CN110905273A - Construction device for assembling super-long cross arm - Google Patents
Construction device for assembling super-long cross arm Download PDFInfo
- Publication number
- CN110905273A CN110905273A CN201911254514.9A CN201911254514A CN110905273A CN 110905273 A CN110905273 A CN 110905273A CN 201911254514 A CN201911254514 A CN 201911254514A CN 110905273 A CN110905273 A CN 110905273A
- Authority
- CN
- China
- Prior art keywords
- herringbone
- long
- cross arm
- pole
- short
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/24—Cross arms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electric Cable Installation (AREA)
Abstract
A herringbone holding pole body comprises a long herringbone holding pole and a short herringbone holding pole, and the bottom end parts of the long herringbone holding pole and the short herringbone holding pole are hinged and connected with an iron tower cross arm through a connecting base; the top ends of the long herringbone holding rod and the short herringbone holding rod are respectively provided with a main connecting hole for penetrating through a hoisting steel wire rope and a hook part for fixing the rope; the top end part of the long herringbone holding rod and the top end part of the short herringbone holding rod are connected with herringbone connecting steel wire ropes, the herringbone connecting steel wire ropes are respectively fixed with hook parts on corresponding sides, the long herringbone holding rod is positioned on an angle bisector of the herringbone connecting steel wire ropes and the vertical lifting ropes, and the other side of the top end part of the short herringbone holding rod is fixed with the cross arm of the iron tower through a balance fixing rope. This overlength cross arm assemblage construction equipment, the structure of herringbone hold pole body adopts long herringbone hold pole and short herringbone hold pole, conveniently adjusts its angle for long herringbone hold pole is located the angular bisector of herringbone connection wire rope and vertical lifting rope, and the atress is more clear.
Description
Technical Field
The invention belongs to the technical field of power grid line iron tower erection construction, and particularly relates to an overlong cross arm erection construction device.
Background
The erection of the iron tower of the power grid line is always the most important and difficult of the construction of the power grid line. At present, the iron tower assembly method of the power grid line mainly comprises two main types of integral assembly and disassembly assembly. Because the power grid line iron tower is generally large in size, the line iron tower is relatively frequently disassembled and assembled.
When a single-circuit ultrahigh voltage transmission line passes through a heavy ice area and a strong wind area, a wine glass type iron tower is often adopted, and the iron tower has a clear stress structure and high load bearing capacity. However, the cross arm is long in length and difficult to construct and hoist, the common suspension holding pole cannot be independently used, the herringbone holding pole is often used, the herringbone holding pole needs to be moved twice, construction is time-consuming and labor-consuming, and safety risk is high.
The Chinese utility model 'a multipurpose herringbone holding pole for the ultra-high voltage iron tower assembly' (publication number: CN207513297U) discloses a multipurpose herringbone holding pole for the ultra-high voltage iron tower assembly, relating to the field of the construction of the ultra-high voltage transmission line pole tower assembly. Traditional herringbone holding poles are single in function, and when the herringbone holding poles stand up, a base is unstable, and complicated braking measures need to be set. The utility model discloses a hold pole body, locate the tackle pulley group on holding pole body top by 2 pole types hold pole main parts and connect the herringbone that forms, hold the lower extreme of pole main part and pass through the articulated slab and hold the pole base articulated, 2 individual tops of holding the pole main part are passed through the connecting piece and are connected. The utility model discloses a what weigh on side is that promote base connection structure's fastness, through rotatable hinge structure, makes things convenient for the herringbone to hold the pole and realize the function of standing up as the suspension armful pole, through combining the tackle pulley group, the lifting by crane of the tower material of also being convenient for, through the length adjustment of armful pole main part to the assemblage and the tower material of adaptation co-altitude lift by crane, but it is not applicable to this application and holds the user demand of pole to the herringbone. The utility model discloses a pole structure is embraced to herringbone of multipurpose, but its side load is in the fixed of base, promotes base connection structure's fastness, and the bearing load ability of embracing the pole to the herringbone does not have too much to relate to.
The invention discloses a construction method for assembling a 1000kV linear iron tower by using double holding poles (publication number: CN 104594696B). The construction method for assembling the 1000kV linear iron tower by using the double holding poles is characterized in that the construction method for assembling the iron tower with a longer cross arm, a higher crank arm and a larger weight in a 1000kV ultrahigh voltage transmission line by using the double holding poles is used, and compared with the conventional construction method for hoisting a linear wine cup-shaped tower, the construction method is commonly used for assembling an inner-suspension outer-pull-wire single holding pole. This engineering uses two poles of embracing hoist and mount sharp goblet type tower greatly reduced construction safety risk, the instrument transportation of the mountain area topography of being convenient for, provides the safety guarantee for iron tower assemblage, has improved iron tower assemblage's efficiency of construction and economic benefits.
The Chinese invention patent 'an installation method of an ultra-high voltage transmission line wine cup type iron tower' (publication number: CN103924816B) discloses an installation method of an ultra-high voltage transmission line wine cup type iron tower, which comprises the following steps: preparation before construction; assembling the main holding pole and standing up the main holding pole; assembling and erecting tower legs on a tower footing; placing main material single pieces and tower pieces for assembling the tower body of the iron tower on the ground, lifting the main holding pole, and hoisting and assembling the tower body piece by piece; lifting the main holding pole to hoist the lower crank arm and the upper crank arm of the iron tower; hoisting the middle horizontal part; assembling the auxiliary holding pole on the ground, and hoisting the auxiliary holding pole; assembling the outer transverse flat on the ground and hoisting the outer transverse flat by using the auxiliary holding pole; installing a ground wire bracket and an iron tower accessory; carrying out maintenance and self-inspection to eliminate defects; and (5) dismantling the auxiliary holding pole and the main holding pole to finish construction. The invention solves the problem that the common holding pole is difficult to hoist and locate when the hoisting pieces such as the outer side cross arm and the like are far away from the center of the iron tower, reduces the probability of personnel and mechanical injury in the hoisting process of the outer side cross arm of the crank arm, improves the overall construction efficiency of the wine cup type iron tower, and ensures that the tower assembling construction quality is not influenced.
The two invention disclose the installation and construction method of the iron tower, the auxiliary holding pole is used during hoisting, but the length of the cross arm is long, the auxiliary holding pole needs to be moved for multiple times during actual installation, construction is time-consuming and labor-consuming, and safety risk is high.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide an overlength cross arm assembling construction device, which improves the structure of a herringbone holding pole body, realizes the matching of a long herringbone holding pole and a short herringbone holding pole, integrates the long herringbone holding pole and the short herringbone holding pole into a whole, has clear stress and improves the construction efficiency.
In order to solve the technical problems, the invention adopts the technical scheme that:
a construction device for assembling an ultra-long cross arm comprises a herringbone holding pole body, wherein the herringbone holding pole body comprises a long herringbone holding pole and a short herringbone holding pole, and the bottom end parts of the long herringbone holding pole and the short herringbone holding pole are hinged and connected with an iron tower cross arm through a connecting base;
the top end parts of the long herringbone holding rod and the short herringbone holding rod are respectively provided with a main connecting hole for penetrating a hoisting steel wire rope and a hook part for fixing the rope, and the hook parts are symmetrically arranged on the left side and the right side of the top end part;
the top end part of the long herringbone holding rod and the top end part of the short herringbone holding rod are connected with herringbone connecting steel wire ropes, the herringbone connecting steel wire ropes are respectively fixed with hook parts on corresponding sides, the long herringbone holding rod is positioned on an angle bisector of the herringbone connecting steel wire ropes and the vertical lifting ropes, and the other side of the top end part of the short herringbone holding rod is fixed with the cross arm of the iron tower through a balance fixing rope.
Pulleys are further arranged below the connecting base and drive the herringbone holding pole body to be in sliding fit with the iron tower cross arm, and sliding rails are correspondingly fixedly arranged on the iron tower cross arm.
And an external tackle is vertically and downwards arranged on the hook part on the other side of the long herringbone holding rod, and a hoisting steel wire rope penetrates through the external tackle to form a vertical hoisting rope.
The lower end part of the short herringbone holding rod is fixedly provided with a first hinge part which is of a downward single-plate structure, and a connecting hole is horizontally arranged on the first hinge part in a penetrating manner;
the lower end part of the long herringbone holding rod is fixedly provided with a second hinged part which is of a double-plate structure arranged at intervals downwards, and the double-plate structure is correspondingly provided with connecting holes penetrating through the arrangement.
The connecting base is fixedly provided with fixed baffles at intervals, the fixed baffles are correspondingly provided with penetrating fixed holes, fixed grooves for placing the first hinging parts are formed between the fixed baffles, the second hinging parts are correspondingly arranged at the outer sides of the two fixed baffles, and the second hinging parts, the connecting base and the first hinging parts are fixed by correspondingly arranged fixed bolts sequentially penetrating through the second hinging parts, the connecting base and the first hinging parts.
The invention has the beneficial effects that:
(1) this overlength cross arm assemblage construction equipment, through the improvement to people's style of calligraphy pole body, the structure of herringbone pole body adopts long herringbone pole and short herringbone pole cooperation to set up, when lifting by crane, conveniently adjusts its angle for long herringbone pole is located the angle bisector that herringbone connects wire rope and vertical lifting rope, makes long herringbone pole only bear positive pressure at the hoist and mount in-process, and the atress is more clear.
(2) During construction, a set of herringbone holding pole bodies can be respectively hoisted on two sides of a middle cross arm of an iron tower, the herringbone holding pole bodies are installed on the middle cross arm, then the outer side cross arm is sequentially hoisted, the herringbone holding pole bodies do not need to be moved back and forth on the left side and the right side, and construction efficiency and construction safety are improved.
(3) The cross arm is provided with a track, so that the long herringbone holding pole and the short herringbone holding pole can conveniently move on the track, and the track only bears the self weight of the long herringbone holding pole and the short herringbone holding pole.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the top end portion of the long and short herringbone derrick;
FIG. 3 is a schematic structural view of the long and short herringbone derrick poles hinged to the connection base;
FIG. 4 is a schematic structural view of a first hinge;
FIG. 5 is a schematic structural view of the second hinge;
FIG. 6 is a front view of the connection mount;
FIG. 7 is a side view of the connection mount;
fig. 8 is an assembly view of the connection base engaging the rail.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
The invention provides an ultra-long cross arm assembly construction device, which is shown in figures 1 to 8.
This overlength cross arm assemblage construction equipment, including the herringbone pole body, the herringbone pole body includes that long herringbone holds pole 1 and short herringbone and holds pole 2, and the bottom portion of long herringbone hold pole 1 and short herringbone hold pole 2 articulates and is connected with iron tower cross arm 4 through connecting base 3.
The top end parts of the long herringbone holding rod 1 and the short herringbone holding rod 2 are respectively provided with a main connecting hole for penetrating a hoisting steel wire rope 5 and a hook part 6 for fixing the rope, and the hook parts 6 are symmetrically arranged on the left side and the right side of the top end parts.
The top end part of the long herringbone holding rod 1 and the top end part of the short herringbone holding rod 2 are connected with herringbone connecting steel wire ropes 7, the herringbone connecting steel wire ropes 7 are respectively fixed with hook parts 6 on corresponding sides, the long herringbone holding rod 1 is positioned on an angular bisector of the herringbone connecting steel wire ropes 7 and a vertical lifting rope 51, and the other side of the top end part of the short herringbone holding rod 2 is fixed with an iron tower cross arm 4 through a balance fixing rope 8. When the herringbone derrick mast is laid before hoisting, the long herringbone derrick mast 1 is adjusted to be positioned on an angular bisector of the herringbone connecting steel wire rope 7 and the vertical hoisting rope 51, so that the long herringbone derrick mast 1 only bears positive pressure in the hoisting process.
Preferably, in order to conveniently move in actual hoisting, pulleys 31 are further arranged below the connecting base 3 to drive the herringbone holding pole body to be in sliding fit with the iron tower cross arm 4, and the iron tower cross arm 4 is correspondingly and fixedly provided with rails 41, so that the herringbone holding pole body can conveniently move on the iron tower cross arm 4, and the construction efficiency is improved.
And the hook part 6 at the other side of the long herringbone derrick 1 is vertically provided with an external tackle 61 downwards, the hoisting steel wire rope 5 penetrates through the external tackle 61 to form a vertical hoisting rope 51, the other end of the hoisting steel wire rope 5 penetrates through a main connecting hole at the top end part of the short herringbone derrick 2, then the direction is changed vertically downwards through a steering tackle 62, and finally the direction is led to the ground for motorized winching to realize hoisting operation.
A first hinge part 21 is fixedly arranged at the lower end part of the short herringbone holding rod 2, the first hinge part 21 is of a downward single-plate structure, and a connecting hole is horizontally arranged on the first hinge part 21 in a penetrating manner; the lower end part of the long herringbone holding rod 1 is further fixedly provided with a second hinged part 11, the second hinged part 11 is of a double-plate structure which is arranged downwards at intervals, and the double-plate structure is correspondingly provided with connecting holes which are arranged in a penetrating mode.
The connecting base 3 is fixedly provided with fixing baffles 31 at intervals, the fixing baffles 31 are correspondingly provided with through fixing holes 32, fixing grooves 34 for placing the first hinge parts 21 are formed between the fixing baffles 31, the second hinge parts 11 are correspondingly arranged on the outer sides of the two fixing baffles 31 and sequentially penetrate through the second hinge parts 11, the connecting base 3 and the first hinge parts 21 for fixing through correspondingly arranged fixing bolts, in addition, the bottom of the connecting base 3 is provided with lower fixing holes 33 for fixedly connecting with the iron tower cross arm 4, and the lower fixing holes are connected with the iron tower cross arm 4 through locking bolts, so that the long herringbone holding pole 1, the short herringbone holding pole 2 and the iron tower cross arm 4 are hinged and fixed.
According to the construction device for assembling the overlong cross arm, through improvement on the herringbone holding pole body, during construction, a group of herringbone holding pole bodies can be respectively hoisted on two sides of a middle cross arm of an iron tower, the herringbone holding pole bodies are installed on the middle cross arm, then the outer cross arm is sequentially hoisted, the herringbone holding pole bodies do not need to be moved back and forth on the left side and the right side, and the construction efficiency and the construction safety are improved; meanwhile, the long herringbone holding rod is positioned on an angular bisector of the herringbone connecting steel wire rope and the vertical lifting rope, so that the long herringbone holding rod only bears positive pressure in the lifting process, and the stress is clearer.
Where the words "first", "second", etc. are used in this patent to define parts, those skilled in the art will recognize that: the use of "first" and "second" is merely for convenience in describing the invention and to simplify the description, and the words are not intended to have a special meaning.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents.
Claims (5)
1. The utility model provides a construction equipment is assembled to overlength cross arm, includes that the herringbone embraces the pole body, its characterized in that: the herringbone holding pole body comprises a long herringbone holding pole and a short herringbone holding pole, and the bottom end parts of the long herringbone holding pole and the short herringbone holding pole are hinged and connected with the cross arm of the iron tower through a connecting base;
the top end parts of the long herringbone holding rod and the short herringbone holding rod are respectively provided with a main connecting hole for penetrating a hoisting steel wire rope and a hook part for fixing the rope, and the hook parts are symmetrically arranged on the left side and the right side of the top end part;
the top end part of the long herringbone holding rod and the top end part of the short herringbone holding rod are connected with herringbone connecting steel wire ropes, the herringbone connecting steel wire ropes are respectively fixed with hook parts on corresponding sides, the long herringbone holding rod is positioned on an angle bisector of the herringbone connecting steel wire ropes and the vertical lifting ropes, and the other side of the top end part of the short herringbone holding rod is fixed with the cross arm of the iron tower through a balance fixing rope.
2. The construction device for assembling the overlong cross arm as claimed in claim 1, wherein: pulleys are further arranged below the connecting base and drive the herringbone holding pole body to be in sliding fit with the iron tower cross arm, and sliding rails are correspondingly fixedly arranged on the iron tower cross arm.
3. The construction device for assembling the overlong cross arm as claimed in claim 1, wherein: and an external tackle is vertically and downwards arranged on the hook part on the other side of the long herringbone holding rod, and a hoisting steel wire rope penetrates through the external tackle to form a vertical hoisting rope.
4. The construction equipment for assembling super long crossarms according to any one of claims 1 to 3, wherein: the lower end part of the short herringbone holding rod is fixedly provided with a first hinge part which is of a downward single-plate structure, and a connecting hole is horizontally arranged on the first hinge part in a penetrating manner;
the lower end part of the long herringbone holding rod is fixedly provided with a second hinged part which is of a double-plate structure arranged at intervals downwards, and the double-plate structure is correspondingly provided with connecting holes penetrating through the arrangement.
5. The construction device for assembling the overlong cross arm as claimed in claim 4, wherein: the connecting base is fixedly provided with fixed baffles at intervals, the fixed baffles are correspondingly provided with penetrating fixed holes, fixed grooves for placing the first hinging parts are formed between the fixed baffles, the second hinging parts are correspondingly arranged at the outer sides of the two fixed baffles, and the second hinging parts, the connecting base and the first hinging parts are fixed by correspondingly arranged fixed bolts sequentially penetrating through the second hinging parts, the connecting base and the first hinging parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911254514.9A CN110905273A (en) | 2019-12-10 | 2019-12-10 | Construction device for assembling super-long cross arm |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911254514.9A CN110905273A (en) | 2019-12-10 | 2019-12-10 | Construction device for assembling super-long cross arm |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110905273A true CN110905273A (en) | 2020-03-24 |
Family
ID=69823706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911254514.9A Pending CN110905273A (en) | 2019-12-10 | 2019-12-10 | Construction device for assembling super-long cross arm |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110905273A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5934437A (en) * | 1996-05-30 | 1999-08-10 | Joysun Ltd. | Support and hoist systems |
| CN101649683A (en) * | 2008-08-13 | 2010-02-17 | 黑龙江省送变电工程公司 | Method for hoisting power transmission iron tower by assembly holding pole technology |
| WO2011082710A1 (en) * | 2010-01-07 | 2011-07-14 | Vestas Wind Systems A/S | Method of lifting a wind turbine component toward a top portion of a wind turbine tower |
| CN102659043A (en) * | 2012-05-11 | 2012-09-12 | 中建新疆建工（集团）有限公司 | Improved dismounting device for buttress rod of tower crane |
| CN103924816A (en) * | 2014-04-16 | 2014-07-16 | 山东送变电工程公司 | Installation method for cup type iron tower of ultra-high voltage transmission line |
| CN203781693U (en) * | 2014-04-16 | 2014-08-20 | 山东送变电工程公司 | Auxiliary hoisting device of crank arm outer-side cross arm of wine cup-shaped iron tower of ultra-high voltage power transmission line |
| CN107620515A (en) * | 2017-11-06 | 2018-01-23 | 贵州电网有限责任公司 | Vertical device is hung in tower section segmentation |
-
2019
- 2019-12-10 CN CN201911254514.9A patent/CN110905273A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5934437A (en) * | 1996-05-30 | 1999-08-10 | Joysun Ltd. | Support and hoist systems |
| CN101649683A (en) * | 2008-08-13 | 2010-02-17 | 黑龙江省送变电工程公司 | Method for hoisting power transmission iron tower by assembly holding pole technology |
| WO2011082710A1 (en) * | 2010-01-07 | 2011-07-14 | Vestas Wind Systems A/S | Method of lifting a wind turbine component toward a top portion of a wind turbine tower |
| CN102659043A (en) * | 2012-05-11 | 2012-09-12 | 中建新疆建工（集团）有限公司 | Improved dismounting device for buttress rod of tower crane |
| CN103924816A (en) * | 2014-04-16 | 2014-07-16 | 山东送变电工程公司 | Installation method for cup type iron tower of ultra-high voltage transmission line |
| CN203781693U (en) * | 2014-04-16 | 2014-08-20 | 山东送变电工程公司 | Auxiliary hoisting device of crank arm outer-side cross arm of wine cup-shaped iron tower of ultra-high voltage power transmission line |
| CN107620515A (en) * | 2017-11-06 | 2018-01-23 | 贵州电网有限责任公司 | Vertical device is hung in tower section segmentation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105003118B (en) | A kind of pole for assembling power transmission tower | |
| CN205387439U (en) | Mast hoisting accessory | |
| CN202672832U (en) | Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick | |
| CN103545751A (en) | Overhead power transmission line ground-wire optical-cable fitting replacement bracket | |
| CN201501737U (en) | Lifting hook device for flat-head tower machine | |
| CN201240787Y (en) | Flat-top tower crane | |
| CN202544468U (en) | Drawbar-type electrical steel tubular rod | |
| CN210177780U (en) | High light gauge steel of security | |
| CN101649683A (en) | Method for hoisting power transmission iron tower by assembly holding pole technology | |
| CN108661407A (en) | A kind of strong and easy to repair communication steel tower of wind-proof performance | |
| CN102535939A (en) | Inversely assembling process for standing stay wire V-type tower | |
| CN203359893U (en) | Portable lift | |
| CN209700441U (en) | Contact net for power supplying support device | |
| CN110905273A (en) | Construction device for assembling super-long cross arm | |
| CN203998709U (en) | A kind of super laborsaving electrical equipment lifting appliance | |
| CN216945934U (en) | Double-rocker floor holding pole | |
| CN212924179U (en) | Hoist device for assembly type building construction | |
| CN213445900U (en) | Building element lifting device | |
| CN205577583U (en) | Salvage tower system and dismantle light -duty armful of pole immediately | |
| CN209957286U (en) | Liftable simple and easy installation device of jib | |
| CN2488892Y (en) | Small cart with self loading tower type machine of varying size in revolving down style | |
| CN209276035U (en) | A kind of self-supporting superelevation Lift-on/Lift-off System | |
| CN207375669U (en) | The electronic lifting bracket of cable tunnel inner column formula cable | |
| CN207700824U (en) | A kind of body of rod draws high device | |
| CN201236098Y (en) | Combined pressure bar sling |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200324 |