CN204096948U - Annular double track sliding rail Special hoisting mechanism - Google Patents
Annular double track sliding rail Special hoisting mechanism Download PDFInfo
- Publication number
- CN204096948U CN204096948U CN201420522745.XU CN201420522745U CN204096948U CN 204096948 U CN204096948 U CN 204096948U CN 201420522745 U CN201420522745 U CN 201420522745U CN 204096948 U CN204096948 U CN 204096948U
- Authority
- CN
- China
- Prior art keywords
- rail
- loop orbit
- steel
- interior
- girder
- 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
Links
Landscapes
- Jib Cranes (AREA)
Abstract
A kind of annular double track sliding rail Special hoisting mechanism, is made up of holding card, Rail climbing device, hanging basket and electric block the upper and lower girder steel welded between the building structure steel column respectively for some annular configuration, structural steel columns, cantilever steel girder, outer shroud and interior loop orbit, steel rope, steel rope or I-beam section.The hanging basket that outer loop orbit hangs can move around building structure ring; Interior loop orbit is positioned near curtain wall, and the electric block of suspension can carry out the vertical of finishing material or annular transport, and during arrival job position, Level Promoting finishing material can operation in place.The utility model annular double track sliding rail Special hoisting mechanism is reasonable in design, for the exterior finish work of annular super high rise structure, whole fitment operation can be completed with a hanging basket in outer loop orbit coverage, eliminate hanging basket and repeat the every waste drawback of installing and causing that replaces, in operation, the handling of finishing material can be carried out with orientation with hanging basket simultaneously, and operating speed is fast, use manpower and material resources sparingly, reduce engineering cost.
Description
Technical field
The utility model relates to the overhead hoist in a kind of building engineering, particularly relates to a kind of annular double track sliding rail Special hoisting mechanism.
Background technology
The exterior finish work of various building construction is generally undertaken by hanging basket.Conventional hanging basket all adopts counter weight type, and namely balance hanging basket load by the weight of clump weight, a counterweight support can only be hung a hanging basket and how to install at roofing.A vertical surface under the work area of a hanging basket only has it can relate to width, the comprehensive finishing of engineering, must use multiple hanging basket.Change fitment operation place at needs and in the inadequate situation of hanging basket quantity, then will carry out level transposition to hanging basket and again set up.No matter be install multiple hanging basket simultaneously or be repeatedly shifted to hanging basket again to set up, work capacity is all very large, wastes time and energy, and waste resource also schedule delays, engineering cost is high.Annular super high rise structure is constructed after certain altitude and will be inserted exterior finish work operation, i.e. topside normal construction, and bottom is fitted up under certain altitude, shortens the project construction cycle with this.The exterior finish work of annular super high rise structure can run into above-mentioned hanging basket equally and install drawback, and hanging basket erection work is more complicated, and displacement also will solve the hanging basket suspension centre offering question under loop configuration.In addition, according to code requirement, hanging basket can only supply operative, can not material loading, and therefore transport of materials also needs other device.
Utility model content
The purpose of this utility model is that to provide a kind of hanging basket usage quantity few and need not replace that repeat to install can the operation of comprehensive expansion annular super high rise structure exterior finish work, in operation, the handling of finishing material can be carried out with orientation with hanging basket simultaneously, and operating speed is fast, the annular double track sliding rail Special hoisting mechanism of the engineering cost that uses manpower and material resources sparingly, reduces.
The purpose of this utility model can realize.Annular double track sliding rail Special hoisting mechanism of the present utility model comprises in annular super high rise structure some structural steel columns of arranging in the form of a ring, the some upper girder steel of level welding between structural steel columns and some lower girder steels, Rail climbing device and hanging basket, the feature of the utility model annular double track sliding rail Special hoisting mechanism is: the lower surface of each root in center of described some upper girder steels is all provided with a steel rope to holding card, each steel rope all connects some steel ropes to holding card, each root of described some lower girder steels is all provided with an I-beam section to holding card in center, each I-beam section connects the inner of a cantilever steel girder to holding card, the outer section lower surface of cantilever steel girder is connected to interior rail and outer rail, cantilever steel girder outer end head upper surface is provided with hanger, the upper surface in described interior rail or outer rail centre between two cantilever steel girders is also respectively equipped with hanger, described steel rope to some steel ropes in holding card respectively with cantilever steel girder, interior rail, the hanger of outer rail connects, some interior rail annulars connect and compose the interior loop orbit being centered around some structural steel columns peripheries, some outer rail annulars connect and compose the outer loop orbit being centered around some structural steel columns peripheries, described outer loop orbit and interior loop orbit are provided with at least one Rail climbing device separately, described hanging basket is hung below Rail climbing device on outer loop orbit, Rail climbing device on interior loop orbit connects described electric block, described is respectively some structural steel columns, the upper girder steel welded between structural steel columns and lower girder steel, cantilever steel girder, outer loop orbit, interior loop orbit, steel rope, steel rope is to holding card, I-beam section is to holding card, hanger, Rail climbing device, Rail climbing device, hanging basket and electric block common looping double track sliding rail Special hoisting mechanism.
The utility model annular double track sliding rail Special hoisting mechanism, the equal level of loop orbit in the wherein said outer loop orbit be made up of outer rail is formed with by interior rail and be parallelly each other arranged on cantilever steel girder, described outer loop orbit and interior loop orbit are all in the outside in building decoration face.
The utility model annular double track sliding rail Special hoisting mechanism, wherein said interior rail or outer rail are all fixed on cantilever steel girder by overbolt and lag bolt by flat bolster, razor-edge liner.
The utility model annular double track sliding rail Special hoisting mechanism, wherein said some interior rail or outer rail are all butted into interior loop orbit or outer loop orbit by connecting panel by high strength bolt.
The utility model annular double track sliding rail Special hoisting mechanism, the Rail climbing device on wherein said interior loop orbit or the Rail climbing device on outer loop orbit all have a circulatory motion track on respective loop orbit.
The utility model annular double track sliding rail Special hoisting mechanism difference from prior art is that the utility model annular double track sliding rail Special hoisting mechanism is made up of holding card, hanger, Rail climbing device, hanging basket and electric block holding card, I-beam section the upper girder steel welded between the building structure steel column respectively for some annular configuration, structural steel columns and lower girder steel, cantilever steel girder, outer loop orbit, interior loop orbit, steel rope, steel rope.Outer loop orbit is used for hanging basket, is also the fulcrum force of bracketplant, the annular movement that hanging basket can carry out around building structure along outer loop orbit, outside in loop orbit coverage, only can complete the fitment operation of whole outer eaves with a hanging basket.Interior loop orbit is for hanging electric block, and its position is near curtain wall fitting position, and when can carry out the vertical transport of exterior finish work material, finishing material arrival construction height, Level Promoting finishing material can operation in place.Cantilever Beams, steel rope are the stressed main piece of system, are responsible for the load from inner ring, outer loop orbit to pass to structure.Annular double track sliding rail Special hoisting mechanism design science of the present utility model is reasonable, and the exterior finish work hanging basket usage quantity for annular super high rise structure is few, eliminates hanging basket and repeats the every waste drawback of installing and causing that replaces, improve operating efficiency.In operation, the handling of finishing material can be carried out with orientation with hanging basket simultaneously, and operating speed is fast, use manpower and material resources sparingly, reduce engineering cost.
Below in conjunction with accompanying drawing, annular double track sliding rail Special hoisting mechanism of the present utility model is described further.
Accompanying drawing explanation
Fig. 1 is the planar structure schematic diagram of the utility model annular double track sliding rail Special hoisting mechanism.
Fig. 2 is the A-A cross-sectional view in Fig. 1.
Fig. 3 is the three-dimensional local structure schematic diagram of the utility model annular double track sliding rail Special hoisting mechanism.
Fig. 4 is interior loop orbit or the installation node canonical schema of outer loop orbit on cantilever steel girder.
Fig. 5 is that node canonical schema is installed in the inside and outside track bond in interior loop orbit or outer loop orbit.
Detailed description of the invention
As shown in Figure 1, Figure 2, Figure 3 shows, annular double track sliding rail Special hoisting mechanism of the present utility model comprise in annular super high rise structure arrange in the form of a ring some structural steel columns 4, annular configuration structural steel columns 4 between level welding some upper girder steel 5 and some lower girder steels 5.1, Rail climbing device 16 and hanging basket 18.In the utility model annular double track sliding rail Special hoisting mechanism, the lower surface of each root in center of some upper girder steels 5 is all provided with a steel rope to holding card 7, and each steel rope all connects some steel ropes 6 to holding card 7.Each root of some lower girder steels 5.1 is all provided with an I-beam section to holding card 8 in center, each I-beam section connects the inner of a cantilever steel girder 1 to holding card 8, the outer section lower surface of cantilever steel girder 1 is connected to interior rail and outer rail, and cantilever steel girder 1 outer end head upper surface is provided with hanger 9.The upper surface in interior rail or outer rail centre between two cantilever steel girders 1 is also respectively equipped with hanger 9.Steel rope is connected with the hanger 9 of cantilever steel girder 1, interior rail, outer rail respectively to the some steel ropes 6 in holding card 7.Some interior rail annulars connect and compose the interior loop orbit 3 be centered around outside some structural steel columns 4.Some outer rail annulars connect and compose the outer loop orbit 2 being centered around some structural steel columns 4 peripheries.Outer loop orbit 2 and interior loop orbit 3 are provided with at least one Rail climbing device 16,16.1 separately.Rail climbing device 16 on outer loop orbit 2 is hanging hanging basket 18 below.Rail climbing device 16.1 on interior loop orbit 3 connects electric block 17, hangs finishing material 19 below electric block 17.Be respectively the upper girder steel 5 of welding between some structural steel columns 4, structural steel columns 4 and lower girder steel 5.1, cantilever steel girder 1, outer loop orbit 2, interior loop orbit 3, steel rope 6, steel rope to holding card 7, I-beam section to the common looping double track sliding rail Special hoisting mechanism of holding card 8, hanger 9, Rail climbing device 16, Rail climbing device 16.1, hanging basket 18 and electric block 17.
Loop orbit 3 all levels and to be parallelly each other arranged on cantilever steel girder 1 in the outer loop orbit 2 be made up of outer rail is formed with by interior rail.Outer loop orbit 2 and interior loop orbit 3 are all in the outside in building decoration face 20.
As shown in Figure 4, interior rail or outer rail are all fixed on cantilever steel girder by overbolt 12 and lag bolt 13 by flat bolster 15, razor-edge liner 14.
As shown in Figure 5, some interior rail or outer rail are all butted into interior loop orbit 3 or outer loop orbit 2 by connecting panel 10 by high strength bolt 11.
As shown in Figure 1, the Rail climbing device 16 on interior loop orbit 3 or the Rail climbing device 16.1 on outer loop orbit 2 all have a circulatory motion track on respective loop orbit.
Above-described embodiment is only be described preferred implementation of the present utility model; not scope of the present utility model is limited; under the prerequisite not departing from the utility model design spirit; the various distortion that those of ordinary skill in the art make the technical solution of the utility model and improvement, all should fall in protection domain that the utility model claims determine.
Claims (5)
1. an annular double track sliding rail Special hoisting mechanism, comprise in annular super high rise structure some structural steel columns (4) of arranging in the form of a ring, the some upper girder steel (5) of level welding between structural steel columns (4) and some lower girder steels (5.1), Rail climbing device (16) and hanging basket (18), it is characterized in that: the lower surface of each root in center of described some upper girder steels (5) is all provided with a steel rope to holding card (7), each steel rope all connects some steel ropes (6) to holding card (7), each root of described some lower girder steels (5.1) is all provided with an I-beam section to holding card (8) in center, each I-beam section connects the inner of a cantilever steel girder (1) to holding card (8), the outer section lower surface of cantilever steel girder (1) is connected to interior rail and outer rail, cantilever steel girder (1) outer end head upper surface is provided with hanger (9), the upper surface in described interior rail or outer rail centre between two cantilever steel girders (1) is also respectively equipped with hanger (9), described steel rope to the some steel ropes (6) in holding card (7) respectively with cantilever steel girder (1), interior rail, the hanger (9) of outer rail connects, some interior rail annulars connect and compose and are centered around the peripheral interior loop orbit (3) of some structural steel columns (4), some outer rail annulars connect and compose and are centered around the peripheral outer loop orbit (2) of some structural steel columns (4), described outer loop orbit (2) and interior loop orbit (3) are provided with at least one Rail climbing device (16 separately, 16.1), Rail climbing device (16) on outer loop orbit (2) hangs described hanging basket (18) below, Rail climbing device (16.1) on interior loop orbit (3) connects electric block (17), described is respectively some structural steel columns (4), the upper girder steel (5) of welding between structural steel columns (4) and lower girder steel (5.1), cantilever steel girder (1), outer loop orbit (2), interior loop orbit (3), steel rope (6), steel rope is to holding card (7), I-beam section is to holding card (8), hanger (9), Rail climbing device (16), Rail climbing device (16.1), hanging basket (18) and the common looping double track sliding rail Special hoisting mechanism of electric block (17).
2. annular double track sliding rail Special hoisting mechanism according to claim 1, it is characterized in that: loop orbit (3) all levels and be parallelly each other arranged on cantilever steel girder (1) in the described outer loop orbit (2) be made up of outer rail is formed with by interior rail, described outer loop orbit (2) and interior loop orbit (3) are all in the outside of building decoration face (20).
3. annular double track sliding rail Special hoisting mechanism according to claim 2, is characterized in that: described interior rail or outer rail are all fixed on cantilever steel girder by overbolt (12) and lag bolt (13) by flat bolster (15), razor-edge liner (14).
4. annular double track sliding rail Special hoisting mechanism according to claim 3, is characterized in that: described some interior rail or outer rail are all butted into interior loop orbit (3) or outer loop orbit (2) by connecting panel (10) by high strength bolt (11).
5. annular double track sliding rail Special hoisting mechanism according to claim 1, is characterized in that: the Rail climbing device (16) on described interior loop orbit (3) or the Rail climbing device (16.1) on outer loop orbit (2) all have a circulatory motion track on respective loop orbit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420522745.XU CN204096948U (en) | 2014-09-12 | 2014-09-12 | Annular double track sliding rail Special hoisting mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420522745.XU CN204096948U (en) | 2014-09-12 | 2014-09-12 | Annular double track sliding rail Special hoisting mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204096948U true CN204096948U (en) | 2015-01-14 |
Family
ID=52265393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420522745.XU Expired - Fee Related CN204096948U (en) | 2014-09-12 | 2014-09-12 | Annular double track sliding rail Special hoisting mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204096948U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104261269A (en) * | 2014-09-12 | 2015-01-07 | 北京建工集团有限责任公司 | Special hoisting mechanism for annular dual-rail sliding track |
| CN112942795A (en) * | 2021-02-04 | 2021-06-11 | 广东世纪达建设集团有限公司 | Flying wing curtain wall and roof steel structure decoration line construction method |
-
2014
- 2014-09-12 CN CN201420522745.XU patent/CN204096948U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104261269A (en) * | 2014-09-12 | 2015-01-07 | 北京建工集团有限责任公司 | Special hoisting mechanism for annular dual-rail sliding track |
| CN112942795A (en) * | 2021-02-04 | 2021-06-11 | 广东世纪达建设集团有限公司 | Flying wing curtain wall and roof steel structure decoration line construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101886468B (en) | Construction method of suspension type template support in high-position conjoined structure | |
| CN201228206Y (en) | Self-made small-sized hoisting machine | |
| CN106939707A (en) | A kind of restricted clearance large-scale steel structure supporting platform from method for improving | |
| CN102864936A (en) | Combination lifting construction method for large-scale high hollow building roof of steel structure | |
| CN104831939A (en) | Bolt ball welding ball mixed node large span cantilever grid structure construction method | |
| CN203499229U (en) | Operating platform for construction of elevator shaft | |
| CN207268073U (en) | Novel flexible formwork bearing frame | |
| CN106245779A (en) | Integral prefabricated modular architectural construction technology based on UHPC material and system | |
| CN202379601U (en) | Dual annular rail hoisting device for curtain wall | |
| CN104032967A (en) | Hoisting construction method for prefabricated assembly-type frame structure members | |
| CN102635225A (en) | Equipment hoisting platform and method for super high-rise buildings | |
| CN204491640U (en) | A kind of circular single-arm steel hanging box being applicable to strong tidal bore district | |
| CN204096948U (en) | Annular double track sliding rail Special hoisting mechanism | |
| CN109778898A (en) | A kind of novel tower crane pile foundation cushion cap | |
| CN103352576A (en) | Externally expanding, assembling, converting and lifting method for medium/small span steel structure roof net rack | |
| CN104261269A (en) | Special hoisting mechanism for annular dual-rail sliding track | |
| CN205328487U (en) | Dismantlement system of superelevation extra -large -size tower crane | |
| CN102061810A (en) | Construction method of safe flat net positioned on periphery of building | |
| CN209353734U (en) | For installing the double-track device of curtain wall | |
| CN204126297U (en) | A kind of temporary support of steel truss roof | |
| CN107881926B (en) | Combined hanging basket with full-rotation crane and construction method thereof | |
| CN204282843U (en) | The sliding hoisted in position device of steel girder erection in a kind of stiffness combination construction | |
| CN204001751U (en) | Super high steel structure construction overhanging unloading platform | |
| CN201687083U (en) | Suspension type template supporting structure with high-position integrated structure | |
| CN106481967B (en) | A kind of installation method of rubber diaphragm gas chamber |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Jiao Yong Inventor after: Xu Delin Inventor after: Xu Miao Inventor after: Guo Shuangchao Inventor after: Wang Xing Inventor after: Hao Xuefeng Inventor after: Fu Yadi Inventor before: Jiao Yong Inventor before: Xu Delin Inventor before: Xu Miao Inventor before: Guo Shuangchao Inventor before: Wang Xing Inventor before: Hao Xuefeng |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: JIAO YONG XU DELIN XU MIAO GUO SHUANGCHAO WANG XING HAO XUEFENG TO: JIAO YONG XU DELIN XU MIAO GUO SHUANGCHAO WANG XING HAO XUEFENG FU YADI |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20160912 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |