CN206128600U - Mobilizable steel construction high altitude operation platform - Google Patents
Mobilizable steel construction high altitude operation platform Download PDFInfo
- Publication number
- CN206128600U CN206128600U CN201621005207.9U CN201621005207U CN206128600U CN 206128600 U CN206128600 U CN 206128600U CN 201621005207 U CN201621005207 U CN 201621005207U CN 206128600 U CN206128600 U CN 206128600U
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- main support
- unit
- longitudinally connected
- support
- cant beam
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Abstract
The utility model provides a mobilizable steel construction high altitude operation platform, includes supporting platform, install supporting platform upper portion all around the rail and install the mobile device in supporting platform both ends bottom, is supporting platform by the M parallel arrangement's of group main support element and M 1 group's longitudinal tie unit constitutes, through a set of longitudinal tie unit connection between adjacent two sets of main support element. Main support element is a long square frame who contains two rectangles, and two interior main support diagonal beam of rectangle constitute a herringbone structure, the longitudinal tie unit includes two longitudinal support crossbeams and a longitudinal support sloping, and two piece adjacent longitudinal support slopings constitute a herringbone structure, and there is the platen on the supporting platform upper berth. This high altitude operation platform mobility is good, the installation, dismantle convenient, safe and reliable, the elevation is adjusted in a flexible way convenient, the primary structure system of usable building, like the crane girder system, support system is removed in the conduct of guide rail body system, the high altitude construction facility of being convenient for, and component repeatedly usable, it is with low costs.
Description
Technical field
The utility model is related to build construction technical field, more particularly to one kind is for Crane Beam system and has
The building of removable altitude plant support system, this operating platform can directly by the use of crane beam orbit and support system as movement
Guide rail and support.For the installation of construct high-altitude structure and roofing roofing system component, color steel tile construction such as inside and outside factory building roof,
Roofing daylighting tile is constructed, the construction of roofing heat insulating material, indoor high-altitude water, electricity, fire-fighting system construction, high-altitude decorations work
Journey is constructed, steel structural overhead antirust, the construction of fireproof coating, and roof maintenance repair maintenance etc. is used.
Background technology
With the development in epoch, people are to clear height in building, space is big requires more and more higher, so as to high-altitude danger is highly difficult
Work operations amount is big. and modern architecture requires environment protecting and power-saving also progressively to popularize, and thermal insulation of roof, lighting performance are required and roof
The requirement of the attractive, decorative of inner side is improved constantly, and the use of thermal insulation of roof material can be effectively accomplished the thermal insulation separation of inner space
Thermal effect, while for inside top high-altitude position plastic simplicity effect attractive in appearance, it will usually arrange roof inner slab, roofing daylighting
Plate and decoration etc. must work high above the ground work. and in addition many buildings are such as provided with the mill construction of crane girder and are provided with removable
The building of High Altitude Platform, inherently has been provided with being available for mobile guide rail, and support platform.This high-altitude operation platform, can be direct
Using being arranged on crane beam orbit and be arranged on high-altitude operation platform.Can so work high above the ground be greatly improved
Efficiency, greatly reduce the danger coefficient and difficulty of construction of work high above the ground.
There is presently no the moveable steel knot for roof inner slab, roof support component, and roofing heat insulating material construction
Structure high-altitude operation platform, work high above the ground using interim high-altitude mechanical and sets up scaffold system mostly, and the problem for existing is：
1. support system is set up：Workload is big, and mobility is poor, and efficiency is low, and high cost is long in time limit；
2. high-altitude mechanical construction：Efficiency of construction bottom, high cost, levelling of the land degree has high demands, and mechanically actuated space requirement is big,
It is awkward, construction quality is poor.
3. facilities and equipment utilization rate is low, belongs to gadget and enforcement, and work high above the ground construction risk coefficient is big.
Utility model content
The purpose of this utility model is to provide a kind of moveable steel structural overhead operating platform, to overcome prior art
Existing above-mentioned deficiency.
The utility model is adopted the technical scheme that：
A kind of moveable steel structural overhead construction operation platform, including support platform, fence and mobile device, it is described to enclose
Hurdle is arranged on the surrounding on support platform top, and the mobile device is arranged on the bottom at support platform two ends；
The support platform is made up of M groups main support unit arranged in parallel and the longitudinally connected unit of M-1 groups, two adjacent groups
By one group of longitudinally connected unit connection between main support unit；
The main support unit is including in two moulding bed columns, two main support beams, a main support cant beam and one
Between column, two main support beams are connected to the upper and lower side of two moulding bed columns, and middle standing pillar is vertically connected on two masters
The middle part of support beam, so as to constitute a rectangular frame comprising two rectangles, main support cant beam is connected to each rectangle
It is diagonal on, main support cant beam in two rectangles constitutes a herringbone structure；
The longitudinally connected unit includes front longitudinally connected unit and rear longitudinally connected unit, the front longitudinally connected unit
It is identical with rear longitudinally connected cellular construction, including two longitudinal bracing crossbeams and a longitudinal bracing cant beam；
Two longitudinal bracing crossbeams of front longitudinally connected unit are connected to the moulding bed on front side of the main support unit of two adjacent groups
The upper and lower side of column, so as to constitute a rectangular frame with moulding bed column, the longitudinal bracing cant beam is connected to the right of rectangular frame
On angle, the longitudinal bracing cant beam of the longitudinally connected unit of two adjacent groups constitutes a herringbone structure；
Afterwards two longitudinal bracing crossbeams of longitudinally connected unit are connected to the moulding bed on rear side of the main support unit of two adjacent groups
The upper and lower side of column, so as to constitute a rectangular frame with moulding bed column, the longitudinal bracing cant beam is connected to the right of rectangular frame
On angle, the longitudinal bracing cant beam of the longitudinally connected unit of two adjacent groups constitutes a herringbone structure；
The value of above-mentioned M is the arbitrary integer between 8～30.
Its further technical scheme is：The mobile device includes anti-skidding off card slot and in anti-skidding off card slot
Steel pulley.
Further：Height adjustment mechanism is connected between the mobile device and support platform of described support platform one end,
The height adjustment mechanism includes the outer adjustable column and interior adjustable column being nested together that mutually slide, the same side of inside/outside adjustable column
Uniformly it is provided with regulating bolt connecting hole, outer adjustable column upper end connection support platform bottom, interior adjustable column lower end connection mobile device
Anti-skidding off card slot.
Platen is equipped with the support platform, the platen includes the little platen of M-1 blocks, and little platen is layered on adjacent two per block
Space top surface between the main support unit of group.
The fence is made up of multiple hock pens.
Because the moveable steel construction operating platform in a kind of high-altitude for adopting above-mentioned technical proposal, the utility model has such as
Lower beneficial effect：
1. a kind of moveable steel structural overhead operating platform of the utility model is provided with removable steel pulley, using original
There is crane girder track system to install and use, the demand of work high above the ground horizontal direction movement can be met, can be retained as a long time constructing
The daily inspection of thing is arranged and is used, and makes full use of existing resource, reduces the wasting of resources, and construction cost is low；
2. because a kind of moveable steel structural overhead operating platform of the utility model is provided with arrangement for adjusting height, can
Corresponding regulation is made according to the roofing of structures or the top surface gradient and causes that platform is consistent with roof pitch, absolute altitude flexible adjustment is just
Victory, positioning precision is high, and construction height is easy to control；
3. a kind of moveable steel structural overhead operating platform of the utility model is provided with and spacing anticreep draw-in groove and protection
Fence, mobile flexible, construction safety；
4. the utility model operating platform component system main member is capable of achieving standardization, the production of mass, main structure
It is threaded connection between part, installation, convenient disassembly, assembling speed is fast, and component is reusable, so as to reduce platform material
Consume and waste, reduces cost.
With reference to the accompanying drawings and examples to the skill of a kind of moveable steel structural overhead operating platform of the utility model
Art feature is described further.
Description of the drawings
Fig. 1～Fig. 5 is a kind of moveable steel structural overhead operating platform structural representation of embodiment one：
Fig. 1 is three-dimensional effect diagram, and Fig. 2 is elevation, and Fig. 3 is top view, and Fig. 4 is left view, and Fig. 5 is the C-C section views of Fig. 3
Figure；
Fig. 6 is the A portions enlarged drawing of Fig. 1；
Fig. 7 is the B portions enlarged drawing of Fig. 2；
Support unit structural representation based on Fig. 8；
Fig. 9 is Fence structure schematic diagram（A unit therein）；
Figure 10～Figure 11 is a kind of moveable steel structural overhead operating platform use state schematic diagram：
Figure 10 is three-dimensional effect diagram, and Figure 11 is planar effect picture；
Figure 12 is height adjustment mechanism structural representation；
Figure 13 is the D portions enlarged drawing of Figure 10；
Figure 14 is the E portions enlarged drawing of Figure 10；
Figure 15 is longitudinally connected cellular construction schematic diagram；
In figure：
A kind of moveable steel structural overhead operating platform of Q-the utility model；
1-height adjustment mechanism, 12-outer adjustable column, 121-regulating bolt connecting hole, 13-interior adjustable column,
131-regulating bolt connecting hole；2-support platform, 21-main support unit, 211-moulding bed column,
212-main support cant beam, 213-main support beam, 214-intermediate uprights, 22-longitudinally connected unit,
221-longitudinal bracing crossbeam, 222-longitudinal bracing cant beam, 3-mobile device, 31-anti-skidding off card slot, 32-steel
Pulley, 4-fence, 5-platen, 6-crane girder column, 7-track, 8-roofing.
Specific embodiment
Embodiment one：A kind of moveable steel structural overhead construction operation platform, including support platform 2, fence 4 and movement
Device 3, the fence is arranged on the surrounding on support platform top, and the mobile device is arranged on the bottom at support platform two ends,
The support platform is made up of 17 groups of main support units 21 arranged in parallel and 16 groups of longitudinally connected units 22, two adjacent groups master
By one group of longitudinally connected unit connection between support unit（Referring to accompanying drawing 1）；
The main support unit includes that two 211, two, moulding bed column main support beams 213, are main and supports cant beam 212
With a middle standing pillar 214, two main support beams are connected to the upper and lower side of two moulding bed columns, and middle standing pillar vertically connects
The middle part of two main support beams is connected on, so as to constitute a rectangular frame comprising two rectangles, main support cant beam 212 connects
Be connected on each rectangle it is diagonal on, main support cant beam in two rectangles constitutes a herringbone structure（Referring to accompanying drawing 8）；
The longitudinally connected unit 22 includes front longitudinally connected unit and rear longitudinally connected unit, the front longitudinally connected list
It is first identical with rear longitudinally connected cellular construction, including two longitudinal bracing crossbeams 221 and a longitudinal bracing cant beam 222；It is front vertical
The upper and lower side of the moulding bed column on front side of the main support unit of two adjacent groups is connected to two longitudinal bracing crossbeams of connection unit,
So as to moulding bed column constitute a rectangular frame, the longitudinal bracing cant beam be connected to rectangular frame it is diagonal on, two adjacent groups
The longitudinal bracing cant beam of longitudinally connected unit constitutes a herringbone structure；Afterwards two longitudinal bracing crossbeams of longitudinally connected unit are distinguished
The upper and lower side of the moulding bed column being connected on rear side of the main support unit of two adjacent groups, so as to constitute a rectangular frame with moulding bed column,
The longitudinal bracing cant beam be connected to rectangular frame it is diagonal on, the longitudinal bracing cant beam of the longitudinally connected unit of two adjacent groups is constituted
One herringbone structure（Referring to accompanying drawing 2 and accompanying drawing 15）；
The mobile device 3 includes anti-skidding off card slot 31 and the steel pulley 32 in anti-skidding off card slot（Referring to attached
Fig. 7）；
Height adjustment mechanism 1, the height are connected between the mobile device and support platform of described support platform one end
Governor motion includes the outer adjustable column 12 and interior adjustable column 13 being nested together that mutually slide, and the same side of inside/outside adjustable column is uniform
It is provided with regulating bolt connecting hole, the upper end of outer adjustable column 12 connection support platform bottom, the lower end of interior adjustable column 13 connection mobile device
Anti-skidding off card slot 31, inside/outside adjustable column by regulating bolt position；Platen 5, the platen are equipped with the support platform
Including 16 blocks of little platens, per block, little platen is layered on the space top surface between the main support unit of two adjacent groups；The fence is by multiple
Hock pen is constituted.
In the above-described embodiments：The number M of the main support unit can according to the size of steel-structure factory building span increase or
Reduce, the value of general M is the arbitrary integer between 8～30.
Using method：
1. crane beam span according to the actual factory building of engineering, the height of work high above the ground and concrete actual loading of constructing are big
Little selection support platform, the spanwise dimension of design operation platform, it is determined that the height of assembly, selects to design according to actual load-bearing situation
Suitable support system structure, carries out Assembling；The support platform is wholy set on supporting surface（Or driving crossbeam）'s
On track, it is used as displacement；
2. color steel tile construction inside and outside roofing, the construction of roofing daylighting tile, the construction of roofing heat insulating material, indoor high-altitude are carried out
Water, electricity, fire-fighting system construction, the construction of high-altitude Decorating Project, steel structural overhead antirust, the construction of fireproof coating, roof day
When often repair and maintenance is constructed, according to the inclination concrete condition of construction roofing, by stretching the outer adjusting elevation of adjustable column 12 machine is adjusted
The height of structure, regulates and inject after height regulating bolt positioning.
Claims (5)
1. a kind of moveable steel structural overhead construction operation platform, it is characterised in that：Including support platform（2）, fence（4）With
Mobile device（3）, installed in the surrounding on support platform top, the mobile device is installed in support platform two ends for the fence
Bottom；
The support platform is by M groups main support unit arranged in parallel（21）With the longitudinally connected unit of M-1 groups（22）Constitute, it is adjacent
By one group of longitudinally connected unit connection between two groups of main support units；
The main support unit includes two moulding bed columns（211）, two pieces main support beams（213）, a main support cant beam
（212）With a middle standing pillar（214）, two main support beams are connected to the upper and lower side of two moulding bed columns, middle vertical
Post is vertically connected on the middle part of two main support beams, so as to constitute a rectangular frame comprising two rectangles, main support
Cant beam（212）Be connected to each rectangle it is diagonal on, main support cant beam in two rectangles constitutes a herringbone structure；
The longitudinally connected unit（22）Including front longitudinally connected unit and rear longitudinally connected unit, the front longitudinally connected unit
It is identical with rear longitudinally connected cellular construction, including two longitudinal bracing crossbeams（221）With a longitudinal bracing cant beam（222）；
Two longitudinal bracing crossbeams of front longitudinally connected unit are connected to the moulding bed column on front side of the main support unit of two adjacent groups
Upper and lower side, so as to moulding bed column constitute a rectangular frame, the longitudinal bracing cant beam be connected to rectangular frame it is diagonal on,
The longitudinal bracing cant beam of the longitudinally connected unit of two adjacent groups constitutes a herringbone structure；
Afterwards two longitudinal bracing crossbeams of longitudinally connected unit are connected to the moulding bed column on rear side of the main support unit of two adjacent groups
Upper and lower side, so as to moulding bed column constitute a rectangular frame, the longitudinal bracing cant beam be connected to rectangular frame it is diagonal on,
The longitudinal bracing cant beam of the longitudinally connected unit of two adjacent groups constitutes a herringbone structure；
The value of above-mentioned M is the arbitrary integer between 8～30.
2. a kind of moveable steel structural overhead construction operation platform according to claim 1, it is characterised in that：The shifting
Dynamic device（3）Including anti-skidding off card slot（31）And the steel pulley in anti-skidding off card slot（32）.
3. a kind of moveable steel structural overhead construction operation platform according to claim 2, it is characterised in that：Described
Height adjustment mechanism is connected between the mobile device and support platform of support platform one end（1）, the height adjustment mechanism includes
Mutually slide the outer adjustable column being nested together（12）With interior adjustable column（13）, the same side of inside/outside adjustable column is uniformly provided with regulation
Bolt connecting hole, outer adjustable column（12）Upper end connection support platform bottom, interior adjustable column（13）Lower end connection mobile device is anti-
Slip draw-in groove（31）.
4. a kind of moveable steel structural overhead construction operation platform according to claim 3, it is characterised in that：Described
Platen is equipped with support platform（5）, the platen includes the little platen of M-1 blocks, and per block, little platen is layered on that two adjacent groups are main to support single
Space top surface between unit.
5. a kind of moveable steel structural overhead construction operation platform according to claim 4, it is characterised in that：It is described to enclose
Hurdle is made up of multiple hock pens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621005207.9U CN206128600U (en) | 2016-08-31 | 2016-08-31 | Mobilizable steel construction high altitude operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621005207.9U CN206128600U (en) | 2016-08-31 | 2016-08-31 | Mobilizable steel construction high altitude operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128600U true CN206128600U (en) | 2017-04-26 |
Family
ID=58568720
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621005207.9U Expired - Fee Related CN206128600U (en) | 2016-08-31 | 2016-08-31 | Mobilizable steel construction high altitude operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128600U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816223A (en) * | 2017-12-01 | 2018-03-20 | 江苏沪宁钢机股份有限公司 | A kind of safety and stability type platform canopy station and its installation method |
| CN108104484A (en) * | 2017-12-15 | 2018-06-01 | 浙江钢泰钢结构工程有限公司 | A kind of assembling type steel structure sliding rack |
| CN110259096A (en) * | 2019-06-26 | 2019-09-20 | 重庆科技学院 | The certainly mobile operation platform of civil engineering and its application method |
| CN111636667A (en) * | 2020-04-28 | 2020-09-08 | 贵州航天建设工程有限公司 | High-altitude operation platform construction method and operation platform applied to large-span plant |
-
2016
- 2016-08-31 CN CN201621005207.9U patent/CN206128600U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816223A (en) * | 2017-12-01 | 2018-03-20 | 江苏沪宁钢机股份有限公司 | A kind of safety and stability type platform canopy station and its installation method |
| CN107816223B (en) * | 2017-12-01 | 2023-07-28 | 江苏沪宁钢机股份有限公司 | Safe and stable type station canopy station house and installation method thereof |
| CN108104484A (en) * | 2017-12-15 | 2018-06-01 | 浙江钢泰钢结构工程有限公司 | A kind of assembling type steel structure sliding rack |
| CN108104484B (en) * | 2017-12-15 | 2024-04-19 | 浙江钢泰钢结构工程有限公司 | Assembled steel construction frame that slides |
| CN110259096A (en) * | 2019-06-26 | 2019-09-20 | 重庆科技学院 | The certainly mobile operation platform of civil engineering and its application method |
| CN111636667A (en) * | 2020-04-28 | 2020-09-08 | 贵州航天建设工程有限公司 | High-altitude operation platform construction method and operation platform applied to large-span plant |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20170426 Termination date: 20200831 |