CN108756328B - Structurally stable glass view platform - Google Patents
Structurally stable glass view platform Download PDFInfo
- Publication number
- CN108756328B CN108756328B CN201810542915.3A CN201810542915A CN108756328B CN 108756328 B CN108756328 B CN 108756328B CN 201810542915 A CN201810542915 A CN 201810542915A CN 108756328 B CN108756328 B CN 108756328B
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- China
- Prior art keywords
- block
- truss
- longitudinal bracing
- column
- bracing column
- Prior art date
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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
Abstract
The invention discloses structurally stable glass view platforms, tenon part is determined including outer tension, the outer tension is determined tenon part and is fixed on longitudinal bracing column, the longitudinal bracing column connects the longitudinal bracing column of the other end by the truss laterally fixed in inside, the truss is in be equally spaced, and it is set up between each truss by the intersection of bridge rope, 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 the truss of upper and lower side by linking component.The edge that longitudinal bracing column in the structurally stable glass view platform 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 two sides deformation occurs may when rely between resistance carry out force of inertia, to avoid the possibility of corner deformation.
Description
Present patent application is divisional application, and parent application number is 2017109499574, and parent application day is 2017
October 13.
Technical field
The present invention relates to tourism building equipment, more particularly to structurally stable glass view platform.
Background technique
What glass lookout terrace was stimulated due to its more intuitive visual space and higher clearer appreciation effect and more
It watches and experiences and be generally used in each scenic spot, park and loke shore etc. in each view place, and with glass lookout terrace
Use more and more extensive, especially at large-scale scenic spot use, the more safety of the bottom structure of test bearing glass, mesh
Preceding glass lookout terrace hovering extended position needs the more support columns being directly anchored on ground and ground beam to guarantee entire glass
The stability of glass platform, but as the ornamental of people requires higher and higher, this support construction mode increasingly hinders ornamental
It realizes, and as crowd frequently moves, entire platform all has horizontal unstability at any time and the danger toppled.
Summary of the invention
For above situation, horizontal unstability can be prevented the technical problem to be solved in the present invention is to provide one kind and toppled, and
Structurally stable glass view platform with long service life.
To achieve the above object, the invention provides the following technical scheme: structurally stable glass view platform, including
Outer tension determines tenon part, and the outer tension is determined tenon part and is fixed on longitudinal bracing column, and the longitudinal bracing column, with the upper of top
The longitudinal axis that beam determines block is symmetricly set on the both ends that the upper beam determines block, and the longitudinal bracing column pass through it is laterally solid in inside
The longitudinal bracing column of the fixed truss connection other end, the truss are in be equally spaced, and pass through bridge rope between each truss
Intersection is set up, and has the function that integrate the rigid and load force between each truss, the upper and lower ends of the bridge rope are all
It is fixed on the truss of upper and lower side by linking component.
In one embodiment, the longitudinal bracing column includes suspension cable column, convex block and groove, and suspension cable column is certainly vertical
Inclined traction to upper beam is determined on block on support column, and suspension cable column extends naturally and shrinks to form the convex of hollow shape in end
Block, the inner face of longitudinal bracing column extend 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 end surface 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 the truss
Lower end simultaneously 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
Row is arranged in the lower section that upper beam determine block, and upper beam determine block and underbeam determine all to be distributed on block can be in the round-trip of itself periphery
Slipping block, while upper beam determines block and underbeam determines the both side ends of block and is all provided with and can be connected and fixed the mutual lock-bit block of connection, institute
It states upper beam and determines block and the underbeam and determine 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-intensitive support spring, high-intensitive spiral shell
Fixing piece and deformation functional areas are revolved, the telescopic block for being connected with movable telescopic below cap, the high-intensitive support bullet are screwed
Spring is embedded on the inside of the lower section and deformation functional areas of telescopic block, and high strength helical fixing piece is broken from below high-intensitive support spring
Open form becomes 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-intensitive support spring,
And high strength helical fixing piece screws brokenly from reinforcing rib to truss core, and is engaged fixation with the truss core.
Compared with prior art, the beneficial effects of the present invention are: longitudinal direction in the structurally stable glass view platform
The edge that support column 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 in glass；Suspension cable column be set as longitudinal bracing column and upper beam is determined to be added between block
The plane or space structure of triangular element, may make between the longitudinal bracing column of two sides deformation occurs may when by each other
Between resistance carry out force of inertia, to avoid the possibility of corner deformation；It is connected between each truss by bridge rope, from
And a complete structural body is formed between the truss individually installed, overall structure is rigidly greatly improved, and has prevented list
Unbalance stress leads to horizontal end face unstability to a truss so that the ornamental platform of entire glass topples due to watching the mobility of the stream of people
A possibility that, greatly improve the safety in utilization of whole device.
Detailed description of the invention
Fig. 1 is panoramic structure schematic diagram of the present invention；
Fig. 2 is longitudinal bracing column of the present invention and top wedge perspective view；
Fig. 3 is the mounting structure schematic diagram that the present invention links component and truss.
Specific embodiment
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 description, 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 it is all its
His 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 positional terms such as " upper end ", " lower end ", "outside", "inner" are needles
For the description term of attached drawing, it is not offered as the limitation of the protection scope limited the claim.
Referring to Fig. 1, as shown in embodiment in attached drawing: longitudinal bracing column 200 determines the longitudinal axis center of block 400 by beam
Symmetrically, longitudinal bracing column 200 is provided with two altogether, and its position determines the both ends of block 400 just at upper beam, not only uses
Bring pressure at right angle can also fetter and limit the maximum range that is laid with of glass either at one after bearing glass and being pressurized
Glass in range of stability is laid with range, avoids view glass from occurring the possibility of lateral displacement in long-term use, so that view
The marginal portion of glass and external environment obtain the spacing distance of a safety, and outer tension determines tenon part 100 and is fixed on longitudinal direction
On support column 200, suspension cable column 201 is determined on block 400 from inclined traction to upper beam on longitudinal bracing column 200, suspension cable
Column 201 makes longitudinal bracing column 200 and upper beam determine not only have vertical connection status between block 400, has more triangle
The connection status of shape, and suspension cable column 201 is at the most end top of glass covering position, can pass through machinery in use
The tensile force of suspension cable column 201 is adjusted, carries out horizontal plane adjustment so as to the hanging part to glass, while working as entire truss
300 when occurring corners deformation, when 201 stress of suspension cable column of side is tilted to one end, longitudinal bracing column 200 herein
Due to inclination when always by suspension cable column 201, so the 200 same other side of lower section gravity motion of longitudinal bracing column at this time
Longitudinal bracing column 200 create antagonism, the center of gravity of longitudinal bracing column 200 is retracted again from heeling condition so that
A possibility that position of longitudinal bracing column 200 remains in fixed value range, avoids corner deformation；
In the above-described embodiments, upper beam determines block 400 and underbeam determines block 401 and is parallel to each other, between the two by can be
The slipping block 402 that itself periphery moves back and forth is attached, in order to solve to lead to level and glass weight because of landform reason
The problem of amount and construction weight are unevenly distributed can determine block 400 by adjusting upper beam and underbeam determines different zones on block 401
The interior slipping block 402 using different number solves, and upper beam is determined block 400 to slipping block 402 and underbeam determines 401 phase of block
It is mutually fixedly connected, the distance of stationary nodes is shorter, then the structural strength at this is bigger, and load-bearing capacity is higher, can flexibly adjust herein
Section, and lock-bit block 403 determines the main body connection structure of block 400 as longitudinal bracing column 200 and upper beam, can not flexible modulation,
The being built on the rock property connected between the two is ensured.
Referring to fig. 2, as shown in embodiment in attached drawing: suspension cable column 201 extend naturally and in end shrink to be formed it is hollow
The convex block 202 of shape, 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 be all in six face hollow square structures, 202 lower end surface of convex block and left side are all openning shape structure,
Remaining is all silent shape structure on four sides, so when the inner face of groove 203 is engaged fixed with 202 outer end face of convex block, tiltedly
Drag-line column 201 is able to be fixed on support column 200 by convex block 202, and the joint face complete and smooth after fixing, nothing
Obvious wound, for total service life without influence, the lower end plane area of convex block 202 is not less than top wedge 700
The upper end area of plane, groove 203 and convex block 202 success fixation after, top wedge 700 be embedded in convex block 202
Lower end surface applies a support force from below to up, so that groove 203 and the tie point of convex block 202 are thoroughly latched, this moment
Suspension cable column 201 and support column 200 between have anyhow to support force mutually support that stability is higher.
Referring to Fig. 3, as shown in embodiment in attached drawing: the upper and lower ends of bridge rope 500 are all solid by linking component 600
It is scheduled on the truss 300 of upper and lower side, links the high strength helical fixing piece 604 in component 600 from reinforcing rib 302
It screwing brokenly to truss core 303, and is engaged fixation with truss core 303, bonding strength is high, and link component 600 etc.
Away from being distributed on truss 300, high strength helical fixing piece has sufficiently ensured that distribution of the bridge rope 500 on truss 300 is steady
Qualitative, bridge rope 500 will be connected with each other between multiple truss 300, and the rigidity reached between each truss 300 of integration is strong
The effect of degree and load force, and in order to avoid the excessive overwork of rigid between connecting node, so in telescopic block
It is embedded in high-intensitive support spring 603 on the inside of 602 lower section and deformation functional areas 605, when connecting node stress squeezes
High-intensitive support spring 603 can by between structure rigid frictional force and conflict power be changed into flexible force, reduce node it
Between friction, to increase service life.
Referring to Fig. 1-3, as shown in embodiment in attached drawing: in order to mitigate present apparatus band under nature force majeure factor
The deformation loss come is formed between reinforcing rib 302 and high-intensitive support spring 603 and is had the gap as deformation functional areas 605,
It can provide adaptability to changes buffer time under forceful action, discharge excessive destructive stress, increase the escape time of tourist in view,
For truss 300 in being equally spaced, reinforcing rib 302 can make truss 300 while can make full use of bulk strength, into
Lighter when the biggish glass support of row span, rigidity is higher, and color lamp 301 is bonded 300 lower end of truss and along truss 300
Installation direction extends, and has more ornamental value at night, meets the use environment of glass view.
The beneficial effects of the present invention are: the longitudinal bracing column in the structurally stable glass view platform limits view
The edge of glass is laid with range, avoids contact of the view glass with external object, while also can avoid glass and occurring in use
The case where lateral displacement；Suspension cable column be set as longitudinal bracing column and upper beam is determined to be added to the flat of triangular element between block
Face or space structure, may make between the longitudinal bracing column of two sides deformation occurs may when rely between resistance into
Row force of inertia, to avoid the possibility of corner deformation；It is connected between each truss by bridge rope, thus individually install
A complete structural body is formed between truss, overall structure is rigidly greatly improved, and has prevented single truss because ornamental
The mobility of the stream of people and unbalance stress leads to horizontal end face unstability so that entire glass watches a possibility that platform topples, greatly
The safety in utilization of whole device is improved greatly.
Above by specific embodiment and embodiment, invention is explained in detail, but these are not composition pair
Limitation of the 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 (5)
1. structurally stable glass view platform, including outer tension determine tenon part (100), it is characterised in that: the outer tension is fixed
Tenon part (100) is fixed on longitudinal bracing column (200), and the longitudinal bracing column (200), determines block (400) with the upper beam of top
Longitudinal axis be symmetricly set on the both ends that the upper beam determines block (400), and the longitudinal bracing column (200) passes through in inside transverse direction
The longitudinal bracing column (200) of fixed truss (300) the connection other end, the truss (300) is in being equally spaced, and each truss
(300) it is set up between by the intersection of bridge rope (500), reaches the rigid and load integrated between each truss (300)
The effect of power, the truss (300) that the upper and lower ends of the bridge rope (500) are all fixed on upper and lower side by linking component (600)
On, the longitudinal bracing column (200) includes suspension cable column (201), convex block (202) and groove (203), suspension cable column
(201) determine on block (400) from inclined traction to upper beam on longitudinal bracing column (200), and suspension cable column (201) extend naturally and in
The convex block (202) to form hollow shape is shunk in end, and the inner face of longitudinal bracing column (200) extends inwardly to form groove (203), institute
It states the inner face of groove (203) and convex block (202) outer end face is engaged fixation, the truss (300) includes color lamp (301), adds
Strengthening tendons (302) and truss core (303), the color lamp (301) are bonded truss (300) lower end and the installation along truss (300)
Direction extends, and truss core (303) periphery of truss (300) inner end surround and is attached to reinforcing rib (302).
2. structurally stable glass view platform according to claim 1, which is characterized in that the convex block (202) and
Pushing up wedge (700) is all in six face hollow square structures, and convex block (202) lower end surface and left side are all openning shape structure, remaining four
Face is all silent shape structure, and the lower end plane area of the convex block (202) is not less than the upper end area of plane on top wedge (700).
3. structurally stable glass view platform according to claim 1, which is characterized in that the reinforcing rib (302)
It is formed and is had the gap as deformation functional areas (605) between high-intensitive support spring (603), and high strength helical fixing piece (604)
It screws brokenly from reinforcing rib (302) at truss core (303), and is engaged fixation with the truss core (303).
4. structurally stable glass view platform according to claim 1, which is characterized in that the upper beam determines block
It (400) include that underbeam determines block (401), slipping block (402) and lock-bit block (403), the underbeam is determined block (401) and is arranged in parallel in
Upper beam determines the lower section of block (400), and upper beam determine block (400) and underbeam determine all to be distributed on block (401) can be round-trip in itself periphery
Mobile slipping block (402), at the same upper beam determine block (400) and underbeam determine block (401) both side ends be all provided with can connect it is solid
Surely connect mutual lock-bit block (403), the upper beam determines block (400) and the underbeam determine the inside of block (401) remaining is not connected
Part carries out auxiliary position by slipping block (402) and is fixedly connected.
5. structurally stable glass view platform according to claim 1, which is characterized in that described to link component
It (600) include to screw cap (601), telescopic block (602), high-intensitive support spring (603), high strength helical fixing piece (604)
With deformation functional areas (605), the telescopic block (602) that movable telescopic is connected with below cap (601), the high intensity are screwed
Support spring (603) is embedded on the inside of the lower section and deformation functional areas (605) of telescopic block (602), high strength helical fixing piece
(604) deformation functional areas (605) are broken from below high-intensitive support spring (603) and are protruded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810542915.3A CN108756328B (en) | 2017-10-13 | 2017-10-13 | Structurally stable glass view platform |
Applications Claiming Priority (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 |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710949957.4A Division CN107724720B (en) | 2017-10-13 | 2017-10-13 | A kind of structurally stable glass viewfinder |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108756328A CN108756328A (en) | 2018-11-06 |
| CN108756328B true CN108756328B (en) | 2019-11-29 |
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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 After (1)
| 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 |
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 |
| CN107724720B (en) | 2018-07-17 |
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Effective date of registration: 20191106 Address after: 311800 room 1902, unit 1, building 1, Anping community, No. 98 Xiang'an Road, Jiyang street, Zhuji City, Shaoxing City, Zhejiang Province Applicant after: Zhuji Houqi Equity Investment Co., Ltd Address before: 450000 Lianyun Road 123, Erqi District, Zhengzhou City, Henan Province Applicant before: Huanghe S & T College |
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Effective date of registration: 20200703 Address after: Room 3-3-102, Mausoleum Road, Fengyang County, Chuzhou City, Anhui Province Patentee after: Anhui Fengyang Meiju Glass Products Co.,Ltd. Address before: 311800 room 1902, unit 1, building 1, Anping community, No. 98 Xiang'an Road, Jiyang street, Zhuji City, Shaoxing City, Zhejiang Province Patentee before: Zhuji Houqi Equity Investment Co.,Ltd. |
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