CN103225390A - Hollow facade pulley guide attached-type lifting scaffold - Google Patents
Hollow facade pulley guide attached-type lifting scaffold Download PDFInfo
- Publication number
- CN103225390A CN103225390A CN2013101951813A CN201310195181A CN103225390A CN 103225390 A CN103225390 A CN 103225390A CN 2013101951813 A CN2013101951813 A CN 2013101951813A CN 201310195181 A CN201310195181 A CN 201310195181A CN 103225390 A CN103225390 A CN 103225390A
- Authority
- CN
- China
- Prior art keywords
- pulley
- level
- girder steel
- guide
- attached
- 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.)
- Granted
Links
Images
Landscapes
- Movable Scaffolding (AREA)
- Types And Forms Of Lifts (AREA)
Abstract
The invention discloses a hollow facade pulley guide attached-type lifting scaffold in the field of building. The hollow facade pulley guide attached-type lifting scaffold comprises a vertical main frame, a horizontal bearing truss, an attached guide device, a safety catcher device, a lifting power system and an electric control system, wherein the vertical main frame is of an elevator standard node structure and formed by a plurality of main frames in connection; the horizontal bearing truss is composed of a cross rod, a sway rod and a vertical rod; the attached guide device is composed of a special attached bolt, a horizontal attached girder and a guide wheel group; the horizontal bearing truss is fixed on the horizontal attached girder by the special attached bolt; the safety catcher device is composed of a guide rail and a safety catcher which is horizontally attached on the girder; the guide rail is fixed on the vertical main frame; the horizontal attached girder is arranged on the guide wheel and connected with the guide rail on the frame body; and the lifting power system drives lifting motion of the hollow facade pulley guide attached-type lifting scaffold. Compared with the prior art, the hollow facade pulley guide attached-type lifting scaffold has the advantages of saving materials, reducing, the labor intensity, being free of pollution, good in benefit of environmental protection and the like.
Description
Technical field
The present invention relates to the construction equipment of building field, specifically a kind of hollow facade pulley guide bracket formula attached lift scaffold.
Background technology
Along with constant development of economy, the city is also more and more higher to the requirement of building, and the profile variation of building is increasing, and the hollow facade more and more is used in the elevation of building, and high-rise, super highrise building has been the beautiful scenery together in city.Eaves changes less high level outside elevation of building no change or the building structure plane because conventional attached lift scaffold is only applicable to, the superelevation layer, so Facade of Architecture spatial variations, particularly the hollow facade is had higher requirement to construction, for highrise building, traditional console mode scaffold need expend wide variety of materials, can not satisfy construction requirement, and adopt the attaching scaffold morely, rising with the construction floor can raise gradually, attachment type raise scaffold is in the process of lifting, need adhere on the embedded body of metope or building, change big building for elevation of building, have certain limitation for the attached lift scaffold of routine.
Summary of the invention
The objective of the invention is to overcome the deficiencies in the prior art, change big highrise building, the hollow facade pulley guide bracket formula attached lift scaffold on a kind of vertical main frame that is attached to elevator standard joint structure is provided at elevation of building.
The present invention is achieved by the following technical solutions:
A kind of hollow facade pulley guide bracket formula attached lift scaffold, comprise vertical main frame, horizontal load-bearing truss, adhere to guiding device, safe anti-drop device, promote dynamical system and electrical control system, it is characterized in that: vertical main frame is an elevator standard joint structure, be formed by connecting by several sections main frames, main frame quantity is determined by depth of building, connected mode is that sleeve connects, horizontal load-bearing truss is by being fixed on the guide rail oscilaltion of vertical main frame, horizontal load-bearing truss is by cross bar, brace, vertical rod is formed, special bolt and level are adhered to girder steel and guide wheel group is formed by adhering to adhere to guiding device, horizontal load-bearing truss adheres on the girder steel by adhering to the special bolt level of being fixed on, the catching device that safe anti-drop device is adhered on the girder steel by the guide rail and the level that is installed in is formed, effect is that attached lift scaffold can automatically be held guide rail when the abnormal condition lower stress, guide rail is fixed on the vertical main frame, level is adhered to girder steel and guide wheel is installed and is connected with guide rail on the support body, promote dynamical system and electrical control system by the rope hoisting beam, tiltedly draw unloader lever, electric block and electrical control panel are formed, and promote the elevating movement that dynamical system drives hollow facade pulley guide bracket formula attached lift scaffold; Electric block is installed on the rope hoisting beam of main frame, the rope hoisting beam is installed on the attachment level girder steel, the pulley that boom hoist cable one end passes base is connected on the hook of electric block, the other end is installed on the rope hoisting beam and painstaking pretension, support body adheres to girder steel relative motion up and down by guide rail dependence level, thereby drives the elevating movement of hollow facade pulley guide bracket formula attached lift scaffold; Catching device is installed in level and adheres on the girder steel, and each promotes dynamical system four catching devices have been installed, and guarantees that anti-drop device can in time come into force, and has guaranteed when fracture takes place a certain lifting dynamical system chain, and support body can wholely in time be shut down; Hollow facade pulley guide bracket formula attached lift scaffold be provided with the anti-dumping function, adhering to special bolt adheres to girder steel with level and is fixed in the building structure, guide wheel group is installed in level adheres on the girder steel, and guide wheel group is embraced in guide rail, and guide rail can only move up and down along guide wheel group; Electrical control panel has short circuit and phase shortage creepage protection function; Promote dynamical system the quadruplet guide wheel group is installed.Guide wheel group is installed in level adheres on the girder steel, and every is adhered to girder steel with level and is connected with M16 * 40 bolts, and guide wheel group is vertically installed; The boom hoist cable that promotes dynamical system two pulleys from the pulley base pass, embed wire rope in the pulley groove and guarantee that pulley rotates, one end is connected with the lockset shackle with the lifting beam that the level of being installed in is adhered to girder steel, the other end passes pulley and is hung under the electric block on the drop hanger, and that safety all is set was curved for each rope sling when wire rope was installed.
The present invention compared with prior art has following beneficial effect:
1. economical with materials;
2. reduce the operation recruitment, reduced labour intensity;
3. solve common steel tube scaffold or unsettled steel pipe scaffold in the insurmountable difficulty of hollow facade drawknot;
4. the work progress airborne dust is few, noise is little, pollution-free and environmental benefit good.
Description of drawings
Fig. 1 is a hollow facade pulley guide bracket formula attached lift scaffold structure chart;
Fig. 2 adheres to guiding device contexture figure for the hollow facade;
Fig. 3 adheres to girder steel for level on the construction elevator standard knot and arranges schematic diagram;
Fig. 4 is the anti-structural representation that topples of support body.
Among the figure: 1 level is adhered to girder steel, 2 and is adhered to special bolt, 3 catching devices, 4 boom hoist cables, 5 rope hoisting beams, 6 lockset shackles, 7 electric blocks, 8 protection turnover panels, 9 off-load diagonal members, 10 oblique rollering steel silk ropes, 12 channel-section steel clamping plate, 13 channel-section steel pads, 14 flower basket bolt M24(00) type and 15 guide rails.
The specific embodiment
Below in conjunction with drawings and Examples content of the present invention is done further very thin description:
Be illustrated in figure 1 as hollow facade pulley guide bracket formula attached lift scaffold structure chart, comprise: 1 level is adhered to girder steel, 2 and is adhered to special bolt, 3 catching devices, 4 boom hoist cables, 5 rope hoisting beams, 6 lockset shackles, 7 electric blocks, 8 protection turnover panel, 9 off-load diagonal members and 10-oblique rollering steel silk ropes, the guide rail of hollow facade pulley guide bracket formula attached lift scaffold is fixed on the vertical main frame, vertical main frame is an elevator standard joint structure, be formed by connecting by several sections main frames by several sections
It below is the attached lift scaffold installation procedure
1. set up mounting platform;
2. put, install main frame I, each parts of the horizontal truss of assembling;
3. overlap a joint main frame
+, set up scaffold and hang up and efflux close order safety net;
4. first level is installed adheres to girder steel and catching device, anti-dumping guide wheel, tiltedly draws unloader lever;
5. connect high main frame II, set up scaffold, lay intermediate layer or interim pin hand with structure;
6. doing interim support body with building structure sockets, hangs up and efflux close order safety net;
7. main frame III+upwards set up simultaneously scaffold is installed;
8. second level is installed adheres to girder steel, rope hoisting beam, second road and tiltedly draws unloader lever;
9. lay bottom safety net and scaffold floor, making turnover panel;
10. the second joint main frame is installed
+ upwards set up scaffold simultaneously;
Three levels are adhered to girder steel, the 3rd road tiltedly draws unloader lever 11. install;
12. being installed, the main frame III upwards sets up scaffold simultaneously;
13. being installed, four levels adhere to girder steel;
14. set up support body and single set up to design height, lay top layer scaffold floor, foot guard plate;
15. top support body and structure effectively socket (socket spacing and be not more than 4m);
16. hang up and efflux close order safety net to frame and push up;
17. boom hoist cable, lifting beam and load control sensor are installed;
18. put electrical control cubicles, distribution cable line, electric block, wiring, debugging electric system be installed;
19. the pretension electric block, inspect for acceptance, remove support body and structure top sockets, promotes synchronously one deck;
Be installed to and go up floor most 20. three cover off-load diagonal members are installed and level is adhered to girder steel;
21. promoting the back checks;
22 enter next promotes circulation.
Claims (8)
1. hollow facade pulley guide bracket formula attached lift scaffold, comprise vertical main frame, horizontal load-bearing truss, adhere to guiding device, safe anti-drop device, promote dynamical system and electrical control system, it is characterized in that: vertical main frame is an elevator standard joint structure, be formed by connecting by several sections main frames, connected mode is that sleeve connects, horizontal load-bearing truss is by being fixed on the guide rail oscilaltion of vertical main frame, horizontal load-bearing truss is by cross bar, brace and vertical rod are formed, adhere to guiding device by adhering to special bolt and level is adhered to girder steel, guide wheel group is formed, horizontal load-bearing truss adheres on the girder steel by adhering to the special bolt level of being fixed on, the catching device that safe anti-drop device is adhered on the girder steel by the guide rail and the level that is installed in is formed, guide rail is fixed on the vertical main frame, level is adhered to girder steel and guide wheel is installed and is connected with guide rail on the support body, promote dynamical system and electrical control system by the rope hoisting beam, tiltedly draw unloader lever, electric block and electrical control panel are formed, and promote the elevating movement that dynamical system drives hollow facade pulley guide bracket formula attached lift scaffold.
2. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: electric block is installed on the rope hoisting beam of main frame, the rope hoisting beam is installed on the attachment level girder steel, the pulley that boom hoist cable one end passes base is connected on the hook of electric block, the other end is installed on the rope hoisting beam and painstaking pretension, support body adheres to girder steel relative motion up and down by guide rail dependence level, thereby drives the elevating movement of hollow facade pulley guide bracket formula attached lift scaffold.
3. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: catching device is installed in level and adheres on the girder steel, and each promotes dynamical system four catching devices have been installed.
4. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: hollow facade pulley guide bracket formula attached lift scaffold be provided with the anti-dumping functional structure, adhering to special bolt adheres to girder steel with level and is fixed in the building structure, guide wheel group is installed in level and adheres on the girder steel, guide wheel group is embraced in guide rail, and guide rail can only move up and down along guide wheel group.
5. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: electrical control panel has short circuit and phase shortage creepage protection function.
6. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: promote dynamical system the quadruplet guide wheel group is installed.
7. guide wheel group is installed in level and adheres on the girder steel, and every is adhered to girder steel with level and is connected with M16 * 40 bolts, and guide wheel group is vertically installed.
8. according to the described hollow facade of claim pulley guide bracket formula attached lift scaffold, it is characterized in that: the boom hoist cable that promotes dynamical system two pulleys from the pulley base pass, embed wire rope in the pulley groove and guarantee that pulley rotates, one end is connected with the lockset shackle with the lifting beam that the level of being installed in is adhered to girder steel, the other end passes pulley and is hung under the electric block on the drop hanger, and that safety all is set was curved for each rope sling when wire rope was installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310195181.3A CN103225390B (en) | 2013-05-24 | 2013-05-24 | Hollow facade pulley guide attached-type lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310195181.3A CN103225390B (en) | 2013-05-24 | 2013-05-24 | Hollow facade pulley guide attached-type lifting scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103225390A true CN103225390A (en) | 2013-07-31 |
| CN103225390B CN103225390B (en) | 2014-05-07 |
Family
ID=48836012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310195181.3A Expired - Fee Related CN103225390B (en) | 2013-05-24 | 2013-05-24 | Hollow facade pulley guide attached-type lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103225390B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN107675870A (en) * | 2016-08-01 | 2018-02-09 | 河北盛卓建筑设备制造有限公司 | The Novel hoisting mechanism of the completely adjustable attachment type raise scaffold in seat in the plane |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4997062A (en) * | 1989-09-28 | 1991-03-05 | Remo Pizzo | Swing scaffold |
| WO1995006177A1 (en) * | 1993-08-20 | 1995-03-02 | Guangxi No. 1 Construction Engineering Company | Liftable scaffold |
| WO2003074818A1 (en) * | 2002-03-05 | 2003-09-12 | Shenzhen Techen Up-Down Scaffold Engineering Co., Ltd. | An automatic orbital up-down scaffold |
| JP2006241897A (en) * | 2005-03-04 | 2006-09-14 | Kyanpekkusu Kogyo Kk | Material carrying lift device used for construction scaffolding |
| CN200975098Y (en) * | 2006-12-01 | 2007-11-14 | 门晓红 | Guiding-rail truss type attached lifting scaffold |
| CN201133070Y (en) * | 2007-12-03 | 2008-10-15 | 江苏南通六建建设集团有限公司 | Rail type climbing scaffold |
-
2013
- 2013-05-24 CN CN201310195181.3A patent/CN103225390B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4997062A (en) * | 1989-09-28 | 1991-03-05 | Remo Pizzo | Swing scaffold |
| WO1995006177A1 (en) * | 1993-08-20 | 1995-03-02 | Guangxi No. 1 Construction Engineering Company | Liftable scaffold |
| WO2003074818A1 (en) * | 2002-03-05 | 2003-09-12 | Shenzhen Techen Up-Down Scaffold Engineering Co., Ltd. | An automatic orbital up-down scaffold |
| JP2006241897A (en) * | 2005-03-04 | 2006-09-14 | Kyanpekkusu Kogyo Kk | Material carrying lift device used for construction scaffolding |
| CN200975098Y (en) * | 2006-12-01 | 2007-11-14 | 门晓红 | Guiding-rail truss type attached lifting scaffold |
| CN201133070Y (en) * | 2007-12-03 | 2008-10-15 | 江苏南通六建建设集团有限公司 | Rail type climbing scaffold |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN107675870A (en) * | 2016-08-01 | 2018-02-09 | 河北盛卓建筑设备制造有限公司 | The Novel hoisting mechanism of the completely adjustable attachment type raise scaffold in seat in the plane |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103225390B (en) | 2014-05-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101672102B (en) | Steel structural overhead ceiling construction platform | |
| CN205077885U (en) | Hydraulic intelligent climbing protection platform for core tube of building | |
| CN105442458B (en) | Method for hanging and installing stay cable of cable-stayed bridge special-shaped tower pillar | |
| CN101029519B (en) | Method for installing large-span two-way prestressed cable | |
| CN202882378U (en) | Attached type lifting scaffold | |
| CN105401714A (en) | Attached lifting scaffold and lifting method | |
| WO2020052291A1 (en) | Construction elevator wall-attaching frame mounting platform attached to steel platform formwork and method therefor | |
| CN201598820U (en) | Single-point suspension external hanging rack | |
| CN213268983U (en) | Self-climbing discharging platform | |
| CN113137054A (en) | Method for setting inverted hoisting power equipment in attached lifting scaffold | |
| CN206971760U (en) | A kind of full steel structure assembled climbs material platform | |
| CN104153586B (en) | A kind of suspension cable hangs the construction method of mounting purlines | |
| CN2923635Y (en) | Single-column towing type elevator | |
| CN205100531U (en) | Lift scaffold support body assembly | |
| CN205743040U (en) | A kind of integrated form material hoisting platform | |
| CN204024013U (en) | A kind of self-climbing lifting material platform | |
| CN103225390B (en) | Hollow facade pulley guide attached-type lifting scaffold | |
| CN220376298U (en) | Hanging basket lifting device | |
| CN209585654U (en) | Adhesion type goes up and down discharging platform | |
| CN201460186U (en) | Adhesive lifting scaffold | |
| CN201148725Y (en) | Trolley type inclining-proof device adhering to elevating scaffold | |
| CN202767493U (en) | Lifting scaffold of high-rise balcony | |
| CN209367692U (en) | It is a kind of to rise gantry type two-way lifter device certainly | |
| CN205575534U (en) | Lattice formula groined type support body lifting means | |
| CN212295594U (en) | Lower hoisting point truss structure of climbing frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140507 |