CN203271161U - Super-high-rise building construction hoist - Google Patents
Super-high-rise building construction hoist Download PDFInfo
- Publication number
- CN203271161U CN203271161U CN 201320324358 CN201320324358U CN203271161U CN 203271161 U CN203271161 U CN 203271161U CN 201320324358 CN201320324358 CN 201320324358 CN 201320324358 U CN201320324358 U CN 201320324358U CN 203271161 U CN203271161 U CN 203271161U
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- platform floor
- steel plate
- highrise building
- base plate
- platform base
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- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to the field of equipment hoisting. A building wall body (10) above a platform base plate (3) supported by a support cross beam (1) and a support secondary beam (2) is connected with a steel plate (4) through hinges; a pulley (7) is arranged above the platform base plate (3); one end of a first steel cable (8) is connected to a steel plate (4), and the other end of the first steel cable (8) passes by the pulley (7) and is connected to the platform base plate (3); the platform base plate (3) is provided with a trolley (6) for loading goods; two ends of the platform base plate (3) are connected through a second steel cable (9); the upper end of the second steel cable (9) is connected to a hook which can be controlled to go up and down; the platform base plate (3) moves up, so that the trolley (6) slides to the steel plate (4); the platform base plate (3) moves down and pulls the end of the first steel cable (8), which is connected with the steel plate (4), so that the platform base plate (3) rotates anticlockwise; the descending of the platform base plate (3) can pull the steel plate (4) to go up continuously, so that the hoist structure saves more work load and reduces the labor intensity.
Description
Technical field
The utility model relates to the equipment hoisting field, particularly relates to a kind of for the super highrise building lifting component.
Background technology
When using traditional hanging method that equipment hoisting is advanced floor, usually adopt the method for " take by force and hang ", i.e. the nearly floor of oblique pull.Operating personnel are in floor, and equipment leans against outside floor, by horizontal force, the equipment hard draw advanced floor.During construction, need a plurality of skilled close collaborations that play heavy industry, could draw in stably mechanical floor to main equipment.The construction speed of this hanging method is very slow, and every main equipment enters floor all needs several hours, many persons three, four hours, and working security is poor, has the situation of tiltedly hanging, and operating personnel keep away the situation that unavoidably has the Hanging sectionally operation.
Advance the method for floor during therefore traditional main equipment lifting, have the shortcomings such as labour intensity is large, the lifting progress is slow, Hoisting Security poor performance.Along with the raising of building trade construction overall technology level, building operations will be guaranteed construction safety, and the lifting of super highrise building main equipment is in the urgent need to adopting new technology to realize that Hoisting Security is reliable, reduce labour intensity, improving lifting efficient.
Summary of the invention
For addressing the above problem, the utility model provides the hoisting platform of equipment hoisting on a kind of super highrise building that can effectively reduce lifting construction labour intensity.
the utility model solves the problems of the technologies described above the technical scheme that adopts: a kind of super highrise building builds lifting, comprise the platform floor that is arranged at the construction wall outside and horizontal positioned and the supporting traverse that is arranged at both sides, platform floor lower end, be provided with the support secondary beam between supporting traverse and platform floor, the construction wall of platform floor top is connected with steel plate, its top is provided with pulley and is fixed on body of wall by mast, the first cable wire one terminates on steel plate, the other end is walked around pulley and is connected on platform floor, the front end of steel plate is provided with baffle plate, steel plate can rotate freely around the fixed point in the vertical direction, platform floor is provided with the dolly of lade, the platform floor two ends connect by the second cable wire, the upper end of the second cable wire is connected on the hook of controllable lift.
Preferably, be connected through the hinge between described steel plate and body of wall.
Preferably, described support secondary beam is M shape girder and is provided with girder combination perpendicular to supporting traverse on M shape summit.
Preferably, described supporting traverse is that steel material is made.
Preferably, described support secondary beam is that steel material is made.
Preferably, be fixedly connected with by welding manner between described support secondary beam and supporting traverse and platform floor.
Preferably, described platform floor surrounding is provided with fence.
Preferably, on described steel plate, the front end at baffle plate is provided with fence.
this hoisting platform is encorbelmented platform floor and is arranged at the highrise building wall outer side, and by being installed on the support girder of platform floor bottom, supporting secondary beam supports the jumbo on platform floor and platform floor, when carrying out the Heavy Equipment-hoisting operation, first by tower crane with Heavy Equipment-hoisting on the loading trolley to the platform floor after, move up by the tower crane platform floor of slinging again, make steel plate rotate when mobile, when steel plate go to become with level 10 the degree in the time, the platform floor left end is blocked by steel plate, make itself and level acutangulate, dolly slides on steel plate along platform floor, platform floor is slowly put down, make it haul the first cable wire in the decline process, pass through pulley action, steel plate is rotated counterclockwise around fixed point, when it rotates to corresponding height, corresponding constructor can take off loading trolley.
The beneficial effects of the utility model: this hoisting platform and use the hanging method of this hoisting platform can effectively reduce the labour intensity of Heavy Equipment-hoisting on highrise building provides workman's efficiency.
Description of drawings
Fig. 1 is that the overall structure of the utility model embodiment is implemented schematic diagram;
Wherein: 1, supporting traverse; 2, support secondary beam; 3, platform floor; 4, steel plate; 5, baffle plate; 6, dolly; 7, pulley; 8, the first cable wire; 9, the second cable wire; 10, construction wall; 11, get the thing platform.
The specific embodiment
With reference to Fig. 1, the utility model is that a kind of super highrise building builds lifting, comprise the platform floor 3 that is arranged at construction wall 10 outsides and horizontal positioned and be arranged at the supporting traverse 1 of platform floor 3 both sides, lower end, be provided with between supporting traverse 1 and platform floor 3 and support secondary beam 2, supporting traverse 1 and support secondary beam 2 are steel material and make.M shape girder and be provided with girder perpendicular to supporting traverse 1 on M shape summit and be combined to form and support secondary beam 2, M shape girder and between M shape summit is provided with perpendicular to the girder of supporting traverse 1 by being welded and fixed.Support between secondary beam 2 and supporting traverse 1 and platform floor 3 and be fixedly connected with by welding manner.Be connected through the hinge between the construction wall 10 of platform floor 3 tops and steel plate 4.Its top is provided with pulley 7 and is fixed on body of wall 10 by mast, and the first cable wire 8 one terminates on steel plate 4, and the other end is walked around pulley 7 and is connected on platform floor 3, and the front end of steel plate 4 is provided with baffle plate 5, and the front end at baffle plate 5 on steel plate 4 is provided with fence.Steel plate 4 can rotate freely around the fixed point in the vertical direction, and platform floor 3 is provided with the dolly 6 of lade, is provided with fence in platform floor 3 surroundings.Platform floor 3 two ends connect by the second cable wire 9, and the upper end of the second cable wire 9 is connected on the hook of controllable lift.
by being installed on the support girder of platform floor 3 bottoms, supporting secondary beam supports the jumbo on platform floor and platform floor, when carrying out the Heavy Equipment-hoisting operation, first by tower crane with Heavy Equipment-hoisting on the loading trolley 6 to the platform floor 3 after, move up by the tower crane platform floor 3 of slinging again, make steel plate 4 rotate when mobile, when platform floor 3 moves to the junction of construction wall 10 and steel plate 4, platform floor 3 left ends are blocked by steel plate 4, when making the first cable wire 8 upwards pull platform floor 3, platform floor 3 left ends are stuck and can not move upward, right-hand member can move upward, platform floor 3 just can acutangulate with level, dolly 6 slides on steel plate 4 along platform floor 3, platform floor 3 is slowly put down, make it haul the first cable wire 8 in the decline process, by pulley 7 effects, thereby the other end of the first cable wire 8 moves upward and hauls steel plate 4 and be rotated counterclockwise around fixed point, when it rotates to desired height, corresponding constructor can take off loading trolley 6.
The above be only the specific embodiment of the present utility model, but protection domain of the present utility model is not limited to this, and any variation or replacement of expecting without creative work is within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain that claims were limited.
Claims (8)
1. a super highrise building builds lifting, it is characterized in that: comprise the platform floor (3) that is arranged at construction wall (10) outside and horizontal positioned and the supporting traverse (1) that is arranged at platform floor (3) both sides, lower end, be provided with between supporting traverse (1) and platform floor (3) and support secondary beam (2), the construction wall (10) of platform floor (3) top is connected with steel plate (4), its top is provided with pulley (7) and is fixed on body of wall (10) by mast, the first cable wire (8) terminates on steel plate (4), the other end is walked around pulley (7) and is connected on platform floor (3), the front end of steel plate (4) is provided with baffle plate (5), steel plate (4) can rotate freely around the fixed point in the vertical direction, platform floor (3) is provided with the dolly (6) of lade, platform floor (3) two ends connect by the second cable wire (9), the upper end of the second cable wire (9) is connected on the hook of controllable lift.
2. super highrise building according to claim 1 builds lifting, it is characterized in that: be connected through the hinge between described steel plate (4) and body of wall (10).
3. super highrise building according to claim 1 builds lifting, it is characterized in that: described support secondary beam (2) is provided with the girder combination perpendicular to supporting traverse (1) for M shape girder with on M shape summit.
4. super highrise building according to claim 1 builds lifting, and it is characterized in that: described supporting traverse (1) is made for steel material.
5. super highrise building according to claim 1 builds lifting, and it is characterized in that: described support secondary beam (2) is made for steel material.
6. super highrise building according to claim 1 builds lifting, it is characterized in that: be fixedly connected with by welding manner between described support secondary beam (2) and supporting traverse (1) and platform floor (3).
7. super highrise building according to claim 1 builds lifting, and it is characterized in that: described platform floor (3) surrounding is provided with fence.
8. super highrise building according to claim 1 builds lifting, it is characterized in that: the upper front end at baffle plate (5) of described steel plate (4) is provided with fence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320324358 CN203271161U (en) | 2013-06-06 | 2013-06-06 | Super-high-rise building construction hoist |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320324358 CN203271161U (en) | 2013-06-06 | 2013-06-06 | Super-high-rise building construction hoist |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203271161U true CN203271161U (en) | 2013-11-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320324358 Expired - Fee Related CN203271161U (en) | 2013-06-06 | 2013-06-06 | Super-high-rise building construction hoist |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203271161U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104030176A (en) * | 2014-05-30 | 2014-09-10 | 中建七局安装工程有限公司 | Balance beam for lifting platform truss and lifting method thereof |
-
2013
- 2013-06-06 CN CN 201320324358 patent/CN203271161U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104030176A (en) * | 2014-05-30 | 2014-09-10 | 中建七局安装工程有限公司 | Balance beam for lifting platform truss and lifting method thereof |
| CN104030176B (en) * | 2014-05-30 | 2016-06-29 | 中建七局安装工程有限公司 | The equalizer bar of hoisting platform truss and hanging method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131106 Termination date: 20210606 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |