11.3 parts, ultraviolet lighting intensity is 2000-4000Lux.
Be arranged such, organic matter surface of graphene oxide absorption, due to the huge specific surface area of graphene, organic matter Adsorb rapidly in the solution and be gathered in the surface of graphene oxide;The organic matter in graphenic surface is adsorbed, in nano-silica In the presence of changing titanium particle photocatalysis, intermediate product, small molecule, CO are broken down into2And H2O.Pass through ultraviolet light antivirus and single over cure Potassium hydrogen phthalate composite powder carries out joint sterilizing, and sterilization effect is more preferably.
Further set:Intensity of illumination is 2900-3100Lux.
It is arranged such, intensity of illumination sterilization effect in above range is more preferable.
Further set:Titanium dioxide compound also includes 0.1-0.2 part silica flours in parts by weight.
Experiment shows that the addition of silica flour can accelerate the speed that sterilizes.
Further set:The preparation method of titanium dioxide compound is as follows:Kynoar is heated to 200 DEG C, added Graphene oxide, TiO 2 particles and silica flour carry out uniform stirring, are cooled down after mixing time 0.5h;Afterwards by the production after cooling Thing is granulated by comminutor.
Further set:Grid gap is 10-15mm in step 1).
It is arranged such, the grid before sedimentation basin typically uses 15-30mm, is up to 40mm;This programme is directed to hospital wastewater The characteristic of middle rubbish, grid gap is designed to above-mentioned size, the size rule of thumb designs.
In summary, the invention has the advantages that:Wastewater treatment speed is fast, high treating effect;And greatly reduce To harm caused by human body in processing procedure.
Embodiment
The present invention is described in further detail below.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this All protected in the right of invention by Patent Law.
Embodiment 1:A kind of sewage disposal of hospital method, step 1) waste water carry out tentatively being filtrated to get waste water A by grid;
Waste water A is passed through in regulating reservoir by step 2) to be adjusted its pH to 7-9 and obtains waste water B;
Waste water B is passed through contact-oxidation pool progress oxidation processes and obtains waste water C by step 3);
Waste water C is passed through sedimentation basin and precipitated by step 4);
The water that sedimentation basin is discharged is passed through in sterilization pool outer after sterilization arrange by step 5);
Wherein, grid gap is 12mm.(micropore biological bed is Hangzhoupro for active sludge and micropore biological bed in contact-oxidation pool Zhou Zi scapes Ingegneria Ambientale SRL produces, and model ZF5x5x5, material is polyurethane), activated sludge input amount is catalytic oxidation The 8% of water body volume in pond, micropore biological bed volume account for 18% of wastewater volume in contact-oxidation pool.
It is stirred and is aerated simultaneously when contact-oxidation pool works, gas-water ratio is 15 in contact-oxidation pool:1.Stir Mix and use submersible agitator, air is pressed into aeration tank by air compressor and is aerated.Disinfectant in sterilization pool is Potassium Monopersulfate composite powder (Shaowu Shu Mei bio tech ltd produces, and model OXY-809, dosage is 12g/ tons).
Embodiment 2:A kind of sewage disposal of hospital method, the difference with embodiment 1 are:Property sludge input amount be contact oxygen Change 5% of water body volume in pond, micropore biological bed volume accounts for 15% of wastewater volume in contact-oxidation pool., in contact-oxidation pool Gas-water ratio is 20:1.
Embodiment 3:A kind of sewage disposal of hospital method, the difference with embodiment 1 are:Property sludge input amount be contact oxygen Change 7% of water body volume in pond, micropore biological bed volume accounts for 16% of wastewater volume in contact-oxidation pool., in contact-oxidation pool Gas-water ratio is 17:1.
Embodiment 4:A kind of sewage disposal of hospital method, the difference with embodiment 1 are:Property sludge input amount be contact oxygen Change 10% of water body volume in pond, micropore biological bed volume accounts for 20% of wastewater volume in contact-oxidation pool., in contact-oxidation pool Gas-water ratio is 18:1.
Embodiment 5:Embodiment 1:A kind of sewage disposal of hospital method, step 1) waste water by grid tentatively filter To waste water A;
Waste water A is passed through in regulating reservoir by step 2) to be adjusted its pH to 7-9 and obtains waste water B;
Waste water B is passed through contact-oxidation pool progress oxidation processes and obtains waste water C by step 3);
Waste water C is passed through sedimentation basin and precipitated by step 4);
The water that sedimentation basin is discharged is passed through in sterilization pool outer after sterilization arrange by step 5);Potassium Monopersulfate is added in itself in sterilization pool Titanium dioxide compound is added on the basis of composite powder and carries out ultraviolet lighting processing, ultraviolet lighting intensity is 2100Lux;Dioxy It is waste water refers in sterilization pool 1% to change titanium compound dosage.
Wherein, grid gap is 12mm.Active sludge and micropore biological bed (micropore biological bed in contact-oxidation pool Produced for Hangzhou Zi Jing Ingegneria Ambientale SRL, model ZF5x5x5, material is polyurethane), activated sludge input amount is contact The 8% of water body volume in oxidation pond, micropore biological bed volume account for 18% of wastewater volume in contact-oxidation pool.
It is stirred and is aerated simultaneously when contact-oxidation pool works, gas-water ratio is 15 in contact-oxidation pool:1.Stir Mix and use submersible agitator, air is pressed into aeration tank by air compressor and is aerated.Disinfectant in sterilization pool is Potassium Monopersulfate composite powder (Shaowu Shu Mei bio tech ltd produces, and model OXY-809, dosage is 12g/ tons).
Titanium dioxide compound includes 1.1 parts of nano-titania particle, 1.5 parts of graphene oxide, gathered in parts by weight 10.8 parts of vinylidene.The preparation method of titanium dioxide compound is as follows:Kynoar is heated to 200 DEG C, adds oxidation Graphene, TiO 2 particles carry out uniform stirring, are cooled down after mixing time 0.5h;The product after cooling is passed through into granulation afterwards Machine is granulated, particle diameter 3mm.
Embodiment 6:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 2400Lux.Titanium dioxide compound includes 1.2 parts of nano-titania particle, 1.7 parts of graphene oxide, gathered in parts by weight 11.2 parts of vinylidene.
Embodiment 7:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 27 00Lux.Titanium dioxide compound includes 1 part of nano-titania particle, 1.6 parts of graphene oxide, gathers inclined fluorine in parts by weight 11 parts of ethene.
Embodiment 8:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 3000Lux.Titanium dioxide compound includes 1.1 parts of nano-titania particle, 1.7 parts of graphene oxide, gathered in parts by weight 10.7 parts of vinylidene.
Embodiment 9:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 3300Lux.Titanium dioxide compound includes 1 part of nano-titania particle, 1.6 parts of graphene oxide, gathered partially in parts by weight 11.3 parts of PVF.
Embodiment 10:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 3600Lux.Titanium dioxide compound includes 1.2 parts of nano-titania particle, 1.7 parts of graphene oxide, gathered in parts by weight 10.9 parts of vinylidene.
Embodiment 11:A kind of sewage disposal of hospital method, the difference with embodiment 5 are:Ultraviolet lighting intensity is 4000Lux.Titanium dioxide compound includes 1.2 parts of nano-titania particle, 1.5 parts of graphene oxide, gathered in parts by weight 11.1 parts of vinylidene.
Embodiment 12:A kind of sewage disposal of hospital method, the difference with embodiment 11 are:Ultraviolet lighting intensity is 2950Lux。
Embodiment 13:A kind of sewage disposal of hospital method, the difference with embodiment 11 are:Ultraviolet lighting intensity is 3000Lux。
Embodiment 14:A kind of sewage disposal of hospital method, the difference with embodiment 11 are:Ultraviolet lighting intensity is 3050Lux。
Embodiment 15:A kind of sewage disposal of hospital method, the difference with embodiment 11 are:Ultraviolet lighting intensity is 3100Lux。
Embodiment 16:A kind of sewage disposal of hospital method, the difference with embodiment 8 are:Titanium dioxide compound is by weight Amount number also includes 0.1 part of silica flour.
Embodiment 17:A kind of sewage disposal of hospital method, the difference with embodiment 8 are:Titanium dioxide compound is by weight Amount number also includes 0.2 part of silica flour.
Comparative example 1:A kind of sewage disposal of hospital method, the difference with embodiment 8 are:Titanium dioxide compound is by weight Number also includes 0.3 part of silica flour.
Comparative example 2:A kind of sewage disposal of hospital method, the difference with embodiment 8 are:Titanium dioxide compound is by weight Number also includes 0.5 part of silica flour.
The preparation method of titanium dioxide compound is as follows in embodiment 16-17, comparative example 1-2:Kynoar is heated To 200 DEG C, add graphene oxide, TiO 2 particles, silica flour and carry out uniform stirring, cooled down after mixing time 0.5h;Afterwards Product after cooling is granulated by comminutor, particle diameter 3mm.
Below to certain hospital wastewater (amount of inlet water:800m3/ d) sampled, and sample is detected, testing result Such as following table:
Discharge standard performs《Discharge standard of water pollutants for medical organization》(GB18466-2005), water outlet leading indicator permits Perhaps maximal emission such as following table:
The waste water of above-mentioned hospital is handled by the way of embodiment 1-4, handling duration is identical, and its result is as follows:
Shown by upper table, this programme meets sewage disposal of hospital effect《Discharge standard of water pollutants for medical organization》 (GB18466-2005)。
The waste water of above-mentioned hospital is handled by the way of embodiment 5-15, the place of control duration and embodiment 1-4 It is identical to manage duration.
Above table shows:In the case where disinfectant and optically catalytic TiO 2 act on simultaneously, Disinfection Effect is more preferable.And illumination is strong Degree best results in 2900-3100Lux.
The waste water of above-mentioned hospital is handled by the way of embodiment 13-17, comparative example 1-2, except in sterilization pool Handling duration outside, remaining handling duration all same.
Shown by above table, the addition of the silica flour of certain content (0.1-0.2 parts) can be accelerated to sterilize.

Claims (6)

  1. A kind of 1. sewage disposal of hospital method, it is characterised in that comprise the following steps:
    Step 1) waste water carries out tentatively being filtrated to get waste water A by grid;
    Waste water A is passed through in regulating reservoir by step 2) to be adjusted its pH to 7-9 and obtains waste water B;
    Waste water B is passed through contact-oxidation pool progress oxidation processes and obtains waste water C by step 3);
    Waste water C is passed through sedimentation basin and precipitated by step 4);
    The water that sedimentation basin is discharged is passed through in sterilization pool outer after sterilization arrange by step 5);
    Wherein, active sludge and micropore biological bed in contact-oxidation pool, activated sludge input amount are in contact-oxidation pool The 5-10% of water body volume, micropore biological bed volume account for the 15%-20% of wastewater volume in contact-oxidation pool;
    It is stirred and is aerated simultaneously when contact-oxidation pool works, gas-water ratio is 15~20 in contact-oxidation pool:1;
    Disinfectant in sterilization pool is Potassium Monopersulfate composite powder.
  2. A kind of 2. sewage disposal of hospital method according to claim 1, it is characterised in that:Carry out step 5) while Titanium dioxide compound is added in sterilization pool and carries out ultraviolet lighting processing, titanium dioxide compound includes nanometer in parts by weight TiO 2 particles 1-1.2 parts, graphene oxide 1.5-1.7 parts, Kynoar 10.7-11.3 parts, ultraviolet lighting intensity are 2000-4000Lux。
  3. A kind of 3. sewage disposal of hospital method according to claim 2, it is characterised in that:Intensity of illumination is 2900- 3100Lux。
  4. A kind of 4. sewage disposal of hospital method according to claim 3, it is characterised in that:Titanium dioxide compound is by weight Number also includes 0.1-0.2 part silica flours.
  5. A kind of 5. sewage disposal of hospital method according to claim 4, it is characterised in that:The preparation of titanium dioxide compound Method is as follows:Kynoar is heated to 200 DEG C, graphene oxide, TiO 2 particles and silica flour is added and is uniformly stirred Mix, cooled down after mixing time 0.5h;The product after cooling is granulated by comminutor afterwards.
  6. A kind of 6. sewage disposal of hospital method according to claim 1, it is characterised in that:Grid gap is in step 1) 10-15mm。
CN201710988217.1A 2017-10-21 2017-10-21 A kind of sewage disposal of hospital method Pending CN107555725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710988217.1A CN107555725A (en) 2017-10-21 2017-10-21 A kind of sewage disposal of hospital method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710988217.1A CN107555725A (en) 2017-10-21 2017-10-21 A kind of sewage disposal of hospital method

Publications (1)

Publication Number Publication Date
CN107555725A true CN107555725A (en) 2018-01-09

Family

ID=60986995

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710988217.1A Pending CN107555725A (en) 2017-10-21 2017-10-21 A kind of sewage disposal of hospital method

Country Status (1)

Country Link
CN (1) CN107555725A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108911299A (en) * 2018-06-14 2018-11-30 韶关学院 A kind of medical sewage multistage bactericidal unit and method based on graphene nano technology

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106927634A (en) * 2017-04-10 2017-07-07 浙江省现代建筑设计研究院有限公司 Waste water treatment system for hospitals
CN107098537A (en) * 2017-04-25 2017-08-29 杭州之江市政建设有限公司 Municipal wastewater handling process
CN107094794A (en) * 2017-05-11 2017-08-29 江苏苏沃尚新材料科技有限公司 A kind of wastewater disinfection powder, preparation method and its application method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106927634A (en) * 2017-04-10 2017-07-07 浙江省现代建筑设计研究院有限公司 Waste water treatment system for hospitals
CN107098537A (en) * 2017-04-25 2017-08-29 杭州之江市政建设有限公司 Municipal wastewater handling process
CN107094794A (en) * 2017-05-11 2017-08-29 江苏苏沃尚新材料科技有限公司 A kind of wastewater disinfection powder, preparation method and its application method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
吴向阳等: "《水污染控制工程及设备》", 31 August 2015 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108911299A (en) * 2018-06-14 2018-11-30 韶关学院 A kind of medical sewage multistage bactericidal unit and method based on graphene nano technology

Similar Documents

Publication Publication Date Title
CN107857439A (en) A kind of sewage disposal of hospital method
CN103585866A (en) Device and method for purification treatment of gas of medical waste non-incineration treatment
CN106673121A (en) Method for purifying tetracycline in sewage by photocatalysis method
CN109928586A (en) A kind of method of difficult for biological degradation organic pollutant in removal dyeing waste water
CN116571072B (en) Malodorous waste gas water-based composite absorbent and preparation method and application thereof
CN107555725A (en) A kind of sewage disposal of hospital method
CN203810571U (en) Movable type photocatalysis purification, deodorization and sterilization device
CN213623657U (en) Wastewater treatment device with sterilization function
CN105483045A (en) Strain composition for treating VOCs containing waste gas and method for treating VOCs containing waste gas
CN102764575B (en) A kind of hermetic type purification of air wash mill
CN209412039U (en) A kind of medical sewage processing integrated apparatus
CN107469772A (en) A kind of method of heavy metal classes incretion interferent in removal reverse osmosis concentrated water
CN111359435A (en) Graphene-based photocatalytic bioreactor for sterilization and ammonia removal of farm
CN114304179B (en) Titanium dioxide loaded calcium peroxide compound, disinfectant and method for inactivating pathogenic factors
CN202859726U (en) Air purification and disinfection device
CN217202377U (en) Ultraviolet and ozone integrated water treatment device
CN101327331B (en) Method for controlling toxic biogas sol in gas-solid phase bioreactor tail gas
CN210179799U (en) Air purification device capable of sterilizing and disinfecting for hospital
CN114797814A (en) Preparation method of modified natural wood material and application of modified natural wood material in sewage treatment
CN206328268U (en) A kind of industrial organic waste water processing unit
CN107487967B (en) Sewage treatment method combining photocatalysis and biology
CN208814707U (en) Ultraviolet optical coupling titanium dioxide sterilization and disinfection device
CN102755812B (en) Enclosed air purifying and washing device
CN208649074U (en) A kind of medical waste water processing unit
CN203598690U (en) Non-incineration disposal gas purification treatment device for medical waste

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180109

RJ01 Rejection of invention patent application after publication