CN107023115A - A kind of core steel construction honeycomb post - Google Patents
A kind of core steel construction honeycomb post Download PDFInfo
- Publication number
- CN107023115A CN107023115A CN201610068083.7A CN201610068083A CN107023115A CN 107023115 A CN107023115 A CN 107023115A CN 201610068083 A CN201610068083 A CN 201610068083A CN 107023115 A CN107023115 A CN 107023115A
- Authority
- CN
- China
- Prior art keywords
- post
- honeycomb
- honeycomb post
- steel construction
- core steel
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Laminated Bodies (AREA)
Abstract
A kind of core steel construction honeycomb post, it is made up of the panel of honeycomb core and its both sides, and panel surrounding is equipped with flanging, and the both sides of honeycomb post are provided with frame.The present invention is used as column using the metal honeycomb plate of long slab strip, metal beehive version is taken full advantage of from the high advantage of heavy and light, intensity, because honeycomb post is strip plate shape, pass through the assembling of polylith honeycomb post, various forms of cylinders can be formed, also, honeycomb post is also used as plate and beam is used, by different combinations, the unlimited fabric structure system for planting form can be constituted;In addition, the present invention is more convenient, it is easier to realize modularization, greatly reduce the construction period of building as the elementary cell of modular building in assembling.
Description
Technical field
The present invention relates to building field, more particularly, to a kind of core steel construction honeycomb post.
Background technology
Existing building, either slab-type apartment building or high building, are built in the form of framework.This frame construction construction period length, dismounting difficulty, structural system are single.
The developing direction of future architecture industry should be modularization.Modular architectural is that building entirety is divided into multiple building unit body structures, and the structure of this building unit body is not limited to square just as matchbox one by one;Multiple building unit body interpolations, weld together, novel building is constituted in the way of similar heap building blocks overall.Modular architectural because of its unique framework mode so that with construction period is short, convenient disassembly, the advantage of structural system diversification.
At present, the document for having many dependent moduleization buildings is disclosed in succession, such as A of document CN 104755678 disclose a kind of modular building, and it is that the building materials such as column, floor, beam are combined into building unit body, and building unit body then is combined into whole building again builds.This modular building still uses common construction material(Such as prefabricated board)Building is assembled, can not optimally shorten construction period, and its structural system is single.
The content of the invention
The purpose of the present invention, be in order to overcome prior art it is above-mentioned it is not enough there is provided it is a kind of can reduce the construction period of building, convenient disassembly, structural system diversification core steel construction honeycomb post.
The technical scheme is that:A kind of core steel construction honeycomb post, it is made up of the panel of honeycomb core and its both sides, and panel surrounding is equipped with flanging, and the both sides of honeycomb post are provided with frame.
The combination of honeycomb core and panel becomes metal honeycomb plate.
Explanation of nouns:Metal honeycomb plate includes two pieces of panels and the honeycomb core in the middle of two pieces of panels;Honeycomb core is foldable formed sheet metal;It is integral by welding shape between honeycomb core and panel.It when two pieces of panels are stressed, can be dispersed into by the honeycomb core of folding in each folded portion, so as to reduce the integrated stress of cellular board, and then increase the bulk strength of structure.
Frame is welded with the flanging of two end faces of panel or so, frame can either play a part of improving honeycomb post intensity, moreover it is possible to play a part of transfer other posts, beam, plate.
Further, the frame can be channel-section steel.Particularly, frame is that concave edge is provided with two shapes, the channel-section steels of size all same, channel-section steel.The flanging of concave edge and panel welds together.
It is that channel-section steel is welded in frame for convenience that concave edge is provided with channel-section steel.
Further, concave edge is provided with the frame, concave edge welds together with panel flanging;The outer surface of frame is concordant with the outside of panel flanging.
The cup depth of concave edge is equal with the thickness of flanging so that the outer surface of frame is concordant with the outside of flanging.The outer surface of frame four sides that ensure that whole honeycomb post concordant with the outside of flanging are straight plane, can facilitate the carrying and installation of honeycomb post.
Further, there is the groove matched with panel flanging on the U-shaped structure that the frame can also seal for sheet with rib, one side of frame.Particularly, frame is two shapes, the U-shaped structure of the sheet with rib sealing of size all same;Or, the frame of side is channel-section steel, and the frame of opposite side is the U-shaped structure that sheet with rib is sealed.
When frame is the U-shaped structure that sheet with rib is sealed, while honeycomb post intensity is further improved, various sizes of connector can also be matched, it is ensured that the reliability of connection.Groove is successfully being arranged on the flanging of panel for the U-shaped structure frame that sheet with rib is sealed for convenience.
Further, honeycomb post is provided with the hole for being used for installing or transport, and hole is arranged in the edge of honeycomb post, and there is reinforcement the vicinity in hole.
Hole is symmetrically dispersed in the upper and lower surface of honeycomb post, and the setting in hole is the lifting and transport of crane for convenience.The most crucial advantage of modular architectural is its unique package technique and transportation technology, the assembling and transport of the more convenient honeycomb post of design in hole, so as to effectively and quickly by the accumulation of whole honeycomb post, assembling, provided with reinforcement it is to strengthen the intensity of tapping near hole, after hole is opened up on the surface of honeycomb post, tapping can produce stress concentration, thus cause tapping to turn into weak load-bearing point, and these problems can then be avoided after reinforcement by being added near hole.
Further, honeycomb post can constitute " one " font post or " L " font post or " T " font post or " ten " font post or " mouth " font post.
Honeycomb post is in itself strip plate structure, and it can produce a variety of changes, and the post of different shape different structure is combined in the way of similar to heap building blocks.In the not high place of intensity requirement, it can be supported using the form of " one " font post as column, in the higher place of intensity requirement, " mouth " font post can be assembled them into, to ensure the load bearing stength of whole building;When need transfer other posts, beam, plate when, then using the form of " one " font post or " L " font post or " T " font post, diversified building body can be constituted.
Further, honeycomb post can more than one piece connect together composition shear wall structure.
Further, honeycomb post can be assembled into TEU (Twenty-foot Equivalent Unit) size, and corner fittings spacing and TEU (Twenty-foot Equivalent Unit) are completely the same.
Polylith honeycomb post can be stacked, be placed in TEU (Twenty-foot Equivalent Unit), it is ensured that its reliability and reasonability for transporting.After honeycomb post is assembled into TEU (Twenty-foot Equivalent Unit) size, integrally it is put into TEU (Twenty-foot Equivalent Unit), so as to ensure to fill up the honeycomb post for needing to transport in whole container, unsteady phenomenon will not be then produced because rocking during transport.
Further, honeycomb post is consistent with the size of plate, can be used as plate.
Further, honeycomb post is consistent with the size of crossbeam, can be used as crossbeam.
Because honeycomb post is the shape of strip plate, its not only can as column use, it is necessary to when, plate can be used as, crossbeam can also be used as.Because metal honeycomb plate is high from heavy and light, intensity, when for plate and crossbeam, the load-bearing of whole building thing can not only be reduced, moreover it is possible to increase building bulk strength.
Beneficial effects of the present invention:The present invention is used as column using the metal honeycomb plate of long slab strip, metal beehive version is taken full advantage of from the high advantage of heavy and light, intensity, because honeycomb post is strip plate shape, pass through the assembling of polylith honeycomb post, various forms of cylinders can be formed, also, honeycomb post is also used as plate and beam is used, by different combinations, the unlimited fabric structure system for planting form can be constituted;In addition, the present invention is more convenient, it is easier to realize modularization, greatly reduce the construction period of building as the elementary cell of modular building in assembling.
Using minimum unit body of the long lath as building, different columns, crossbeam and floor are built into by long lath, and pass through bolt, welding, unit is combined into building, construction period can not only be shortened to greatest extent, countless different structural system can also be created that, this mode is the major progress of construction industry.And metal honeycomb plate has from advantages such as heavy and light, intensity height because of it, building field is increasingly being applied to, the long lath forged into using metal honeycomb plate as base material can effectively realize modularization and the lightweight of building.
Below in conjunction with drawings and Examples, the invention will be further described.
Brief description of the drawings
Fig. 1-it is structural representation of the invention;
Fig. 2-be Fig. 1 A-A sectional views;
Fig. 3-it is the schematic diagram that Fig. 2 uses different shape frame;
Fig. 4-it is " one " font post schematic diagram that one piece of honeycomb post is formed;
Fig. 5-it is " T " font post schematic diagram that two pieces of honeycomb posts are formed;
Fig. 6-it is " L " font post schematic diagram that two pieces of honeycomb posts are formed;
Fig. 7-it is " ten " font post schematic diagram that four pieces of honeycomb posts are formed;
Fig. 8-it is " mouth " font post schematic diagram that four pieces of honeycomb posts are formed;
Fig. 9-constitute shear wall structure schematic diagram for honeycomb post;
Figure 10-overlay schematic diagram in container for polylith honeycomb post;
Figure 11-it is suspension hook and hole assembling schematic diagram;
Figure 12-lift by crane schematic diagram for suspension hook;
Figure 13-it is metal honeycomb plate schematic diagram.
In figure:1-steel plate, 2-reinforcement, 3-post dividing plate, 4-hole, 5-suspension hook, 6-clamp, 7-suspension rod, 101-honeycomb post.
Embodiment
Embodiment
1
As shown in Fig. 1 ~ Fig. 2 and Figure 13, a kind of core steel construction honeycomb post 101, it is made up of one piece of metal honeycomb plate 1, and metal honeycomb plate 1 includes honeycomb core 2 and is welded on the panel 3 of the both sides of honeycomb core 2, and honeycomb core 2 is foldable formed thin slice, articulamentum 4 is provided between honeycomb core 2 and panel 3, articulamentum 4 is formed by brazing mode, and honeycomb core 2 is to be folded into the thin slice for being arranged with multiple through holes 5, and through hole 5 is hexagon, the material of panel 3 is stainless steel, and the material of thin slice 5 is stainless steel foil.The surrounding of panel 3 is equipped with flanging 8, and the both sides of honeycomb post 101 are equipped with frame 6.
The frame 6 of the side of honeycomb post 101 is that concave edge 7 is provided with channel-section steel, channel-section steel, and the flanging 8 of concave edge 7 and panel 3 welds together.The cup depth of the concave edge 7 is equal with the thickness of flanging 8 so that the outer surface of frame 6 is concordant with the outside of flanging 8.The frame 6 of the opposite side of honeycomb post 101 is the U-shaped structure that sheet with rib 14 is sealed, and there is the groove 9 matched with flanging on one side of frame 6, and groove 9 can facilitate frame 6 to be arranged on the flanging 8 of panel 3.
Honeycomb post 101 is provided with the hole 10 for being used for installing or transport, and hole 10 is arranged in the edge of honeycomb post 101, and there is reinforcement 11 vicinity in hole 10.It is preferred that, hole 10 is symmetrically dispersed in the upper and lower surface of honeycomb post 101.
It is preferred that, honeycomb post 101 is consistent with the size of crossbeam, can be used as crossbeam;Honeycomb post 101 is consistent with the size of plate, can be used as plate.
Embodiment
2
As shown in Fig. 1 ~ Fig. 3 and Figure 13, embodiment 2 is roughly the same with embodiment 1, and its difference is:The frame 6 of the both sides of honeycomb post 101 is that concave edge 7 is provided with channel-section steel, channel-section steel, and the flanging 8 of concave edge 7 and panel 3 welds together.The cup depth of the concave edge 7 is equal with the thickness of flanging 8 so that the outer surface of frame 6 is concordant with the outside of flanging 8.
Embodiment
3
As shown in figure 4, monolithic honeycomb post 101 forms " one " font post, it will be understood that more than two pieces of the straight line of honeycomb post 101 connection, " one " font post can also be formed.
Embodiment
4
As shown in figure 5, two pieces of honeycomb posts 101 are combined into " T " font post, it will be understood that the honeycomb post 101 of three pieces and the above can also be combined into " T " font post.Straight line connection as described in example 2 above can be carried out by one piece or polylith honeycomb post 101, " one " the font post of the level formed on " T " font post or vertical " one " font post, " T " font post is formed by " one " the font post of level and vertical " one " font column combination.
Embodiment
5
As shown in fig. 6, two pieces of honeycomb posts 101 are combined into " L " font post, it will be understood that according to different demands, the honeycomb post 101 of three pieces and the above can also be combined into various sizes of " L " font post.
Embodiment
6
As shown in fig. 7, four pieces of honeycomb posts 101 are combined into " ten " font post, it will be understood that according to different demands, the honeycomb post 101 of five pieces and the above can also be combined into various sizes of " mouth " font post.
Embodiment
7
As shown in figure 8, four pieces of honeycomb posts 101 are combined into " mouth " font post, it will be understood that according to different demands, quantity can also be combined into various sizes of " mouth " font post for the honeycomb post 101 of 4 multiple.
Embodiment
8
As shown in figure 9, three pieces of honeycomb posts 101 are welded together in the form of straight line, shear wall structure is constituted.It is appreciated that two pieces or more than three pieces of honeycomb post 101 can also be combined into various sizes of shear wall structure in the same way.
Embodiment
9
As shown in Figure 10, polylith honeycomb post 101 is stacked, in container 102, wherein:Honeycomb post 101 is assembled into the size of TEU (Twenty-foot Equivalent Unit) 102, and the spacing of corner fittings 103 and TEU (Twenty-foot Equivalent Unit) 102 are completely the same.So combine, loading and the transport of honeycomb post 101 can be facilitated.
Embodiment
10
As is illustrated by figs. 11 and 12, honeycomb post 101 is furnished with special suspension hook 12.When needing to use crane or other hoisting machineries sling honeycomb post 101, suspension hook 12 should be arranged in hole 10.
There is the clamp 13 for preventing that suspension hook 12 from rotating on suspension hook 12.There is suspension rod 14 lower section of suspension hook 12, in initial position, first suspension hook 12 is deep into hole 10, then shackle hook 12, suspension rod 14 also and then rotates, now suspension rod 14 is connected in hole 10, and clamp 13 is stuck in the top in hole 10, when lifting suspension hook 12 with crane or other hoisting machineries, because clamp 13 is connected in hole 10, so that suspension hook 12 can not rotate, the position of suspension rod 14 is fixed, and honeycomb post 101 can be facilitated to be lifted.
Obviously, those skilled in the art can carry out various changes and modification to the present invention without departing from the spirit and scope of the present invention.So, if these modifications and variations of the present invention belong within the scope of the claims in the present invention and its equivalent technology, then the present invention also comprising these changes and changes.
Claims (11)
1. a kind of core steel construction honeycomb post, it is characterized in that:It is made up of the panel of honeycomb core and its both sides, and panel surrounding is equipped with flanging, and the both sides of honeycomb post are provided with frame.
2. a kind of core steel construction honeycomb post according to claim 1, it is characterized in that:The frame is channel-section steel.
3. a kind of core steel construction honeycomb post according to claim 1, it is characterized in that:The frame is the U-shaped structure that sheet with rib is sealed, and there is the groove matched with panel flanging on one side of frame.
4. a kind of core steel construction honeycomb post according to claim 2, it is characterized in that:Concave edge is provided with the frame, concave edge welds together with panel flanging;The outer surface of frame is concordant with the outside of panel flanging.
5. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post is provided with the hole for being used for installing or transport, and hole is arranged in the edge of honeycomb post, and there is reinforcement the vicinity in hole.
6. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post can constitute " one " font post or " L " font post or " T " font post or " ten " font post or " mouth " font post.
7. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post can more than one piece connect together composition shear wall structure.
8. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post can be assembled into TEU (Twenty-foot Equivalent Unit) size, and corner fittings spacing and TEU (Twenty-foot Equivalent Unit) are completely the same.
9. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post is consistent with the size of crossbeam, can be used as crossbeam.
10. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post is consistent with the size of plate, can be used as plate.
11. a kind of core steel construction honeycomb post according to claim any one of 1-4, it is characterized in that:Honeycomb post, which is furnished with, the clamp for preventing that suspension hook from rotating on special suspension hook, suspension hook.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610068083.7A CN107023115A (en) | 2016-02-01 | 2016-02-01 | A kind of core steel construction honeycomb post |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610068083.7A CN107023115A (en) | 2016-02-01 | 2016-02-01 | A kind of core steel construction honeycomb post |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107023115A true CN107023115A (en) | 2017-08-08 |
Family
ID=59525145
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610068083.7A Pending CN107023115A (en) | 2016-02-01 | 2016-02-01 | A kind of core steel construction honeycomb post |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107023115A (en) |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2150044Y (en) * | 1992-12-04 | 1993-12-22 | 江西朝阳机械厂 | Light-weight composite plate |
CN201003972Y (en) * | 2006-12-28 | 2008-01-09 | 葛府治 | Sensor special for hanging balance |
CN201567737U (en) * | 2009-10-28 | 2010-09-01 | 江苏华浠新型建材有限公司 | Metallic face aluminum honeycomb coreboard |
CN201778496U (en) * | 2010-08-06 | 2011-03-30 | 潍坊绿城低碳建筑科技有限公司 | Integrated wallboard hoisting structure |
CN103397696A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Building adopting aseismatic precasted reinforcing steel truss shear wall composite structure |
CN103726609A (en) * | 2014-01-02 | 2014-04-16 | 沈阳中辰钢结构工程有限公司 | Steel frame whole exterior wall board |
CN103912087A (en) * | 2014-03-21 | 2014-07-09 | 昆山生态屋建筑技术有限公司 | Heat insulation, decoration and enclosure integrated external curtain wall and production process thereof |
CN203755533U (en) * | 2013-11-13 | 2014-08-06 | 江广 | Integrated combined wallboard |
CN204136496U (en) * | 2014-07-31 | 2015-02-04 | 常州晟兴和板业有限公司 | A kind of cellular board column |
CN204311650U (en) * | 2014-10-17 | 2015-05-06 | 四川合力洁净技术股份有限公司 | The metal storehouse plate of anti-layering male and female groove concealed fastener type metal storehouse plate sheet material and formation thereof |
CN105019555A (en) * | 2015-07-24 | 2015-11-04 | 陕西昊兴房屋工程有限公司 | Novel steel reinforced concrete shearing wallboard fabricated building system |
-
2016
- 2016-02-01 CN CN201610068083.7A patent/CN107023115A/en active Pending
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2150044Y (en) * | 1992-12-04 | 1993-12-22 | 江西朝阳机械厂 | Light-weight composite plate |
CN201003972Y (en) * | 2006-12-28 | 2008-01-09 | 葛府治 | Sensor special for hanging balance |
CN201567737U (en) * | 2009-10-28 | 2010-09-01 | 江苏华浠新型建材有限公司 | Metallic face aluminum honeycomb coreboard |
CN201778496U (en) * | 2010-08-06 | 2011-03-30 | 潍坊绿城低碳建筑科技有限公司 | Integrated wallboard hoisting structure |
CN103397696A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Building adopting aseismatic precasted reinforcing steel truss shear wall composite structure |
CN203755533U (en) * | 2013-11-13 | 2014-08-06 | 江广 | Integrated combined wallboard |
CN103726609A (en) * | 2014-01-02 | 2014-04-16 | 沈阳中辰钢结构工程有限公司 | Steel frame whole exterior wall board |
CN103912087A (en) * | 2014-03-21 | 2014-07-09 | 昆山生态屋建筑技术有限公司 | Heat insulation, decoration and enclosure integrated external curtain wall and production process thereof |
CN204136496U (en) * | 2014-07-31 | 2015-02-04 | 常州晟兴和板业有限公司 | A kind of cellular board column |
CN204311650U (en) * | 2014-10-17 | 2015-05-06 | 四川合力洁净技术股份有限公司 | The metal storehouse plate of anti-layering male and female groove concealed fastener type metal storehouse plate sheet material and formation thereof |
CN105019555A (en) * | 2015-07-24 | 2015-11-04 | 陕西昊兴房屋工程有限公司 | Novel steel reinforced concrete shearing wallboard fabricated building system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2126454B1 (en) | A tank structure | |
KR102079008B1 (en) | E-z connecting structure for beam and column wherein the end-moment and bending resistibility are reinforced | |
CN106638279A (en) | Shock absorption combined type pier | |
CN107226291B (en) | Tank container | |
CN205558038U (en) | Compound carrier bar that excels in of rectangle top flange steel reinforced concrete | |
CN107023115A (en) | A kind of core steel construction honeycomb post | |
CN208616372U (en) | Three-dimensional assembled architecture superimposed sheet storage shelf | |
CN107023116A (en) | A kind of boxlike steel structure column | |
CN209668612U (en) | A kind of aerated blocks handling apparatus convenient for assembling and being used in turn | |
CN205737138U (en) | A kind of engineering transportation special dump truck container | |
CN110792068B (en) | Assembled steel bar segment for quick lining of horseshoe tunnel and assembling method | |
CN107630552A (en) | A kind of light construction aluminum alloy mould plate | |
CN209582389U (en) | Horizontal concrete component Three-dimensional storage rack | |
CN204738229U (en) | Two bearing plate cable -stay bridge cable wire tower steel anchor case anchor structures | |
CN107023102A (en) | A kind of steel frame reinforced concrete floor | |
RU154791U1 (en) | REINFORCED CONSTRUCTION COMPONENT OF BUILDING FROM CONTAINER MODULES | |
CN206734398U (en) | A kind of platform skeleton structure of quarry tipper | |
CN217759411U (en) | Double-steel-plate T-shaped combined shear structure | |
CN208716794U (en) | One kind can turnover type building regularization cage | |
CN107023101A (en) | A kind of corrugation floor of steel structure | |
CN205653974U (en) | Folded plate truss concrete slab formula component | |
CN216190307U (en) | Suspension cage for cardboard building blocks | |
CN211647522U (en) | Steel pipe bundle concrete structure of circular silo bottom of storehouse decompression awl | |
CN220790599U (en) | Wall column template | |
CN219690869U (en) | Combined trestle plate |
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: 20170808 |