CN113251210A - Inverted installation construction method for riser of super high-rise tubular well - Google Patents

Inverted installation construction method for riser of super high-rise tubular well Download PDF

Info

Publication number
CN113251210A
CN113251210A CN202110523643.4A CN202110523643A CN113251210A CN 113251210 A CN113251210 A CN 113251210A CN 202110523643 A CN202110523643 A CN 202110523643A CN 113251210 A CN113251210 A CN 113251210A
Authority
CN
China
Prior art keywords
pipe
well
construction
vertical
pipeline
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
CN202110523643.4A
Other languages
Chinese (zh)
Inventor
赵羽斌
卫芷
王文涌
刘勇庆
穆锦峰
秦宏磊
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.)
China Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian Group 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 China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN202110523643.4A priority Critical patent/CN113251210A/en
Publication of CN113251210A publication Critical patent/CN113251210A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/0243Laying or reclaiming pipes on land, e.g. above the ground above ground
    • F16L1/0246Laying or reclaiming pipes on land, e.g. above the ground above ground at a certain height off the ground
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06Accessories therefor, e.g. anchors

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention belongs to the technical field of high-rise pipe well installation construction of buildings, and particularly relates to a 'flip-chip method' installation construction method of a riser of a super high-rise pipe well. The method comprises the following steps of S100, dividing the construction into a low zone, a middle zone and a high zone according to the number of building layers; s200, transporting the tube well vertical tube to the corresponding tube well of the first floor, installing a main hoist at the highest floor of the low floor, and installing an auxiliary hoist at the top plate of the tube well of 1 floor, wherein the construction sequence is that the construction is carried out from the high floor to the low floor in sequence; s300, lifting and hoisting a first section of pipeline at the first-layer pipe well by using a main hoisting block positioned at the top plate of the highest-layer pipe well in a low region; s400, lifting a vertical second section of pipeline by using an auxiliary hoist at the top plate of the 1-layer pipe well; s500, adjusting the positioning of the first section of pipeline and the second section of pipeline, carrying out integral lifting, and sequentially repeating the steps to carry out welding and hoisting until the connection of the whole vertical pipe is finished; s600, performing pipeline connection of other stand pipes in the high region; s700, repeating the steps S200 and S600, and constructing the vertical pipes of the construction sections of the middle area and the low area in sequence.

Description

Inverted installation construction method for riser of super high-rise tubular well
Technical Field
The invention belongs to the technical field of high-rise pipe well installation construction of buildings, and particularly relates to a 'flip-chip method' installation construction method of a riser of a super high-rise pipe well.
Background
In recent decades, with rapid development of economy and improvement of science and technology, super high-rise buildings have also been developed rapidly. The super high-rise skyscrapers rise everywhere like spring shoots after rain, and have become a new landmark in many cities. Super high-rise buildings have many advantages in urban construction today where land is tight and densely populated. The super high-rise building has small floor area, improves the land utilization rate, enlarges the vacant land of urban areas, is beneficial to urban greening and improves the sanitary environment. Meanwhile, the urban land is compact, so that facilities such as roads, pipelines and the like can be centralized, and municipal investment cost and the like can be saved.
However, super high-rise buildings offer great convenience and also great challenges to building construction, such as: the total height of a certain engineering building reaches 245.8 meters, pipe wells are penetrated from three underground layers to 46 layers, the pipe diameter of the vertical pipe of the electromechanical air conditioner is maximum phi 377 x 9, the total number is 8, the hoisting construction difficulty of the vertical pipe in the pipe well is high, the traditional process flow is that the vertical pipes are connected and installed from bottom to top, the horizontal conveying pipes of the pipes are placed on each layer to the pipe wells, and the vertical and horizontal conveying times of the pipes are increased; in the installation process, the hoisting point is continuously moved along with the floor, and manpower, materials and the like are added; the construction speed is slow and the like; the construction speed is slow; in addition, the welding quality of the traditional process for the narrow space of the vertical pipe close to the wall part is difficult to ensure, and the vertical connection between the upper vertical pipe and the lower vertical pipe is difficult to achieve.
Therefore, it is an urgent technical problem for those skilled in the art to complete construction based on quality guarantee, quantity guarantee, construction period guarantee and construction safety guarantee.
Disclosure of Invention
The invention provides a method for installing and constructing a riser of an ultra-high-rise tubular well by a 'flip-chip method' in order to solve the problems.
The invention adopts the following technical scheme: a 'flip-chip method' installation and construction method of a riser of a super high-rise tubular well comprises the following steps.
S100, dividing the construction sections into a low zone, a middle zone and a high zone according to the number of the building layers;
s200, transporting the tube well vertical tube to the corresponding tube well of the first floor, installing a main hoist at the highest floor of the low floor, and installing an auxiliary hoist at the top plate of the tube well of 1 floor, wherein the construction sequence is that the construction is carried out from the high floor to the low floor in sequence;
s300, lifting and hoisting a first section of pipeline at the first-layer pipe well by using a main hoisting block positioned at the top plate of the highest-layer pipe well in a low region;
s400, after the first section of pipeline is lifted, lifting a vertical second section of pipeline by using an auxiliary hoist at the top plate of the 1-layer pipe well;
s500, adjusting the positioning of the first section of pipeline and the second section of pipeline, ensuring that the two sections of pipeline are vertical and butt-jointed, welding the pipelines, and lifting the whole pipeline after the two sections of pipeline are firmly welded. Then hoisting a third section of vertical pipe by using an auxiliary hoist, and sequentially repeating the steps to perform welding and hoisting until the connection of the whole vertical pipe is finished;
s600, connecting pipelines of other vertical pipes in the high area, lifting the vertical pipes in the high area one by one to an installation position after the connection construction of all the vertical pipes in the high area is finished, and fixing the vertical pipe supports of the high area until all the vertical pipes in the high area are constructed;
s700, repeating the steps S200 and S600, and constructing the vertical pipes of the construction sections of the middle area and the low area in sequence.
In step S100, the construction sections in the low zone are located below 16 floors, the construction sections in the middle zone are located between 17 floors and 32 floors, and the construction sections in the high zone are located above 33 floors.
And in the pipe well lifting process, a pipe well vertical pipe fixing support is arranged at the pipe well mouth of each layer and used for fixing the pipe well vertical pipe.
In the pipe well lifting process, a pipe well vertical pipe sliding support is installed on the outer side of a pipe well and comprises a plurality of groups of vertical pipe brackets, steel pipes are installed on the pipe brackets, the pipe brackets are fixed to channel steel through bolts, steel plates are welded to the two ends of the channel steel, and the steel plates are fixed to floor beams through expansion bolts.
Compared with the prior art, the invention changes the traditional method of connecting and installing pipelines from bottom to top one by one, reduces unnecessary horizontal and vertical transportation times of each layer, avoids the phenomenon of poor welding quality in a narrow space close to a wall riser, can accelerate the construction progress, effectively controls the quality of each process, achieves the one-time excellent project, greatly reduces the later maintenance cost, lightens the pressure of the construction period, and ensures the construction safety.
Drawings
FIG. 1 is a schematic structural view of a riser fixing bracket of a tube well;
fig. 2 is a schematic structural diagram of a tube well riser sliding support.
Detailed Description
Taking a certain engineering of construction as an example:
according to the design and distribution of the engineering pipe well risers, the construction of the risers is divided into three construction sections of a low zone, a middle zone and a high zone according to the number of building layers, the construction sections of the low zone are arranged from 3 underground layers to 16 underground layers, and the construction sections of the middle zone are arranged from 17 underground layers to 32 underground layers, and 33 layers to 46 layers are used as the construction sections of the high zone.
All the tube well vertical tubes are placed at the corresponding tube well of the first floor through transportation, the construction sequence is that the construction is carried out in turn from a high area to a low area by a 'flip-chip method', and the hoisting equipment mainly comprises tools such as an electric hoist, a manual hoist and a steel wire rope.
As shown in fig. 1 and 2, a method for installing and constructing a riser of an ultra-high-rise tubular well by a "flip-chip method" comprises the following specific steps.
S100, dividing the construction sections into a low zone, a middle zone and a high zone according to the number of the building layers;
s200, transporting the tube well vertical tube to the corresponding tube well of the first floor, installing a main hoist at the highest floor of the low floor, and installing an auxiliary hoist at the top plate of the tube well of 1 floor, wherein the construction sequence is that the construction is carried out from the high floor to the low floor in sequence;
s300, lifting and hoisting a first section of pipeline at the first-layer pipe well by using a main hoisting block positioned at the top plate of the highest-layer pipe well in a low region;
s400, after the first section of pipeline is lifted, lifting a vertical second section of pipeline by using an auxiliary hoist at the top plate of the 1-layer pipe well;
s500, adjusting the positioning of the first section of pipeline and the second section of pipeline, ensuring that the two sections of pipeline are vertical and butt-jointed, welding the pipelines, and lifting the whole pipeline after the two sections of pipeline are firmly welded. Then hoisting a third section of vertical pipe by using an auxiliary hoist, and sequentially repeating the steps to perform welding and hoisting until the connection of the whole vertical pipe is finished;
s600, connecting pipelines of other vertical pipes in the high area, lifting the vertical pipes in the high area one by one to an installation position after the connection construction of all the vertical pipes in the high area is finished, and fixing the vertical pipe supports in the high area until all the vertical pipes in the high area are constructed.
S700, repeating the steps S200 and S600, and constructing the vertical pipes of the construction sections of the middle area and the low area in sequence.
The use effect is as follows:
1) by adopting the construction process of the tube well vertical tube 'flip-chip method', the construction quality of the vertical tube is greatly improved, the verticality of the vertical tube is ensured to be within the standard allowable range, namely less than 5L per thousand, the welding alignment straightness between pipelines is within 1/100, the whole process is not more than 10 mm, the welding appearance is smooth, and no adverse phenomena such as welding beading exist.
2) Ensure the safety of the construction of the vertical pipe of the pipe well
The pipeline construction working face is fixed, and a series of work such as welding, connection and the like is only carried out at the pipe well of the two-layer floor, so that the occurrence of safety accidents of personnel operation is greatly avoided.
The pipeline hoisting adopts a construction sequence of a 'flip-chip method', so that the potential safety hazard of horizontal transportation of each layer of the pipeline is greatly avoided, the horizontal transportation of the pipeline is only arranged at the first layer, the transportation is safe, the vertical transportation of the pipeline is only limited in a construction pipe well, the influence surface is small, and the safety is ensured.
The distance of pipeline vertical hoisting is short, because of adopting the construction of "flip-chip method", the distance of hoisting the riser perpendicularly at every turn is only the distance of a pipeline, the risk that the greatly reduced pipeline dropped, even take place to drop, its perpendicular distance is also only one deck height, can not cause very big danger.
After finishing the work at every turn on duty at the same day, can transfer whole riser perpendicularly to first floor pipe well department platform on, the hoist and mount calabash no longer bears the riser pulling force, and the pipeline is attached to on the pipe well wall, need not personnel and guard, ensures pipe well riser safety, and the riser is transferred apart from weak point, only is the one deck height, and construction convenience pulls up it again on the second day and continues the construction, improves pipe well riser safety greatly.
3) Greatly shorten the construction time of the tube well vertical tube, improve the working efficiency of workers, and compared the traditional construction method with the 'normal installation method': the 'flip-chip method' shortens the time of 25-35 days compared with the traditional construction time with the same workload.
4) The comprehensive economic benefits are far more than the following: the construction method not only greatly improves the construction quality, improves the construction progress and reduces the safety cost, but also is advanced, and the social benefit is far greater than the economic benefit.

Claims (4)

1. A 'flip-chip method' installation and construction method of a riser of a super high-rise tubular well is characterized in that: comprises the following steps of (a) carrying out,
s100, dividing the construction sections into a low zone, a middle zone and a high zone according to the number of the building layers;
s200, transporting the tube well vertical tube to the corresponding tube well of the first floor, installing a main hoist at the highest floor of the low floor, and installing an auxiliary hoist at the top plate of the tube well of 1 floor, wherein the construction sequence is that the construction is carried out from the high floor to the low floor in sequence;
s300, lifting and hoisting a first section of pipeline at the first-layer pipe well by using a main hoisting block positioned at the top plate of the highest-layer pipe well in a low region;
s400, after the first section of pipeline is lifted, lifting a vertical second section of pipeline by using an auxiliary hoist at the top plate of the 1-layer pipe well;
s500, adjusting the positioning of the first section of pipeline and the second section of pipeline, ensuring that the two sections of pipeline are vertical and butt-jointed, welding the pipelines, lifting the whole body after the two sections of pipeline are firmly welded, lifting a third section of vertical pipe by using an auxiliary hoist, and repeating the steps in sequence to weld and lift the vertical pipe until the whole vertical pipe is completely connected;
s600, connecting pipelines of other vertical pipes in the high area, lifting the vertical pipes in the high area one by one to an installation position after the connection construction of all the vertical pipes in the high area is finished, and fixing the vertical pipe supports of the high area until all the vertical pipes in the high area are constructed;
s700, repeating the steps S200 and S600, and constructing the vertical pipes of the construction sections of the middle area and the low area in sequence.
2. The method for installing and constructing the riser of the ultra-high-rise tubular well by the inverted method according to claim 1, wherein the method comprises the following steps: in the step S100, the construction sections in the low zone are below 16 floors, the construction sections in the middle zone are between 17 floors and 32 floors, and the construction sections in the high zone are above 33 floors.
3. The method for installing and constructing the riser of the ultra-high-rise tubular well by the inverted method according to claim 1, wherein the method comprises the following steps: in the pipe well lifting process, a pipe well vertical pipe fixing support (1) is arranged at the pipe well mouth of each layer and used for fixing a pipe well vertical pipe.
4. The method for installing and constructing the riser of the ultra-high-rise tubular well by the inverted method according to claim 1, wherein the method comprises the following steps: in the pipe shaft lifting process, a pipe shaft vertical pipe sliding support is installed on the outer side of a pipe shaft and comprises a plurality of groups of pipe brackets (4) which are vertically arranged, a steel pipe (3) is installed on each pipe bracket (4), the pipe brackets (4) are fixed on channel steel (5) through bolts, steel plates (2) are welded at the two ends of the channel steel (5), and the steel plates (2) are fixed on floor beams through expansion bolts.
CN202110523643.4A 2021-05-13 2021-05-13 Inverted installation construction method for riser of super high-rise tubular well Pending CN113251210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110523643.4A CN113251210A (en) 2021-05-13 2021-05-13 Inverted installation construction method for riser of super high-rise tubular well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110523643.4A CN113251210A (en) 2021-05-13 2021-05-13 Inverted installation construction method for riser of super high-rise tubular well

Publications (1)

Publication Number Publication Date
CN113251210A true CN113251210A (en) 2021-08-13

Family

ID=77181762

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110523643.4A Pending CN113251210A (en) 2021-05-13 2021-05-13 Inverted installation construction method for riser of super high-rise tubular well

Country Status (1)

Country Link
CN (1) CN113251210A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114182790A (en) * 2021-11-25 2022-03-15 中铁建设集团华东工程有限公司 Construction method of tube well vertical tube in super high-rise building engineering
CN114933231A (en) * 2022-04-08 2022-08-23 上海市安装工程集团有限公司 Row pipe bundle hoisting tool and construction method thereof
CN116177404A (en) * 2023-04-23 2023-05-30 中建安装集团有限公司 Intelligent construction device and method for multiple vertical pipes in narrow space of super high-rise building

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002088825A (en) * 2000-09-18 2002-03-27 Susumu Fujii Arrangement device and arrangement method for water supply equipment sleeve by outdoor cold district buried header
CN101798869A (en) * 2009-12-29 2010-08-11 广东省工业设备安装公司 Method for automatically centering and inversely installing vertical shaft pipelines
CN103243926A (en) * 2013-05-13 2013-08-14 中建五局第三建设有限公司 Construction method for hoisting pipe well vertical pipe in high-rise building engineering
CN103603504A (en) * 2013-11-26 2014-02-26 中建二局第三建筑工程有限公司 Method of hoisting super high-rise building electrochemical large-diameter rises along with progress of main structure
US20170108146A1 (en) * 2015-05-01 2017-04-20 Pipeline Products Specialty Company Systems and methods for a pipe support
CN107378295A (en) * 2017-09-13 2017-11-24 中国二十二冶集团有限公司 The application method of large diameter pipe pipe fitting method, installation equipment and equipment in pipe well
CN107956923A (en) * 2017-11-20 2018-04-24 中国五冶集团有限公司 A kind of pipe well standpipe construction method of installation
CN111364766A (en) * 2020-03-18 2020-07-03 中建三局第二建设工程有限责任公司 Synchronous construction method of vertical pipe along with main structure
CN111962821A (en) * 2020-07-10 2020-11-20 广东省工业设备安装有限公司 Automatic centering and inverting method for vertical shaft pipeline
CN112012507A (en) * 2020-09-18 2020-12-01 河北建设集团股份有限公司 Layering reverse installation device for oversized vertical air pipes and construction method
CN212503601U (en) * 2020-06-16 2021-02-09 山西四建集团有限公司 Installation die for unit sections of vertical pipes of pipe well

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002088825A (en) * 2000-09-18 2002-03-27 Susumu Fujii Arrangement device and arrangement method for water supply equipment sleeve by outdoor cold district buried header
CN101798869A (en) * 2009-12-29 2010-08-11 广东省工业设备安装公司 Method for automatically centering and inversely installing vertical shaft pipelines
CN103243926A (en) * 2013-05-13 2013-08-14 中建五局第三建设有限公司 Construction method for hoisting pipe well vertical pipe in high-rise building engineering
CN103603504A (en) * 2013-11-26 2014-02-26 中建二局第三建筑工程有限公司 Method of hoisting super high-rise building electrochemical large-diameter rises along with progress of main structure
US20170108146A1 (en) * 2015-05-01 2017-04-20 Pipeline Products Specialty Company Systems and methods for a pipe support
CN107378295A (en) * 2017-09-13 2017-11-24 中国二十二冶集团有限公司 The application method of large diameter pipe pipe fitting method, installation equipment and equipment in pipe well
CN107956923A (en) * 2017-11-20 2018-04-24 中国五冶集团有限公司 A kind of pipe well standpipe construction method of installation
CN111364766A (en) * 2020-03-18 2020-07-03 中建三局第二建设工程有限责任公司 Synchronous construction method of vertical pipe along with main structure
CN212503601U (en) * 2020-06-16 2021-02-09 山西四建集团有限公司 Installation die for unit sections of vertical pipes of pipe well
CN111962821A (en) * 2020-07-10 2020-11-20 广东省工业设备安装有限公司 Automatic centering and inverting method for vertical shaft pipeline
CN112012507A (en) * 2020-09-18 2020-12-01 河北建设集团股份有限公司 Layering reverse installation device for oversized vertical air pipes and construction method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
马立: "超高层管井内空调水立管安装技术", 《工程技术研究》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114182790A (en) * 2021-11-25 2022-03-15 中铁建设集团华东工程有限公司 Construction method of tube well vertical tube in super high-rise building engineering
CN114933231A (en) * 2022-04-08 2022-08-23 上海市安装工程集团有限公司 Row pipe bundle hoisting tool and construction method thereof
CN116177404A (en) * 2023-04-23 2023-05-30 中建安装集团有限公司 Intelligent construction device and method for multiple vertical pipes in narrow space of super high-rise building
CN116177404B (en) * 2023-04-23 2023-09-15 中建安装集团有限公司 Intelligent construction device and method for multiple vertical pipes in narrow space of super high-rise building

Similar Documents

Publication Publication Date Title
CN113251210A (en) Inverted installation construction method for riser of super high-rise tubular well
CN108468430B (en) Hoisting and sliding construction method for large-span unequal-height support steel truss structure
CN103243926B (en) Construction method for hoisting pipe well vertical pipe in high-rise building engineering
CN101126279B (en) Silo slipform construction technique
CN107013038B (en) A kind of steel structure slipping of building roof lighting Zhongting changes column construction method
CN103603504B (en) The dynamo-electric heavy caliber standpipe of super highrise building is with the method for main body progress lifting construction
US11280055B1 (en) Construction device and method for lateral bracing in ultra-deep foundation pit with silt
CN103510702B (en) Steel core concrete column pin type concrete pouring construction method
CN103123016B (en) Construction method for laying gas pipelines along bridge
CN107130770A (en) A kind of high-rise building air conditioner water vertical shaft Large Diameter Pipeline standpipe inversion construction method
CN109505309B (en) Pipe gallery segment displacement system and pipe gallery installation method using same
CN201367728Y (en) Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction
CN201417657Y (en) Installation device of indoor transformer
CN114232805B (en) Construction method of ultrahigh-height large-span steel concrete beam hanging structure
CN105569242A (en) Assembling method for composite floor slabs
CN108331429B (en) Method for installing tubular high-rise steel structure
CN103615047B (en) The method that lighting roof steel truss and curtain wall are installed high up in the air
CN113148893A (en) Hydraulic jacking load-bearing support and mounting method thereof
CN109534189A (en) Hoisting construction method for cast-in-situ core tube structure of assembled integral frame
CN114215309A (en) BIM-based piping shaft installation construction method
CN215928643U (en) Foundation ditch truss apron braced system convenient to below pipeline normal position protection
WO2003048469A1 (en) Method for constructing tier building and special jack equipment thereof
CN102392534B (en) Aluminum alloy building template assembly
CN217761022U (en) Comprehensive operation trolley for construction of air cushion type surge chamber of hydropower station
CN115306435A (en) Hydropower station air cushion type surge chamber construction comprehensive operation trolley and use method thereof

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: 20210813

RJ01 Rejection of invention patent application after publication