CN208763382U - A kind of removable hydraulic up-down floor scaffold of umbrella shape - Google Patents
A kind of removable hydraulic up-down floor scaffold of umbrella shape Download PDFInfo
- Publication number
- CN208763382U CN208763382U CN201820923825.4U CN201820923825U CN208763382U CN 208763382 U CN208763382 U CN 208763382U CN 201820923825 U CN201820923825 U CN 201820923825U CN 208763382 U CN208763382 U CN 208763382U
- Authority
- CN
- China
- Prior art keywords
- umbrella shape
- operating platform
- pedestal
- hydraulic
- top surface
- 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
- Movable Scaffolding (AREA)
Abstract
It includes that pedestal, the traveling wheel for being connected to one opposite side of pedestal, circumferential uniform intervals branch are located at the jack of the base end face, the umbrella shape operating platform at the center for being connected to the base top surface, the hydraulic jacking device that is connected between umbrella shape operating platform and the pedestal and the control device for being located at the base top surface side that a kind of umbrella shape, which moves hydraulic up-down floor scaffold,.The umbrella shape operating platform include the telescopic support for being connected to the base top surface center vertically, cover on the telescopic support connection rotary table, be fixedly connected on the telescopic support top surface operating platform plate, uniform intervals be hinged on the horizontal boom beam of the operating platform plate lateral surface and be hinged in the middle part of the cantilever beam and the connection rotary table on lifting beam between.The utility model, which solves existing full hall scaffold, to be taken and tears open complicated, is used in turn that number is few, the high problem of construction cost.
Description
Technical field
The utility model relates to construction ancillary equipment field, especially a kind of umbrella shape moves hydraulic up-down floor
Scaffold.
Background technique
In China's building trade, scaffolding work is an important engineering, and scaffolding work will have a direct impact on
The development of building trade, during concrete floor slab construction at this stage, what is generallyd use is extremely forming for full hall formula scaffold
When, but this supporting form has some disadvantages: since full hall formula scaffolding structure is complicated, there are some potential safety problems,
And it is slow to set up speed, needs to repeat to take to tear open, with duration, influences the entire duration of a project, and for construction personnel, set up work
Work amount is big, and labor intensity is high, in addition, the steel using amount of scaffold is bigger for engineering economy, and the use of scaffold
The number of turnover is few, and construction cost is high.
Utility model content
The purpose of the utility model is to provide a kind of umbrella shapes to move hydraulic up-down floor scaffold, to solve existing full
Hall scaffold, which is taken, to be torn open complicated, is used in turn that number is few, the high problem of construction cost.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of umbrella shape moves hydraulic up-down floor scaffold, including pedestal, is connected to the row of one opposite side of pedestal
Walk wheel, circumferential uniform intervals branch is located at the jack of the base end face, the umbrella shape behaviour at the center for being connected to the base top surface
Make platform, the hydraulic jacking device being connected between umbrella shape operating platform and the pedestal and is located at the base top surface side
Control device.
The umbrella shape operating platform includes the telescopic support for being connected to the base top surface center vertically, covers and stretch described
Connection rotary table on contracting supporting element, operating platform plate, the uniform intervals for being fixedly connected on the telescopic support top surface are hinged on
It eight cantilever beams of the operating platform plate lateral surface and is hinged in the middle part of the cantilever beam and on the connection rotary table along it
Between lifting beam.
The hydraulic jacking device uniform intervals are located between the base top surface and the bottom surface of the connection rotary table.
The side of the pedestal is connected with passage handle.
The telescopic support includes first segment sleeve, the second section sleeve and the third section that three sections are successively socketed from the inside to the outside
Sleeve.
The bottom surface of the first segment sleeve is connected to the top surface of the pedestal, and the top surface of the third section sleeve is connected to institute
State the bottom surface of operating platform plate.
The operating platform plate is in octagon, and it is convex that the bottom center on every side is equipped with the connection vertically protruded straight down
Rib.
The inner termination of the cantilever beam is hingedly connected to the vertical connection fin of the operating platform plate by high-strength bolt
On.
The connection rotary table is in up big and down small truncated cone-shaped, and center is provided with the circular hole passed through for the telescopic support,
And the diameter of the circular hole is greater than 3~5mm of outer diameter of the third section sleeve.
The control device is electrically connected with hydraulic jacking device controller and traveling wheel controller.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The utility model has carried out mechanization design to scaffold, improves the mechanization degree of scaffold;By hydraulic
Jacking apparatus realizes the lifting of umbrella shape operating platform, provides more flexible lifting space, between each component of umbrella shape operating platform
Articulated connection, forms an entirety, and without carrying out complicated rod piece installation and the disassembly of the rod piece in later period, when use need to only pass through
Hydraulic jacking device can construct after jacking to design height, after completion, then by hydraulic jacking device be operated umbrella shape
Platform is withdrawn, and whole process is simple and convenient, improves construction efficiency, and reduce the space hold of scaffold;Umbrella shape behaviour
Make platform to be supported by telescopic support, and Auxiliary support is carried out by lifting beam, dual support structure increases umbrella shape
The stability of operating platform;Umbrella shape operating platform acts not only as support platform, can also go up people, as artificial construction's platform,
And the bottom of scaffold is equipped with traveling wheel, can be remotely controlled by control device, facilitate construction personnel's operation, remove staff from
Climbing up and down.
The utility model, which not only can be adapted for cast-type building, can be also used for assembled architecture support, can be also used for
Finishing etc. needs the construction site of high-rise working, widely used.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Structural schematic diagram when Fig. 1 is the utility model opening state.
Fig. 2 is structural schematic diagram when the utility model is not switched on state.
Fig. 3 is the enlarged structure schematic diagram in the portion A in Fig. 2.
Appended drawing reference: 1-pedestal, 2-traveling wheels, 3-jack, 4-hydraulic jacking devices, 5-control devices, 6-
Telescopic support, 7-connection rotary tables, 8-operating platform plates, 9-cantilever beams, 10-lifting beams, 11-passage handles, 12-are erected
It is direct-connected to connect fin.
Specific embodiment
For embodiment referring to shown in Fig. 1 to Fig. 3, a kind of umbrella shape moves hydraulic up-down floor scaffold, including pedestal 1,
It is connected to two pairs of traveling wheels 2 of a pair of of the side of the pedestal 1, circumferential uniform intervals branch is located at the jack of 1 bottom surface of pedestal
3, it is connected to the umbrella shape operating platform at the center of 1 top surface of pedestal, is connected between umbrella shape operating platform and the pedestal 1
Hydraulic jacking device 4 and the control device 5 for being located at the 1 top surface side of pedestal;The traveling wheel 2 is one-way wheel or universal
Wheel;The umbrella shape operating platform includes the telescopic support 6 for being connected to 1 end face center of pedestal vertically, covers described flexible
It is connection rotary table 7 on supporting element 6, the operating platform plate 8 for being connected to 6 top surface of telescopic support, uniform by high-strength bolt
Interval is hinged on the horizontal boom beam 9 of 8 lateral surface of operating platform plate and is hinged on the cantilever beam 9 by high-strength bolt
Lifting beam 10 on middle part and the connection rotary table 7 between;4 uniform intervals of hydraulic jacking device are located at the pedestal 1
Between top surface and the bottom surface of the connection rotary table 7;The one side of the pedestal 1 is connected with passage handle 11;The retractable support
Part 6 includes first segment sleeve, the second section sleeve and the third section sleeve that three sections are successively socketed from the inside to the outside;The first segment sleeve
Outer diameter and the second section sleeve internal diameter be adapted, the internal diameter of the outer diameter of the second section sleeve and the third section sleeve
It is adapted;The bottom surface of the first segment sleeve is connected to the top surface of the pedestal 1, and the top surface of the third section sleeve is connected to institute
State the bottom surface of operating platform plate 8;The operating platform plate 8 is in octagon, and the bottom center on every side is equipped with convex straight down
Vertical connection fin 12 out;The inner termination of eight be connected on octagon operating platform plate the cantilever beam 9 passes through high-strength
Bolted splice is connected on the vertical connection fin 12 of the operating platform plate 8;The connection rotary table 7 is in up big and down small rotary table
Shape, center is provided with the circular hole passed through for the telescopic support 6, and the diameter of the circular hole is greater than the third section sleeve
3~5mm of outer diameter;The control device 5 is electrically connected with hydraulic jacking device controller and traveling wheel controller;Scaffold is not
When opening, 1 square metre of high 1.5m, occupied area are adapted to each position of building substantially, and structure can be with after pouring
It is released from doorway, scaffold highly reaches 3.3m after opening, and applies generally to the height of common buildings single layer.
The construction method of hydraulic up-down floor scaffold is moved using umbrella shape described in right,
Construction method when scaffold is as fixed operation platform:
Step 1, a hand steered cantilever beam 9 one hold passage handle 11 and scaffold are pushed into construction site position to be onstructed.
Step 2 starts jack 3, and the traveling wheel 2 is made to be detached from ground.
Step 3, while hydraulic jacking device 4 is started by hydraulic jacking device controller and is jacked upwards, hydraulic lifting dress
Setting 4, to designing and constructing highly, simultaneous retractable supporting element 6 rises jacking connection rotary table 7 upwards, and cantilever beam 9 is flared out until water
It is flat.
Step 4, construction personnel carry out cast-in-situ floor construction on operating platform plate 8: building is carried out on operating platform plate 8
Plate formwork erection and reinforcing bar binding, then pouring floorslab concrete or carpenter, side installs slab form, Zhi Haolou at the scene
Slab form is hung to umbrella shape by tower crane after template die plate to move on hydraulic up-down floor scaffold, reinforcing bar is then carried out and ties up
It pricks, casting concrete.
Step 5 starts hydraulic lifting dress by hydraulic jacking device controller after floorslab concrete reaches demoulding requirement
4 retracted downwards are set, connection rotary table 7,9 retracted downward of telescopic support 6 and cantilever beam are driven.
Step 6 repeats step 1 to step 5, scaffold is moved to next position to be onstructed.
Construction method when scaffold is as mobile operation platform:
Step 1, a hand steered cantilever beam 9 one hold passage handle 11 and scaffold are pushed into construction site position to be onstructed.
Step 2, operating platform plate 8 on construction personnel station.
Step 3 starts hydraulic jacking device 4 by hydraulic jacking device controller and jacks upwards, hydraulic jacking device 4
Connection rotary table 7 is jacked upwards to design and construction height, simultaneous retractable supporting element 6 rises, and cantilever beam 9 is flared out up to horizontal,
Or hydraulic jacking device 4 is started by hydraulic jacking device controller and is jacked upwards, the jacking connection upwards of hydraulic jacking device 4
Rotary table 7, when connection 7 top surface of rotary table is not up to the bottom surface of third section sleeve, cantilever beam 9 can not open, moving range and behaviour
It is wider to make personnel's opereating specification.
Step 4, by traveling wheel controller lock traveling wheel 2, construction personnel starts to construct.
Step 5, when needing movable Scaffold, construction personnel is remotely controlled scaffold by traveling wheel controller and is moved to down
One position to be onstructed.
Step 6 repeats five until all construction completions.
Claims (8)
1. a kind of umbrella shape moves hydraulic up-down floor scaffold, it is characterised in that: including pedestal (1), be connected to the bottom
The traveling wheel (2) of (1) one opposite side of seat, circumferential uniform intervals branch are located at the jack (3) of the pedestal (1) bottom surface, are connected to institute
The umbrella shape operating platform for stating the center of pedestal (1) top surface, the hydraulic top being connected between umbrella shape operating platform and the pedestal (1)
The control device (5) for rising device (4) and being located at the pedestal (1) top surface side;
The umbrella shape operating platform includes the telescopic support (6) for being connected to the pedestal (1) end face center vertically, covers described
Connection rotary table (7) on telescopic support (6), the operating platform plate (8) for being fixedly connected on the telescopic support (6) top surface,
Uniform intervals are hinged on eight cantilever beams (9) of operating platform plate (8) lateral surface and are hinged in the cantilever beam (9)
Lifting beam (10) in portion and connection rotary table (7) between;
Hydraulic jacking device (4) uniform intervals be located at the pedestal (1) top surface and it is described connection rotary table (7) bottom surface it
Between.
2. umbrella shape moves hydraulic up-down floor scaffold according to claim 1, it is characterised in that: the pedestal (1)
Side be connected with passage handle (11).
3. umbrella shape moves hydraulic up-down floor scaffold according to claim 1, it is characterised in that: the retractable support
Part (6) includes first segment sleeve, the second section sleeve and the third section sleeve that three sections are successively socketed from the inside to the outside.
4. umbrella shape moves hydraulic up-down floor scaffold according to claim 3, it is characterised in that: the first segment set
The bottom surface of cylinder is connected to the top surface of the pedestal (1), and the top surface of the third section sleeve is connected to the operating platform plate (8)
Bottom surface.
5. umbrella shape moves hydraulic up-down floor scaffold according to claim 4, it is characterised in that: the operating platform
Plate (8) is in octagon, and the bottom center on every side is equipped with the vertical connection fin (12) protruded straight down.
6. umbrella shape moves hydraulic up-down floor scaffold according to claim 5, it is characterised in that: the cantilever beam
(9) inner termination is hingedly connected on the vertical connection fin (12) of the operating platform plate (8) by high-strength bolt.
7. moving hydraulic up-down floor scaffold according to umbrella shape described in claim 3-6 any one, it is characterised in that: institute
Connection rotary table (7) is stated in up big and down small truncated cone-shaped, center is provided with the circular hole passed through for the telescopic support (6), and institute
The diameter for stating circular hole is greater than 3~5mm of outer diameter of the third section sleeve.
8. umbrella shape moves hydraulic up-down floor scaffold according to claim 1, it is characterised in that: the control device
(5) it is electrically connected with hydraulic jacking device controller and traveling wheel controller.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820923825.4U CN208763382U (en) | 2018-06-14 | 2018-06-14 | A kind of removable hydraulic up-down floor scaffold of umbrella shape |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820923825.4U CN208763382U (en) | 2018-06-14 | 2018-06-14 | A kind of removable hydraulic up-down floor scaffold of umbrella shape |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208763382U true CN208763382U (en) | 2019-04-19 |
Family
ID=66127736
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820923825.4U Expired - Fee Related CN208763382U (en) | 2018-06-14 | 2018-06-14 | A kind of removable hydraulic up-down floor scaffold of umbrella shape |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208763382U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108518053A (en) * | 2018-06-14 | 2018-09-11 | 河北建筑工程学院 | A kind of umbrella shape moves hydraulic up-down floor scaffold and its construction method |
-
2018
- 2018-06-14 CN CN201820923825.4U patent/CN208763382U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108518053A (en) * | 2018-06-14 | 2018-09-11 | 河北建筑工程学院 | A kind of umbrella shape moves hydraulic up-down floor scaffold and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108518053A (en) | A kind of umbrella shape moves hydraulic up-down floor scaffold and its construction method | |
CN101824910B (en) | Quick template supporting construction method of elevator shaft | |
US4076778A (en) | Climbing formwork | |
CN204343173U (en) | A kind of Segmental assembling bridge-erecting machine | |
CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
CN105839543A (en) | High bridge pier self-lifting outer frame over-form construction technology | |
CN208763382U (en) | A kind of removable hydraulic up-down floor scaffold of umbrella shape | |
CN106150525A (en) | A kind of rock anchorage beam construction trolley and construction method thereof | |
CN207332900U (en) | A kind of concrete wall placing installation | |
CN106522541B (en) | A kind of template suspension centre spandrel girder of steel platform and the hanging method of template system | |
CN116607426A (en) | Arch bridge outsourcing concrete construction platform system and construction method | |
CN216765625U (en) | Integral hydraulic creeping formwork structure for double-column pier construction | |
CN108660928B (en) | Bridge high pier climbing formwork lifting device | |
KR20120122790A (en) | Apparatus for forming underground dome structure by oil pressure type lift and constructing method using the same | |
KR20120122800A (en) | Apparatus for forming underground dome structure by oil pressure type lift and constructing method using the same | |
CN102720360B (en) | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box | |
CN216515141U (en) | Novel cantilever construction creeping formwork device | |
CN206111212U (en) | Rock -anchored beam construction trolley car | |
CN212832428U (en) | Wet seam template hoist device | |
CN104948206B (en) | Slip form trolley for concrete casting of arched inclined shaft | |
CN209907435U (en) | Pipe rack platform truck for comprehensive pipe rack building construction | |
CN211737150U (en) | Tunnel cable ditch and ditch construction trolley | |
CN205804945U (en) | A kind of full hall scaffold | |
CN111747313A (en) | Construction method for hoisting precast beam in warehouse logistics building | |
JP2961306B2 (en) | Work scaffold |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
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: 20190419 |