CN107724720B - A kind of structurally stable glass viewfinder - Google Patents
A kind of structurally stable glass viewfinder Download PDFInfo
- Publication number
- CN107724720B CN107724720B CN201710949957.4A CN201710949957A CN107724720B CN 107724720 B CN107724720 B CN 107724720B CN 201710949957 A CN201710949957 A CN 201710949957A CN 107724720 B CN107724720 B CN 107724720B
- Authority
- CN
- China
- Prior art keywords
- block
- truss
- longitudinal bracing
- column
- bracing column
- 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.)
- Expired - Fee Related
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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
- 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
Abstract
The invention discloses structurally stable glass viewfinders, determine tenon part including outer tension, the outer tension is determined tenon part and is fixed on longitudinal bracing column, the longitudinal bracing column is by the way that in inside, laterally fixed truss connects the longitudinal bracing column of the other end, the truss is in be equally spaced, and it is set up by the intersection of bridge rope between each truss, have the function that integrate the rigid and load force between each truss, the upper and lower ends of the bridge rope are all fixed on by linking component on the truss of upper and lower side.The edge that longitudinal bracing column in the structurally stable glass viewfinder limits view glass is laid with range, while also can avoid glass and occurring the case where lateral displacement in use；Suspension cable column be set as longitudinal bracing column and upper beam determines plane or space structure that triangular element is added between block, may make between the longitudinal bracing column of both sides deform upon may when rely between resistance carry out force of inertia, to avoid the possibility of corner deformation.
Description
Technical field
The present invention relates to tourism building equipment, more particularly to structurally stable glass viewfinder.
Background technology
Glass lookout terrace is due to its more intuitive visual space and the clearer appreciation effect of higher and more stimulates
It watches and experiences and be generally used in each scenic spot, park and loke shore etc. in each view place, and with glass scene platform
Using more and more extensive, the use especially at large-scale scenic spot, the safety of the bottom structure 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 ground beam to ensure entire glass
The stability of platform, but as the ornamental of people requires higher and higher, this support construction mode increasingly hinders ornamental real
It is existing, and as crowd frequently moves, entire platform all has horizontal unstability at any time and the danger toppled.
Invention content
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
Structurally stable glass viewfinder with long service life.
To achieve the above object, the present invention provides the following technical solutions：Structurally stable glass viewfinder, including open outside
Power determines tenon part, and the outer tension is determined tenon part and is fixed on longitudinal bracing column, and the longitudinal bracing column, determines block with the upper beam of top
Longitudinal axis be symmetricly set on the both ends that the upper beam determines block, and the longitudinal bracing column passes through in the lateral fixed truss in inside
The longitudinal bracing column of the other end is connected, the truss is in be equally spaced, and set up by the intersection of bridge rope between each truss,
Have the function that integrate the rigid and load force between each truss, the upper and lower ends of the bridge rope are all by linking group
Part is fixed on the truss of upper and lower side.
In one embodiment, the longitudinal bracing column includes suspension cable column, convex block and groove, and suspension cable column is certainly longitudinal
Inclined traction to upper beam is determined on block on support column, and suspension cable column extends and shunk in end the convex block to form hollow shape naturally,
The inner face of longitudinal bracing column extends inwardly to form groove, and the inner face of the groove is engaged fixation with convex block outer end face.
In the above-described embodiments, the convex block and top wedge are all in six face hollow square structures, convex block lower face and left end
Face is all openning shape structure, remaining is all silent shape structure on four sides, and the lower end plane area of the convex block is not less than top wedge
The upper end area of plane.
In one embodiment, the truss includes color lamp, reinforcing rib and truss core, and the color lamp is bonded under the truss
It holds and extends along the installation direction of truss, and the truss core periphery of truss inner end surround and is attached to reinforcing rib.
In one embodiment, it includes that underbeam determines block, slipping block and lock-bit block that the upper beam, which determines block, and it is flat that the underbeam determines block
The lower section that block is determined in upper beam is arranged in row, and upper beam determines block and underbeam determines that the cunning that can be moved back and forth in itself periphery is all distributed on 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 fixed and connects mutual lock-bit block, it is described
Upper beam determines block and the underbeam and determines remaining not connected part of the inside of block and carry out auxiliary position by slipping block to be fixedly connected.
In one embodiment, the component that links includes to screw cap, telescopic block, high intensity support spring, high intensity spiral shell
Fixing piece and deformation functional areas are revolved, the telescopic block for being connected with movable telescopic below cap is screwed, the high intensity supports bullet
Spring is embedded on the inside of lower section and the deformation functional areas of telescopic block, and high strength helical fixing piece is broken from below high intensity support spring
Deformation functional areas and protrusion.
In the above-described embodiments, it is formed and is had the gap as deformation functional areas between the reinforcing rib and high intensity support spring,
And high strength helical fixing piece screws brokenly from reinforcing rib to truss core, and it is engaged fixation with the truss core.
Compared with prior art, the beneficial effects of the invention are as follows：Longitudinal branch in the structurally stable glass viewfinder
The edge that dagger limits view glass is laid with range, avoids contact of the view glass with external object, while also can avoid glass
There is the case where lateral displacement in use；Suspension cable column be set as longitudinal bracing column and upper beam is determined to be added to triangle between block
The plane or space structure of shape unit, may make between the longitudinal bracing column of both sides deform upon may when rely between
Resistance carries out force of inertia, to avoid the possibility of corner deformation；It is connected by bridge rope between each truss, to single
A complete structure is formed between the truss of installation, overall structure is rigidly greatly improved, and has prevented single truss
Unbalance stress leads to horizontal end face unstability so that entire glass watches the possibility that platform topples due to watching the mobility of the stream of people
Property, greatly improve the safety in utilization of whole device.
Description of the drawings
Fig. 1 is panoramic structure schematic diagram of the present invention；
Fig. 2 is longitudinal bracing column of the present invention and top wedge stereogram；
Fig. 3 is the mounting structure schematic diagram that the present invention links component and truss.
Specific implementation mode
Below with reference to the attached drawing in the embodiment of the present invention, technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It will be recognized by those of ordinary skill in the art that the orientation term such as " upper end ", " lower end ", "outside", "inner" is needle
For the description term of attached drawing, it is not offered as the limitation of the protection domain limited the claim.
Referring to Fig. 1, as shown in embodiment in attached drawing：The longitudinal axis center that longitudinal bracing column 200 determines block 400 by beam is symmetrical,
Longitudinal bracing column 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 range that is laid with of glass either in a range of stability
Interior glass is laid with range, 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 determines tenon part 100 and is fixed on longitudinal bracing column 200
On, suspension cable column 201 is determined from inclined traction to upper beam on longitudinal bracing column 200 on block 400, and suspension cable column 201 makes longitudinal bracing
Column 200 and upper beam determine not only have vertical connection status between block 400, have more the connection status of triangular shape, and oblique pull
Suo Zhu 201 can pass through the tensioning of machinery adjustment suspension cable column 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 entire truss 300, side
201 stress of suspension cable column when being tilted to one end, longitudinal bracing column 200 herein due to when tilting always by suspension cable column
201, so 200 lower section gravity motion of longitudinal bracing column at this time creates antagonism with the longitudinal bracing column 200 of the other side, it will be longitudinal
The center of gravity of support column 200 retracts again from heeling condition so that the position of longitudinal bracing column 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 determines block 401 and is mutually parallel, between the two by can be at itself
Periphery move back and forth slipping block 402 be attached, in order to solve because landform reason cause level and glass weight and
The problem of construction weight is unevenly distributed, can determine block 400 by adjusting upper beam and underbeam is determined to use difference on block 401 in different zones
The slipping block 402 of quantity solves, and upper beam is determined block 400 to slipping block 402 and underbeam determines block 401 and is mutually permanently connected, fixed knot
The distance of point is shorter, then the structural strength at this is bigger, and load-bearing capacity is higher, herein can flexible modulation, and 403 conduct of lock-bit block
Longitudinal bracing column 200 and upper beam determine the main body connection 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 attached drawing：Suspension cable column 201 extends and shrinks to form hollow shape in end naturally
Convex block 202, so convex block 202 and suspension cable column 201 are a rigid overall structure, stability is more preferable, convex block 202 and top
Wedge 700 is all in six face hollow square structures, and 202 lower face of convex block and left side are all openning shape structure, remaining is all on four sides
Silent shape structure, so when the inner face of groove 203 is engaged fixed with 202 outer end face of convex block, suspension cable column 201 is passed through
Convex block 202 is fixed on support column 200, and the joint face complete and smooth after fixing, without apparent wound, for total
Service life without influence, the lower end plane area of convex block 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 face of convex block 202, applies a support force from below to up so that
Groove 203 and the tie point of convex block 202 are thoroughly latched, between suspension cable column 201 and support column 200 this moment have anyhow to
Support force mutually support, stability higher.
Referring to Fig. 3, as shown in embodiment in attached 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 fixing piece 604 linked in component 600 screws brokenly to purlin from reinforcing rib 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 fixing piece 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 integrate the rigid and load force between each truss 300, and in order to avoid
Rigid excessive overwork between connecting node, so in 605 inside of the lower section of telescopic block 602 and deformation functional areas
It is embedded in high intensity support spring 603, high intensity support spring 603 can will be rigid between structure when connecting node stress squeezes
Frottage power and conflict power are changed into flexible force, reduce the friction between node, to increase service life.
Referring to Fig. 1-3, as shown in embodiment in attached drawing：It is brought under nature force majeure factor to mitigate the present apparatus
Deformation loss, formed and had the gap as deformation functional areas 605 between reinforcing rib 302 and high intensity support spring 603, made in strength
Adaptability to changes buffer time can be provided under, discharge excessive destructive stress, increase the escape time of tourist in view, truss 300
In being equally spaced, reinforcing rib 302 can make truss 300 while can make full use of bulk strength, carry out the larger glass of span
Lighter, rigidity higher when glass supports, color lamp 301 is bonded 300 lower end of truss and extends along the installation direction of truss 300, at night
With more ornamental value, meet the use environment of glass view.
The beneficial effects of the invention are as follows：Longitudinal bracing column in the structurally stable glass viewfinder limits view glass
Edge be laid with range, avoid contact of the view glass with external object, while also can avoid glass and occurring transverse direction in use
The case where displacement；Suspension cable column be set as longitudinal bracing column and upper beam determines plane or sky that triangular element is added between block
Between structure, may make between the longitudinal bracing column of both sides deform upon may when rely between resistance carry out inertia and support
It is anti-, to avoid the possibility of corner deformation；It is connected by bridge rope between each truss, shape between the truss to individually install
At a complete structure, overall structure is rigidly greatly improved, and has prevented variation of the single truss because watching the stream of people
Property and unbalance stress leads to horizontal end face unstability so that entire glass watches the possibility that platform topples, greatly improve entire
The safety in utilization of device.
Above by specific implementation mode and embodiment, invention is explained in detail, 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
Into these also should be regarded as protection scope of the present invention.
Claims (7)
1. structurally stable glass viewfinder, including outer tension determine tenon part（100）, it is characterised in that：The outer tension determines tenon
Part（100）It is fixed on longitudinal bracing column（200）On, and the longitudinal bracing column（200）, block is determined with the upper beam of top（400）'s
Longitudinal axis is symmetricly set on the upper beam and determines block（400）Both ends, and the longitudinal bracing column（200）By laterally solid in inside
Fixed truss（300）Connect the longitudinal bracing column of the other end（200）, the truss（300）In being equally spaced, and each truss
（300）Between pass through bridge rope（500）Intersection set up, reach and integrate each truss（300）Between rigid and load
The effect of power, the bridge rope（500）Upper and lower ends all by linking component（600）It is fixed on the truss of upper and lower side（300）
On.
2. structurally stable glass viewfinder according to claim 1, which is characterized in that the longitudinal bracing column
（200）It include suspension cable column（201）, convex block（202）And groove（203）, suspension cable column（201）From longitudinal bracing column
（200）Upper inclined traction to upper beam determines block（400）On, and suspension cable column（201）Naturally extend and in end shrink to be formed it is hollow
The convex block of shape（202）, longitudinal bracing column（200）Inner face extend inwardly to form groove（203）, the groove（203）It is interior
End face and convex block（202）Outer end face occlusion is fixed.
3. structurally stable glass viewfinder according to claim 2, which is characterized in that the convex block（202）The top and
Wedge（700）All it is in six face hollow square structures, convex block（202）Lower face and left side are all openning shape structure, remaining four sides
It is all silent shape structure, and the convex block（202）Lower end plane area not less than top wedge（700）The upper end area of plane.
4. structurally stable glass viewfinder according to claim 1, which is characterized in that the truss（300）Including
There is color lamp（301）, reinforcing rib（302）With truss core（303）, the color lamp（301）It is bonded the truss（300）Lower end and along purlin
Frame（300）Installation direction extend, and truss（300）The truss core of inner end（303）Periphery surround and is attached to reinforcing rib（302）.
5. structurally stable glass viewfinder according to claim 4, which is characterized in that the reinforcing rib（302）With
High intensity support spring（603）Between formed and have the gap as deformation functional areas（605）, and high strength helical fixing piece（604）From
Reinforcing rib（302）On screw brokenly to truss core（303）Place, and with the truss core（303）Occlusion is fixed.
6. structurally stable glass viewfinder according to claim 1, which is characterized in that the upper beam determines block（400）
Include that underbeam determines block（401）, slipping block（402）With lock-bit block（403）, the underbeam determines block（401）It is arranged in parallel in upper beam
Determine block（400）Lower section, and upper beam determines block（400）Determine block with underbeam（401）On be all distributed with and can be moved back and forth in itself periphery
Slipping block（402）, while upper beam determines block（400）Determine block with underbeam（401）Both side ends be all provided with and can be fixedly connected
Connect mutual lock-bit block（403）, the upper beam determines block（400）Determine block with the underbeam（401）Remaining not connected part of inside
By slipping block（402）Auxiliary position is carried out to be fixedly connected.
7. structurally stable glass viewfinder according to claim 1, which is characterized in that described to link component（600）
Include to screw cap（601）, telescopic block（602）, high intensity support spring（603）, high strength helical fixing piece（604）And deformation
Functional areas（605）, screw cap（601）Lower section be connected with the telescopic block of movable telescopic（602）, the high intensity support bullet
Spring（603）It is embedded in telescopic block（602）Lower section and deformation functional areas（605）Inside, high strength helical fixing piece（604）From height
Strength support spring（603）Lower section breaks deformation functional areas（605）And it is prominent.
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 CN107724720A (en) | 2018-02-23 |
| CN107724720B true CN107724720B (en) | 2018-07-17 |
Family
ID=61210794
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810542915.3A Active CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
| CN201710949957.4A Expired - Fee Related CN107724720B (en) | 2017-10-13 | 2017-10-13 | A kind of structurally stable glass viewfinder |
Family Applications Before (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 |
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| CN (2) | CN108756328B (en) |
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| 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. |
| JP4380409B2 (en) * | 2004-04-30 | 2009-12-09 | 有限会社 ｅｎｇｉｎｅｅｒｓ ｎｅｔｗｏｒｋ | Glass plate support structure |
| CN2804285Y (en) * | 2005-06-20 | 2006-08-09 | 河北华电保定电力电杆厂 | High strength concrete poles |
| 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 |
| 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 |
| 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 | 广州江河幕墙系统工程有限公司 | By drag-line, provide the fixture of Stability in Plane power for the horizontal girder steel of large span |
| TWI564452B (en) * | 2014-12-03 | 2017-01-01 | 財團法人國家實驗研究院 | Light-weight temporary bridge system and building method thereof |
| 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 |
| CN105332452B (en) * | 2015-11-26 | 2017-10-13 | 中国航空规划设计研究总院有限公司 | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss |
| CN105908617B (en) * | 2016-04-25 | 2017-07-18 | 东南大学 | Glass guardrail double-layer cable support system overpass structure |
| 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 | A kind of list column flower-shape tower and its construction method |
| 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 CN201810542915.3A patent/CN108756328B/en active Active
- 2017-10-13 CN CN201710949957.4A patent/CN107724720B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN108756328A (en) | 2018-11-06 |
| CN107724720A (en) | 2018-02-23 |
| CN108756328B (en) | 2019-11-29 |
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Granted publication date: 20180717 Termination date: 20181013 |