CN112227741A - A hoisting structure of a large glass rib - Google Patents
A hoisting structure of a large glass rib Download PDFInfo
- Publication number
- CN112227741A CN112227741A CN202011165890.3A CN202011165890A CN112227741A CN 112227741 A CN112227741 A CN 112227741A CN 202011165890 A CN202011165890 A CN 202011165890A CN 112227741 A CN112227741 A CN 112227741A
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- CN
- China
- Prior art keywords
- glass rib
- clamp
- suspension
- glass
- matched
- 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
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Classifications
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- 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
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明公开了一种大型玻璃肋的吊装结构，包含建筑上梁、悬吊架、转动吊臂、转动吊夹、玻璃肋、槽钢夹具、支撑底座和建筑地台；悬吊架固定安装在建筑上梁上，转动吊臂固定安装在悬吊架上，转动吊夹的上端与转动吊臂铰接，转动吊夹的下端与玻璃肋的上端配合，玻璃肋的下端与槽钢夹具配合，槽钢夹具安装在支撑底座上，支撑底座固定安装在建筑地台上；本方案的玻璃肋采用吊挂形式，安装更换方便，提高了玻璃肋的稳定性；玻璃肋以及上下连接件的加工及组装均在加工车间进行，只需现场吊装固定，提高了施工效率；优化后的玻璃肋顶部和底部结构可以消除大跨度玻璃肋的安装误差，并能保证玻璃肋的平整度，降低了玻璃的爆片率，提高了产品使用的安全性，节约了材料，降低了建造及维修成本。
The invention discloses a large-scale glass rib hoisting structure, comprising a building upper beam, a suspension frame, a rotating boom, a rotating hanging clip, a glass rib, a channel steel clamp, a supporting base and a building platform; the suspension frame is fixedly installed on the On the upper beam of the building, the rotating boom is fixedly installed on the suspension frame, the upper end of the rotating clamp is hinged with the rotating boom, the lower end of the rotating clamp is matched with the upper end of the glass rib, the lower end of the glass rib is matched with the channel steel clamp, and the groove The steel fixture is installed on the support base, and the support base is fixedly installed on the building platform; the glass rib of this scheme is in the form of hanging, which is convenient for installation and replacement, and improves the stability of the glass rib; the processing and assembly of the glass rib and the upper and lower connecting parts All are carried out in the processing workshop, and only need to be hoisted and fixed on site, which improves the construction efficiency; the optimized top and bottom structures of the glass rib can eliminate the installation error of the large-span glass rib, ensure the flatness of the glass rib, and reduce the explosion of the glass. The film rate is improved, the safety of product use is improved, materials are saved, and construction and maintenance costs are reduced.
Description
Technical Field
The invention relates to a hoisting structure of a large glass rib, belonging to the technical field of glass rib curtain walls.
Background
Along with the continuous dilatation of domestic and foreign infrastructure construction, the use of building curtain also demonstrates the situation that steadily rises, and the building curtain of our familiar includes metal curtain, glass curtain, stone material curtain etc. and full glass rib curtain receives architect's favor because of its penetrating, pleasing to the eye, more is applied to in the public building in big space.
The point-supported glass rib glass curtain wall mainly comprises a glass panel and glass ribs, wherein the glass ribs are of a supporting structure, as glass belongs to a brittle material, the elastic modulus and the strength are much lower than those of steel, the rigidity of the glass ribs outside a plane is lower, the possibility of lateral instability is high, and the instability is easy to occur particularly when the span of the glass ribs is larger.
The installation drawback and the installation error of traditional way lead to the unable installation of glass plate to target in place, and glass rib and glass panels hang down straightness and can't guarantee, and glass plate local processing problem is more, and glass explodes the piece rate height, has brought great potential safety hazard and maintenance replacement cost, and outer curtain wall is uneven, can't satisfy the architect to the requirement of curtain effect, and the waterproof performance of curtain can't obtain guaranteeing.
Disclosure of Invention
The invention aims to provide a hoisting structure of a large glass rib to overcome the defects of the prior art.
In order to achieve the purpose, the invention adopts the technical scheme that: a hoisting structure of a large glass rib comprises a building upper beam, a suspension frame, a rotary suspension arm, a rotary suspension clamp, a glass rib, a channel steel clamp, a support base and a building platform; the suspension frame is fixedly installed on an upper beam of a building, the rotating suspension arm is fixedly installed on the suspension frame, the upper end of the rotating suspension clamp is hinged to the rotating suspension arm, the lower end of the rotating suspension clamp is matched with the upper end of a glass rib, the lower end of the glass rib is matched with a channel steel clamp, the channel steel clamp is installed on a supporting base, and the supporting base is fixedly installed on a building platform.
Preferably, the rotating suspension clamp comprises a rotating connecting plate, a transverse plate and two clamping plates, the two clamping plates are respectively arranged on two sides of the glass rib, the upper ends of the two clamping plates are respectively connected and fixed with two sides of the transverse plate through screws, the two clamping plates clamp the glass rib through a locking part, and the rotating connecting plate is fixedly arranged on the transverse plate; the rotary suspension arm comprises two suspension plates which are respectively positioned at two sides of the rotary connecting plate, the rotary connecting plate is matched with the two suspension plates through a hinged part, and the two suspension plates are also provided with reinforcing wing plates.
Preferably, the channel steel clamp is a channel steel structure formed by a plurality of stainless steel plates, the glass rib is inserted into the channel steel clamp, and the glass rib is matched with the channel steel clamp through structural adhesive.
Preferably, a positioning baffle is arranged on the supporting base, one side of the channel steel clamp is matched with the positioning baffle, and the positioning baffle is used for limiting the transverse position of the channel steel clamp.
Preferably, the support base is provided with a vertical long hole, and the channel steel clamp is matched with the vertical long hole in the support base through a welding plate bolt assembly.
Due to the application of the technical scheme, compared with the prior art, the invention has the following advantages:
the glass rib is fixed on the main body structure in a hanging mode, so that the glass rib is convenient to install and replace, the stability of the glass rib is improved, and the installation requirement of a vertical large-span glass rib curtain wall is met; the processing and the assembly of the glass ribs and the upper and lower connecting pieces are carried out in a processing workshop, and only the bolts on the steel adapter pieces are hoisted and fixed on the main body structure on site, so that the construction efficiency is improved; the optimized top and bottom structures of the glass rib can eliminate the installation error of the large-span glass rib, ensure the flatness of the glass rib, reduce the burst rate of glass, improve the use safety of products, save materials and reduce the construction and maintenance cost.
Drawings
The technical scheme of the invention is further explained by combining the accompanying drawings as follows:
FIG. 1 is a schematic view of a hoisting structure of a large glass rib according to the present invention;
FIG. 2 is a schematic front view of the rotary boom and the rotary clamp according to the present invention;
FIG. 3 is a schematic side view of the rotary boom and the rotary clamp according to the present invention;
fig. 4 is a schematic structural view of the channel steel clamp and the support base according to the present invention.
Detailed Description
The invention is described in further detail below with reference to the figures and the embodiments.
As shown in fig. 1-4, the hoisting structure for large glass ribs of the present invention comprises an upper building beam 1, a suspension frame 2, a rotating suspension arm 3, a rotating suspension clamp 4, glass ribs 5, a channel steel clamp 6, a support base 7 and a building platform 8.
The suspension frame 2 is fixedly arranged on the upper beam 1 of the building, the rotating suspension arm 3 is fixedly arranged on the suspension frame 2, the rotating suspension clamp 4 comprises a rotating connecting plate 11, a transverse plate 12 and two clamping plates 13, the two clamping plates 13 are respectively arranged on two sides of the glass rib 5, the upper ends of the two clamping plates 13 are respectively connected and fixed with two sides of the transverse plate 12 through screws, the two clamping plates 13 clamp the glass rib 5 through locking components 14, and the locking components 14 can adopt an aluminum sleeve structure with glue injection; the rotating connecting plate 11 is fixedly arranged on the transverse plate 12; the rotating suspension arm 3 comprises two suspension plates 21, the two suspension plates 21 are respectively located at two sides of the rotating connecting plate 11, the rotating connecting plate 11 is matched with the two suspension plates 21 through a hinge component 15, and a reinforcing wing plate 22 is further arranged on the two suspension plates 21.
The channel steel clamp 6 is a channel steel structure consisting of a plurality of stainless steel plates, the glass rib 5 is inserted into the channel steel clamp 6, and the glass rib 5 is matched with the channel steel clamp 6 through structural glue and glass double-sided paste; the channel steel clamp 6 is arranged on a support base 7, and the support base 7 is fixedly arranged on a building platform 8; the supporting base 7 is provided with a positioning baffle 9, the positioning baffle 9 is an L-shaped angle plate, the positioning baffle 9 is fixed on the supporting base 7 through bolts, one side of the channel steel clamp 6 is matched with the positioning baffle 9, and the positioning baffle 9 is used for quickly positioning the channel steel clamp 6 during installation and limiting the transverse position of the channel steel clamp 6; support and be provided with vertical slot hole on the base 7, channel-section steel anchor clamps 6 through welding board bolt assembly 10 with support the cooperation of the vertical slot hole on the base 7, vertical slot hole makes channel-section steel anchor clamps 6 can vertical fine setting, eliminates the vertical installation error of big glass rib.
The above-mentioned embodiments are merely illustrative of the technical idea and features of the present invention, and the purpose thereof is to enable those skilled in the art to understand the contents of the present invention and implement the present invention, and not to limit the scope of the present invention, and all equivalent changes or modifications made according to the spirit of the present invention should be covered in the scope of the present invention.
Claims (5)
1. The utility model provides a hoisting structure of large-scale glass rib which characterized in that: the building platform comprises a building upper beam (1), a suspension frame (2), a rotary suspension arm (3), a rotary suspension clamp (4), a glass rib (5), a channel steel clamp (6), a support base (7) and a building platform (8); the suspension frame (2) is fixedly installed on a building upper beam (1), the suspension arm (3) is fixedly installed on the suspension frame (2), the upper end of the suspension clamp (4) is hinged to the rotation suspension arm (3), the lower end of the suspension clamp (4) is matched with the upper end of the glass rib (5), the lower end of the glass rib (5) is matched with the channel steel clamp (6), the channel steel clamp (6) is installed on the support base (7), and the support base (7) is fixedly installed on a building platform (8).
2. The hoisting structure of the large glass rib according to claim 1, wherein: the rotary hanging clamp (4) comprises a rotary connecting plate (11), a transverse plate (12) and two clamping plates (13), the two clamping plates (13) are respectively arranged on two sides of the glass rib (5), the upper ends of the two clamping plates (13) are respectively connected and fixed with two sides of the transverse plate (12) through screws, the two clamping plates (13) clamp the glass rib (5) through locking parts (14), and the rotary connecting plate (11) is fixedly arranged on the transverse plate (12); the rotary suspension arm (3) comprises two suspension plates (21), the two suspension plates (21) are respectively positioned at two sides of the rotary connecting plate (11), the rotary connecting plate (11) is matched with the two suspension plates (21) through a hinge component (15), and reinforcing wing plates (22) are further arranged on the two suspension plates (21).
3. The hoisting structure of the large glass rib according to claim 1, wherein: channel-section steel anchor clamps (6) are the channel-section steel structure that polylith corrosion resistant plate constitutes, and during glass rib (5) inserted channel-section steel anchor clamps (6), glass rib (5) passed through the structure and glued and cooperate with channel-section steel anchor clamps (6).
4. The hoisting structure of the large glass rib according to claim 1, wherein: the supporting base (7) is provided with a positioning baffle (9), one side of the channel steel clamp (6) is matched with the positioning baffle (9), and the positioning baffle (9) is used for limiting the transverse position of the channel steel clamp (6).
5. The hoisting structure of the large glass rib according to claim 1, wherein: the supporting base (7) is provided with a vertical long hole, and the channel steel clamp (6) is matched with the vertical long hole in the supporting base (7) through a welding plate bolt assembly (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011165890.3A CN112227741A (en) | 2020-10-27 | 2020-10-27 | A hoisting structure of a large glass rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011165890.3A CN112227741A (en) | 2020-10-27 | 2020-10-27 | A hoisting structure of a large glass rib |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112227741A true CN112227741A (en) | 2021-01-15 |
Family
ID=74109110
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011165890.3A Pending CN112227741A (en) | 2020-10-27 | 2020-10-27 | A hoisting structure of a large glass rib |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112227741A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152747A (en) * | 2021-04-08 | 2021-07-23 | 江河创建集团股份有限公司 | Super-large-span full-glass curtain wall system supported by glass ribs |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718102Y (en) * | 2004-07-23 | 2005-08-17 | 方大集团股份有限公司 | Glass rib hanging device |
| JP2009209662A (en) * | 2008-02-06 | 2009-09-17 | Central Glass Co Ltd | Earthquake resistant structure and earthquake and wind pressure resistant structure of rib glass screen |
| CN103184777A (en) * | 2012-09-29 | 2013-07-03 | 北京江河幕墙股份有限公司 | Glass rib curtain wall system |
| CN111749378A (en) * | 2020-07-29 | 2020-10-09 | 中亿丰(苏州)绿色建筑发展有限公司 | A large-span glass rib supporting curtain wall system and its installation process |
| CN214034831U (en) * | 2020-10-27 | 2021-08-24 | 苏州金螳螂幕墙有限公司 | Hoisting structure of large glass rib |
-
2020
- 2020-10-27 CN CN202011165890.3A patent/CN112227741A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718102Y (en) * | 2004-07-23 | 2005-08-17 | 方大集团股份有限公司 | Glass rib hanging device |
| JP2009209662A (en) * | 2008-02-06 | 2009-09-17 | Central Glass Co Ltd | Earthquake resistant structure and earthquake and wind pressure resistant structure of rib glass screen |
| CN103184777A (en) * | 2012-09-29 | 2013-07-03 | 北京江河幕墙股份有限公司 | Glass rib curtain wall system |
| CN111749378A (en) * | 2020-07-29 | 2020-10-09 | 中亿丰(苏州)绿色建筑发展有限公司 | A large-span glass rib supporting curtain wall system and its installation process |
| CN214034831U (en) * | 2020-10-27 | 2021-08-24 | 苏州金螳螂幕墙有限公司 | Hoisting structure of large glass rib |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152747A (en) * | 2021-04-08 | 2021-07-23 | 江河创建集团股份有限公司 | Super-large-span full-glass curtain wall system supported by glass ribs |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210115 |
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| RJ01 | Rejection of invention patent application after publication |