CN107724720A - A kind of glass viewfinder of stabilized structure - Google Patents
A kind of glass viewfinder of stabilized structure Download PDFInfo
- Publication number
- CN107724720A CN107724720A CN201710949957.4A CN201710949957A CN107724720A CN 107724720 A CN107724720 A CN 107724720A CN 201710949957 A CN201710949957 A CN 201710949957A CN 107724720 A CN107724720 A CN 107724720A
- Authority
- CN
- China
- Prior art keywords
- block
- truss
- longitudinal bracing
- post
- glass
- 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.)
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Classifications
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- 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
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The invention discloses the glass viewfinder of stabilized structure, determine tenon part including outer tension force, the outer tension force is determined tenon part and is fixed on longitudinal bracing post, the longitudinal bracing post connects the longitudinal bracing post of the other end by the truss laterally fixed in inner side, the truss is in be equally spaced, and set up between each truss by the intersection of bridge rope, have the function that to integrate the rigid and load force between each truss, the upper and lower ends of the bridge rope are all fixed on the truss of upper and lower side by linking component.Longitudinal bracing post in the glass viewfinder of the stabilized structure limits the edge laying scope of view glass, while can also avoid glass from occurring the situation of lateral displacement in use；Suspension cable post be arranged to longitudinal bracing post and upper beam is determined to the addition of the plane or space structure of triangular element between block, may be such that between the longitudinal bracing post of both sides deform upon may when rely between resistance carry out force of inertia, so as to avoid the possibility of corner deformation.
Description
Technical field
The present invention relates to tourism building equipment, more particularly to the glass viewfinder of stabilized structure.
Background technology
Glass lookout terrace more intuitively visual space and the apparent appreciation effects of Geng Gao and is more stimulated due to it
View and admire experience and be generally used in each view place such as each scenic spot, park and loke shore, and with glass scene platform
Using more and more extensive, the use particularly at large-scale scenic spot, the security of the polycrystalline substance of bearing glass is more tested, at present
Glass lookout terrace hovering extended position need the more support columns being directly anchored on ground and grade beam to ensure whole glass
The stability of platform, but as viewing and admiring for people requires more and more higher, this supporting construction mode increasingly hinders to view and admire real
It is existing, and as crowd frequently moves, whole platform all has horizontal unstability at any time and the danger toppled.
The content of the invention
For the above situation, it can prevent horizontal unstability the technical problem to be solved in the present invention is to provide one kind and topple, and
The glass viewfinder of the stabilized structure of service life length.
To achieve the above object, the present invention provides following technical scheme：The glass viewfinder of stabilized structure, including outer
Power determines tenon part, and the outer tension force is determined tenon part and is fixed on longitudinal bracing post, and consistent with the longitudinal bracing post with top upper beam
The longitudinal axis center for determining block symmetrically determines the both ends of block in the upper beam, and the longitudinal bracing post passes through the purlin laterally fixed in inner side
Frame connects the longitudinal bracing post of the other end, and the truss is in be equally spaced, and the intersection between each truss by bridge rope is attached
If having the function that to integrate the rigid and load force between each truss, the upper and lower ends of the bridge rope all pass through hook
Joined assemblies are fixed on the truss of upper and lower side.
In one embodiment, the longitudinal bracing post includes suspension cable post, projection and groove, and its suspension cable post is certainly longitudinal
Inclined traction to upper beam is determined on block on support column, and suspension cable post extends and shunk in end naturally the projection to form hollow shape,
The inner face of longitudinal bracing post extends inwardly to form groove, and the inner face of the groove is engaged fixation with projection outer face.
In the above-described embodiments, the projection and top wedge are all in six face hollow square structures, its projection lower surface and left end
Face is all openning shape structure, and remaining is all shape structure of remaining silent on four sides, and the lower end plane area of the projection is not less than top wedge
The upper end area of plane.
In one embodiment, the truss includes color lamp, reinforcement and truss core, and the color lamp is bonded under the truss
Hold and extend along the installation direction of truss, and the truss core periphery of truss the inner surround and is attached to reinforcement.
In one embodiment, the upper beam determines block and includes underbeam to determine block, slipping block and lock-bit block, and the underbeam is determined block and put down
Row is arranged on the lower section that upper beam determines block, and upper beam determines block and underbeam is determined the cunning that can be reciprocated in itself periphery is all distributed with block
Move block, while upper beam determine block and underbeam determines the both side ends of block and is all provided with to be connected and connects mutual lock-bit block, it is described
Upper beam determines block and the underbeam and determines remaining not connected part of the inner side of block and carry out auxiliary position by slipping block to be fixedly connected.
In one embodiment, it is described link component and include screw cap, telescopic block, high intensity support spring, high intensity spiral shell
Fixture and deformation functional areas are revolved, it screws the telescopic block that movable telescopic is connected with below cap, and the high intensity supports bullet
Spring is embedded on the inside of the lower section and deformation functional areas of telescopic block, and high strength helical fixture is broken from below high intensity support spring
Deformation functional areas and protrusion.
In the above-described embodiments, it is deformation functional areas formed with gap between the reinforcement and high intensity support spring,
And high strength helical fixture screws brokenly to truss core from reinforcement, and fixation is engaged with the truss core.
Compared with prior art, the beneficial effects of the invention are as follows：Longitudinal direction branch in the glass viewfinder of the stabilized structure
Dagger limits the edge laying scope of view glass, avoids contact of the view glass with external object, while can also avoid glass
There is the situation of lateral displacement in use；Suspension cable post be arranged to longitudinal bracing post and upper beam is determined to the addition of triangle between block
The plane or space structure of shape unit, may be such that between the longitudinal bracing post of both sides deform upon may when rely between
Resistance carries out force of inertia, so as to avoid the possibility of corner deformation；It is connected between each truss by bridge rope, so as to single
A complete structure is formed between the truss of installation, overall structure is rigidly greatly improved, and has prevented single truss
Because viewing and admiring the mobility of the stream of people and unbalance stress causes horizontal end face unstability so that whole glass views and admires the possibility that platform topples
Property, greatly improve the safety in utilization of whole device.
Brief description of the drawings
Fig. 1 is panoramic structure schematic diagram of the present invention；
Fig. 2 is longitudinal bracing post of the present invention and top wedge stereogram；
Fig. 3 is the mounting structure schematic diagram that the present invention links component and truss.
Embodiment
Below with reference to the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
It will be recognized by those of ordinary skill in the art that the orientation term such as " upper end ", " lower end ", " outer ", " interior " is pin
Description term for accompanying drawing, it is not offered as the limitation of protection domain limited the claim.
Referring to Fig. 1, as shown in embodiment in accompanying drawing：The longitudinal axis center that longitudinal bracing post 200 determines block 400 by beam is symmetrical,
Longitudinal bracing post 200 is provided with two altogether, and its position determines the both ends of block 400 just at upper beam, is used not only for bearing glass
The pressure at right angle that glass is brought after being pressurized can also fetter and limit the maximum laying scope of glass either in a range of stability
Interior glass laying scope, avoids view glass from occurring the possibility of lateral displacement in long-term use so that the side of view glass
Edge point obtains the spacing distance of a safety with external environment, and outer tension force determines tenon part 100 and is fixed on longitudinal bracing post 200
On, suspension cable post 201 is determined on block 400 from inclined traction to upper beam on longitudinal bracing post 200, and suspension cable post 201 makes longitudinal bracing
Post 200 and upper beam determine not only have vertical connection status between block 400, with more the connection status of triangular shape, and oblique pull
Suo Zhu 201 can pass through the tensioning of machinery adjustment suspension cable post 201 in use at being in above the most end of glass covering position
Power, so as to carry out horizontal plane adjustment to the hanging part of glass, while when corner deformation occurs for whole truss 300, side
The stress of suspension cable post 201 to one end tilt when, longitudinal bracing post 200 herein due to when tilting all the time by suspension cable post
201, so the lower section gravity motion of longitudinal bracing post 200 now creates antagonism with the longitudinal bracing post 200 of opposite side, will longitudinal direction
The center of gravity of support column 200 retracts again from heeling condition so that the position of longitudinal bracing post 200 remain at it is fixed
In value range, the possibility of corner deformation is avoided；
In the above-described embodiments, upper beam determines block 400 and underbeam is determined block 401 and is parallel to each other, between the two by can be at itself
The slipping block 402 that periphery reciprocates is attached, in order to solve because landform reason cause level and glass weight and
The problem of construction weight skewness, it by adjusting upper beam can determine block 400 and underbeam is determined on block 401 in different zones using difference
The slipping block 402 of quantity solves, and are determined into block 400 by upper beam for slipping block 402 and underbeam is determined block 401 and is mutually permanently connected, fixed knot
The distance of point is shorter, then the structural strength at this is bigger, and weight capacity is higher, herein can flexible modulation, and the conduct of lock-bit block 403
Longitudinal bracing post 200 and upper beam determine the main body attachment structure of block 400, can not flexible modulation, ensured the base connected between the two
Plinth fastness.
Referring to Fig. 2, as shown in embodiment in accompanying drawing：Suspension cable post 201 extends and shrinks to form hollow shape in end naturally
Projection 202, so projection 202 and suspension cable post 201 be a rigid overall structure, stability is more preferable, projection 202 and pushes up
Wedge 700 is all in six face hollow square structures, and its lower surface of projection 202 and left side are all openning shape structure, and remaining is all on four sides
Remain silent shape structure, so when the inner face of groove 203 is engaged fixed with the outer face of projection 202, suspension cable post 201 is passed through
Projection 202 is fixed on support column 200, and the joint face complete and smooth after fixing, without obvious wound, for total
Service life without influence, the lower end plane area of projection 202 not less than top wedge 700 the upper end area of plane, groove 203 with it is convex
After the success fixation of block 202, top wedge 700 is embedded in the lower surface of projection 202, applies a support force from below to up so that
The tie point of groove 203 and projection 202 is thoroughly latched, between suspension cable post 201 and support column 200 this moment have anyhow to
Support force mutually support that stability is higher.
Referring to Fig. 3, as shown in embodiment in accompanying drawing：The upper and lower ends of bridge rope 500 are all fixed on by linking component 600
On the truss 300 of upper and lower side, the high strength helical fixture 604 linked in component 600 screws brokenly to purlin from reinforcement 302
At frame core 303, and fixation being engaged with truss core 303, bonding strength is high, and links component 600 and be equally distributed on truss 300,
High strength helical fixture has fully ensured distributional stability of the bridge rope 500 on truss 300, and bridge rope 500 is by multiple purlins
It is connected with each other between frame 300, has the function that to integrate the rigid and load force between each truss 300, and in order to avoid
Rigid excessive overwork between connecting node, so in the lower section of telescopic block 602 and the inner side of deformation functional areas 605
High intensity support spring 603 is embedded in, high intensity support spring 603 can will be firm between structure when connecting node stress extrudes
Frottage power and conflict power are changed into flexible force, reduce the friction between node, so as to increase service life.
Referring to Fig. 1-3, as shown in embodiment in accompanying drawing：Brought to mitigate the present apparatus under nature force majeure factor
Deformation loss, formed with gap be deformation functional areas 605 between reinforcement 302 and high intensity support spring 603, make in strength
Adaptability to changes buffer time can be provided under, discharge excessive destructive stress, increase the escape time of visitor in view, truss 300
In being equally spaced, reinforcement 302 can make truss 300 while can make full use of bulk strength, carry out the larger glass of span
Glass is lighter when supporting, and rigidity is higher, and color lamp 301 is bonded the lower end of truss 300 and extended along the installation direction of truss 300, at night
With more sight, meet the use environment of glass view.
The beneficial effects of the invention are as follows：Longitudinal bracing post in the glass viewfinder of the stabilized structure limits view glass
Edge laying scope, avoid contact of the view glass with external object, while can also avoid glass from occurring transverse direction in use
The situation of displacement；Suspension cable post be arranged to longitudinal bracing post and upper beam is determined to the addition of the plane or sky of triangular element between block
Between structure, may be such that between the longitudinal bracing post of both sides deform upon may when rely between resistance carry out inertia and support
It is anti-, so as to avoid the possibility of corner deformation；It is connected between each truss by bridge rope, so as to shape between the truss of single installation
Into a complete structure, overall structure is rigidly greatly improved, and has prevented variation of the single truss because viewing and admiring the stream of people
Property and unbalance stress causes horizontal end face unstability so that whole glass views and admires the possibility that platform topples, greatly improve whole
The safety in utilization of device.
The present invention is described in detail above by embodiment and embodiment, but these are not composition pair
The limitation of the present invention.Without departing from the principles of the present invention, those skilled in the art can also make many deformations and change
Enter, these also should be regarded as protection scope of the present invention.
Claims (7)
1. the glass viewfinder of stabilized structure, including outer tension force determine tenon part (100), it is characterised in that：The outer tension force determines tenon
Part (100) is fixed on longitudinal bracing post (200), and unanimously determines block (400) with top upper beam with the longitudinal bracing post (200)
Longitudinal axis center symmetrically determine the both ends of block (400) in the upper beam, and the longitudinal bracing post (200) pass through it is laterally solid in inner side
The longitudinal bracing post (200) of fixed truss (300) the connection other end, the truss (300) is in be equally spaced, and each truss
(300) set up between by the intersection of bridge rope (500), reach the rigid and load integrated between each truss (300)
The effect of power, the upper and lower ends of the bridge rope (500) are all fixed on the truss (300) of upper and lower side by linking component (600)
On.
2. the glass viewfinder of stabilized structure according to claim 1, it is characterised in that the longitudinal bracing post
(200) suspension cable post (201), projection (202) and groove (203) are included, its suspension cable post (201) is from longitudinal bracing post
(200) inclined traction to upper beam is determined on block (400) on, and suspension cable post (201) extend naturally and in end shrink to be formed it is hollow
The projection (202) of shape, the inner face of longitudinal bracing post (200) extend inwardly to form groove (203), the groove (203) it is interior
End face is engaged fixation with projection (202) outer face.
3. the glass viewfinder of stabilized structure according to claim 2, it is characterised in that the projection (202) and top
Wedge (700) is all in six face hollow square structures, and its projection (202) lower surface and left side are all openning shape structure, remaining four sides
It is all shape structure of remaining silent, and the lower end plane area of the projection (202) is not less than the upper end area of plane of top wedge (700).
4. the glass viewfinder of stabilized structure according to claim 1, it is characterised in that the truss (300) includes
There are color lamp (301), reinforcement (302) and a truss core (303), the color lamp (301) is bonded truss (300) lower end and along purlin
The installation direction extension of frame (300), and truss core (303) periphery of truss (300) the inner surround and is attached to reinforcement (302).
5. the glass viewfinder of stabilized structure according to claim 1, it is characterised in that the upper beam determines block (400)
Include underbeam and determine block (401), slipping block (402) and lock-bit block (403), the underbeam determines block (401) and is set in parallel in upper beam
Determine the lower section of block (400), and upper beam determines block (400) and underbeam is determined all to be distributed with block (401) and can reciprocated in itself periphery
Slipping block (402), while upper beam determines block (400) and underbeam determines the both side ends of block (401) and is all provided with and can be fixedly connected
Mutual lock-bit block (403) is connect, the upper beam determines block (400) and the underbeam determines remaining not connected part of the inner side of block (401)
Auxiliary position is carried out by slipping block (402) to be fixedly connected.
6. the glass viewfinder of stabilized structure according to claim 1, it is characterised in that described to link component (600)
Include and screw cap (601), telescopic block (602), high intensity support spring (603), high strength helical fixture (604) and deformation
Functional areas (605), it screws the telescopic block (602) that movable telescopic is connected with below cap (601), and the high intensity supports bullet
Spring (603) is embedded on the inside of the lower section and deformation functional areas (605) of telescopic block (602), and high strength helical fixture (604) is certainly high
Deformation functional areas (605) are broken below strength support spring (603) and are protruded.
7. according to the glass viewfinder of any described stabilized structure of claim 4 to 6, it is characterised in that the reinforcement
(302) it is deformation functional areas (605) formed with gap between high intensity support spring (603), and high strength helical fixture
(604) screw brokenly from reinforcement (302) to truss core (303) place, and fixation is engaged with the truss core (303).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810542915.3A CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
| CN201710949957.4A CN107724720B (en) | 2017-10-13 | 2017-10-13 | A kind of structurally stable glass viewfinder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710949957.4A CN107724720B (en) | 2017-10-13 | 2017-10-13 | A kind of structurally stable glass viewfinder |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810542915.3A Division CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107724720A true CN107724720A (en) | 2018-02-23 |
| CN107724720B CN107724720B (en) | 2018-07-17 |
Family
ID=61210794
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710949957.4A Expired - Fee Related CN107724720B (en) | 2017-10-13 | 2017-10-13 | A kind of structurally stable glass viewfinder |
| CN201810542915.3A Active CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810542915.3A Active CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN107724720B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101032668A (en) * | 2007-04-18 | 2007-09-12 | 成都死海盐疗健康馆服务有限公司 | Recreation facility of experiencing walking in high place |
| JP4380409B2 (en) * | 2004-04-30 | 2009-12-09 | 有限会社 ｅｎｇｉｎｅｅｒｓ ｎｅｔｗｏｒｋ | Glass plate support structure |
| US20120096777A1 (en) * | 2010-10-25 | 2012-04-26 | Apple Inc. | Support Structure And Building Including Same |
| CN103953145A (en) * | 2014-04-21 | 2014-07-30 | 苏州市时代工程咨询设计管理有限公司 | Semi-frame sightseeing lift panorama glass curtain wall system |
| CN203947632U (en) * | 2014-04-29 | 2014-11-19 | 广州江河幕墙***工程有限公司 | By drag-line, provide the fixture of Stability in Plane power for the horizontal girder steel of large span |
| CN105332452A (en) * | 2015-11-26 | 2016-02-17 | 中国航空规划设计研究总院有限公司 | Dragline curtain wall support system with steel truss at top and construction method thereof |
| US20160160457A1 (en) * | 2014-12-03 | 2016-06-09 | National Applied Research Laboratories | Light-Weight Temporary Bridge System and Building Method thereof |
| CN105908617A (en) * | 2016-04-25 | 2016-08-31 | 东南大学 | Glass guardrail double-layer inhaul cable supporting system pedestrian bridge structure |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3708928A (en) * | 1970-04-02 | 1973-01-09 | Kern Ag Conrad | Supporting structure |
| NL161538C (en) * | 1975-08-28 | 1980-02-15 | Hidde Smit | METHOD FOR INTERIOR CONSTRUCTION CONTAINING A SINGLE ROOF CARRIED ON BY A NUMBER OF STRAIGHT GANTRY FRAMES OF THE COLUMN SUPPORT WITH A COLUMN-FREE OVERVOLTION. |
| CN2804285Y (en) * | 2005-06-20 | 2006-08-09 | 河北华电保定电力电杆厂 | High strength concrete poles |
| CN100537975C (en) * | 2007-07-31 | 2009-09-09 | 龙信建设集团有限公司 | The job practices of inclined drawing steel truss high-supported formwork structure system |
| CN101173503A (en) * | 2007-11-20 | 2008-05-07 | 中铁大桥局集团第二工程有限公司 | Three-point walking single cable face cable-dragging suspension basket |
| CN201560400U (en) * | 2009-09-17 | 2010-08-25 | 南昌市创新钢结构有限公司 | Stayed-cable hanging basket |
| CN204510025U (en) * | 2015-02-06 | 2015-07-29 | 浙江圣翔机械有限公司 | A kind of helistop being applied to offshore work platform |
| CN106499211B (en) * | 2016-11-29 | 2018-09-11 | 中国电建集团成都勘测设计研究院有限公司 | Newly-increased outrigger frame Baogang anchor daraf(reciprocal of farad) structure |
| CN107060460B (en) * | 2017-01-24 | 2019-01-11 | 中国建筑第二工程局有限公司 | Single-upright-column flower-shaped tower and construction method thereof |
| CN107165039A (en) * | 2017-05-31 | 2017-09-15 | 广西路建工程集团有限公司 | Encorbelment mass concrete construction prestress anchoraging angle-table bracket and its construction method |
-
2017
- 2017-10-13 CN CN201710949957.4A patent/CN107724720B/en not_active Expired - Fee Related
- 2017-10-13 CN CN201810542915.3A patent/CN108756328B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4380409B2 (en) * | 2004-04-30 | 2009-12-09 | 有限会社 ｅｎｇｉｎｅｅｒｓ ｎｅｔｗｏｒｋ | Glass plate support structure |
| CN101032668A (en) * | 2007-04-18 | 2007-09-12 | 成都死海盐疗健康馆服务有限公司 | Recreation facility of experiencing walking in high place |
| US20120096777A1 (en) * | 2010-10-25 | 2012-04-26 | Apple Inc. | Support Structure And Building Including Same |
| CN103953145A (en) * | 2014-04-21 | 2014-07-30 | 苏州市时代工程咨询设计管理有限公司 | Semi-frame sightseeing lift panorama glass curtain wall system |
| CN203947632U (en) * | 2014-04-29 | 2014-11-19 | 广州江河幕墙***工程有限公司 | By drag-line, provide the fixture of Stability in Plane power for the horizontal girder steel of large span |
| US20160160457A1 (en) * | 2014-12-03 | 2016-06-09 | National Applied Research Laboratories | Light-Weight Temporary Bridge System and Building Method thereof |
| CN105332452A (en) * | 2015-11-26 | 2016-02-17 | 中国航空规划设计研究总院有限公司 | Dragline curtain wall support system with steel truss at top and construction method thereof |
| CN105908617A (en) * | 2016-04-25 | 2016-08-31 | 东南大学 | Glass guardrail double-layer inhaul cable supporting system pedestrian bridge structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108756328B (en) | 2019-11-29 |
| CN108756328A (en) | 2018-11-06 |
| CN107724720B (en) | 2018-07-17 |
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Granted publication date: 20180717 Termination date: 20181013 |