CN104261269A - Special hoisting mechanism for annular dual-rail sliding track - Google Patents
Special hoisting mechanism for annular dual-rail sliding track Download PDFInfo
- Publication number
- CN104261269A CN104261269A CN201410462899.9A CN201410462899A CN104261269A CN 104261269 A CN104261269 A CN 104261269A CN 201410462899 A CN201410462899 A CN 201410462899A CN 104261269 A CN104261269 A CN 104261269A
- Authority
- CN
- China
- Prior art keywords
- rail
- steel
- loop orbit
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C7/00—Runways, tracks or trackways for trolleys or cranes
- B66C7/02—Runways, tracks or trackways for trolleys or cranes for underhung trolleys or cranes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C7/00—Runways, tracks or trackways for trolleys or cranes
- B66C7/08—Constructional features of runway rails or rail mountings
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
- B66C9/04—Travelling gear incorporated in or fitted to trolleys or cranes to facilitate negotiation of curves
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
- B66F11/04—Lifting devices specially adapted for particular uses not otherwise provided for for movable platforms or cabins, e.g. on vehicles, permitting workmen to place themselves in any desired position for carrying out required operations
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a special hoisting mechanism for an annular dual-rail sliding track. The special hoisting mechanism comprises a plurality of building constructional steel pillars which are annularly arranged, a plurality of upper and lower steel beams welded among the constructional steel pillars, a plurality of cantilever steel beams, a plurality of outer-ring tracks, a plurality of inner-ring tracks, a plurality of steel ropes, a plurality of steel rope or joist steel holding loops, a plurality of track-climbing devices, a plurality of baskets and a plurality of electric hoist. Brackets suspended on the outer-ring tracks are capable of annularly displacing around a building structure; the inner-ring tracks are positioned near a curtain, the suspended electric hoists can be used for vertically or annularly transporting a decoration material and horizontally pushing the decoration material when the decoration material reaches an operation position so that the in-place operation can be realized. The special hoisting mechanism for the annular dual-rail sliding track, disclosed by the invention, is reasonable in design, is used for exterior finish of an annular super high-rise structure; all decoration operations can be completed by using one basket within a coverage range of the outer-ring tracks, various waste defects caused by the repeated position-changing installation are removed, the hoisting of the decoration material during the operations can be performed simultaneously in the same direction together with the baskets, and thus the operation speed is high, manpower and material resources are saved, and the engineering cost is lowered.
Description
Technical field
The present invention relates to the overhead hoist in a kind of building engineering, particularly relate 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.
Summary of the invention
The object of the invention is 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 object of the invention is to realize.Annular double track sliding rail Special hoisting mechanism of the present invention 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 present invention's 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 present invention's 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 present invention's 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 present invention's 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 present invention's 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 present invention's annular double track sliding rail Special hoisting mechanism difference from prior art is that the present invention's 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 invention 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 invention is described further.
Accompanying drawing explanation
Fig. 1 is the planar structure schematic diagram of the present invention's 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 present invention's 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 invention 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 present invention's 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 the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
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 described 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 |
|---|---|---|---|
| CN201410462899.9A CN104261269A (en) | 2014-09-12 | 2014-09-12 | Special hoisting mechanism for annular dual-rail sliding track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410462899.9A CN104261269A (en) | 2014-09-12 | 2014-09-12 | Special hoisting mechanism for annular dual-rail sliding track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104261269A true CN104261269A (en) | 2015-01-07 |
Family
ID=52152900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410462899.9A Pending CN104261269A (en) | 2014-09-12 | 2014-09-12 | Special hoisting mechanism for annular dual-rail sliding track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104261269A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106395618A (en) * | 2016-06-29 | 2017-02-15 | 河南省黄河防爆起重机有限公司 | Device for carrying tracks forward and portal crane |
| CN110700548A (en) * | 2019-10-25 | 2020-01-17 | 中国一冶集团有限公司 | Assembled multi-section track hanger device and operation method thereof |
| CN112537721A (en) * | 2020-11-10 | 2021-03-23 | 中建深圳装饰有限公司 | Glass curtain wall is with cyclic annular double track lifting device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201756409U (en) * | 2010-07-15 | 2011-03-09 | 天津起重设备有限公司 | Hanging-type rail connecting structure |
| WO2012119963A1 (en) * | 2011-03-04 | 2012-09-13 | Inneo Torres, S.L. | Method for accessing the outer surface of wind turbine towers and device for use with this method |
| CN103711301A (en) * | 2013-12-30 | 2014-04-09 | 江河创建集团股份有限公司 | Construction method and device for two-track movable electric basket and lifting hoist |
| CN103754802A (en) * | 2014-01-07 | 2014-04-30 | 中天建设集团有限公司 | Annular guide rail for external wall construction |
| CN204096948U (en) * | 2014-09-12 | 2015-01-14 | 北京建工集团有限责任公司 | Annular double track sliding rail Special hoisting mechanism |
-
2014
- 2014-09-12 CN CN201410462899.9A patent/CN104261269A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201756409U (en) * | 2010-07-15 | 2011-03-09 | 天津起重设备有限公司 | Hanging-type rail connecting structure |
| WO2012119963A1 (en) * | 2011-03-04 | 2012-09-13 | Inneo Torres, S.L. | Method for accessing the outer surface of wind turbine towers and device for use with this method |
| CN103711301A (en) * | 2013-12-30 | 2014-04-09 | 江河创建集团股份有限公司 | Construction method and device for two-track movable electric basket and lifting hoist |
| CN103754802A (en) * | 2014-01-07 | 2014-04-30 | 中天建设集团有限公司 | Annular guide rail for external wall construction |
| CN204096948U (en) * | 2014-09-12 | 2015-01-14 | 北京建工集团有限责任公司 | Annular double track sliding rail Special hoisting mechanism |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106395618A (en) * | 2016-06-29 | 2017-02-15 | 河南省黄河防爆起重机有限公司 | Device for carrying tracks forward and portal crane |
| CN106395618B (en) * | 2016-06-29 | 2017-10-20 | 河南省黄河防爆起重机有限公司 | From the forward device of carrying track and lifting door machine |
| CN110700548A (en) * | 2019-10-25 | 2020-01-17 | 中国一冶集团有限公司 | Assembled multi-section track hanger device and operation method thereof |
| CN112537721A (en) * | 2020-11-10 | 2021-03-23 | 中建深圳装饰有限公司 | Glass curtain wall is with cyclic annular double track lifting device |
| CN112537721B (en) * | 2020-11-10 | 2021-07-27 | 中建深圳装饰有限公司 | Glass curtain wall is with cyclic annular double track lifting device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102864936A (en) | Combination lifting construction method for large-scale high hollow building roof of steel structure | |
| CN106894342B (en) | Pipe installing job platform and construction method | |
| CN202810173U (en) | Mounting and construction platform for steel lining bracket and circular crane track girder of nuclear power plant | |
| CN103979383A (en) | Multi-layer lifting platform for building construction | |
| CN103075025A (en) | Integral lifting construction method for giant cantilever steel asymmetric structure of high-rise building | |
| CN103243930A (en) | System and method for modularized construction of super high-rise steel structures | |
| CN104831939A (en) | Bolt ball welding ball mixed node large span cantilever grid structure construction method | |
| CN206591432U (en) | Pipe installing job platform | |
| CN106245779A (en) | Integral prefabricated modular architectural construction technology based on UHPC material and system | |
| CN102635225A (en) | Equipment hoisting platform and method for super high-rise buildings | |
| CN104261269A (en) | Special hoisting mechanism for annular dual-rail sliding track | |
| CN104032967A (en) | Hoisting construction method for prefabricated assembly-type frame structure members | |
| CN205328487U (en) | Dismantlement system of superelevation extra -large -size tower crane | |
| CN204096948U (en) | Annular double track sliding rail Special hoisting mechanism | |
| CN109296082A (en) | A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural and construction method | |
| CN105952129B (en) | Elevator shaft combined type integral lifting operation platform and construction method thereof | |
| CN204282843U (en) | The sliding hoisted in position device of steel girder erection in a kind of stiffness combination construction | |
| CN209353734U (en) | For installing the double-track device of curtain wall | |
| CN107881926B (en) | Combined hanging basket with full-rotation crane and construction method thereof | |
| CN103979442B (en) | The method of 6400 tons of Hydraulic double-type crane lifting cost tropsch reactors | |
| JP2017031676A (en) | Earthquake resistant reinforcement method and reinforcement device of existing building | |
| CN204001751U (en) | Super high steel structure construction overhanging unloading platform | |
| CN106481967B (en) | A kind of installation method of rubber diaphragm gas chamber | |
| CN201128882Y (en) | Lifting and supporting brackets integrated construction device for bridge arch rib | |
| CN102765121A (en) | Method for controlling a concrete mix casting equipment and a casting equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150107 |