CN208220165U - High-altitude soft operation platform - Google Patents
High-altitude soft operation platform Download PDFInfo
- Publication number
- CN208220165U CN208220165U CN201820366384.2U CN201820366384U CN208220165U CN 208220165 U CN208220165 U CN 208220165U CN 201820366384 U CN201820366384 U CN 201820366384U CN 208220165 U CN208220165 U CN 208220165U
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- Prior art keywords
- hole
- lace curtaining
- steel wire
- strip
- operation platform
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Abstract
The utility model relates to operating platform technical fields, disclose a kind of high-altitude soft operation platform.The utility model includes the reversed beam being arranged in above the peripheral structure edge of hole, draws the steel wire support being located at below hole, is laid on the flitch of steel wire support top, and the plank sheathing being fixed on flitch；Strip through-hole is arranged at intervals in reversed beam, strip through-hole is arranged along reversed beam length direction interval；Steel wire support includes lower layer's lace curtaining and the upper layer lace curtaining above lower layer's lace curtaining, it is made of the wirerope of one group of laid out in parallel, upper layer lace curtaining is arranged along the extreme length direction at hole, and overlap vertical with upper layer lace curtaining of lower layer's lace curtaining forms reticular structure, and the strip through-hole and wirerope correspond；The steel wire rope end head of steel wire support is fixed after passing through the strip through-hole in reversed beam；Flitch is arranged along length direction, the uniform intervals of upper layer lace curtaining.The utility model is torn open convenient for taking, and construction cost is low, occupies little space, and flexible in application extensive, construction efficiency is high.
Description
Technical field
The utility model relates to operating platform technical fields, more particularly to a kind of high-altitude soft operation platform.
Background technique
Often there is the case where tall, large span in modern architecture, the superstructure aerial positioned at height, such as furred ceiling, roof,
It generally requires to set up operating platform in the air high in construction.General operating platform is to use to set up wooden model on steel pipe scaffold
Plate, or do type steel support and set up plank sheathing and combine the rigid operating platform to be formed.
The first putting up platform form, with the increase of operating platform scaffolding height, the requirement to scaffold basis is more next
It is higher, not only increase construction cost, and taking for basic scaffold is torn open and its cumbersome, time-consuming and laborious, construction efficiency is low, heavier
It wants, the space below operating platform is occupied by scaffold, and the environment for not only taking separation of copulating moth construction site has higher requirement,
And the space occupied causes great inconvenience to the construction of lower section, drastically influences the duration of construction.
Fashioned iron is arranged in the structure around high-rise region to be onstructed, then in fashioned iron bone in second of putting up platform form
Plank sheathing is laid on frame, it is higher to the intensity requirement for the surrounding structure set up since fashioned iron self weight is larger, using by biggish
Limitation, and the intensity of fashioned iron with the increase for setting up span it is in exponential increase, higher cost；The company of fashioned iron and surrounding structure
It connects, generally requires setting built-in fitting, working procedure is cumbersome, and safety coefficient is low.
Utility model content
The utility model provides one kind and tears open convenient for taking, and construction cost is low, occupies little space, flexible in application extensive, construction effect
The high high-altitude soft operation platform of rate.
Technical problems to be solved are: existing scaffold operating platform is at high cost, takes and tears cumbersome, time-consuming and laborious, construction open
Low efficiency, the space below operating platform are occupied by scaffold, and larger using limiting, the space occupied is caused to the construction of lower section
It is greatly inconvenient；Type steel skeleton operating platform is higher to the intensity requirement for the surrounding structure set up, using by biggish limitation,
At high cost, working procedure is cumbersome, and safety coefficient is low.
In order to solve the above technical problems, the utility model adopts the following technical solution:
The utility model high-altitude soft operation platform, including the reversed beam above the peripheral structure edge of hole is arranged in, drawing is located at
Steel wire support below hole, is laid on the flitch of steel wire support top, and the plank sheathing being fixed on flitch；
Strip through-hole is arranged at intervals in reversed beam, strip through-hole is arranged along reversed beam length direction interval；
Steel wire support includes lower layer's lace curtaining and the upper layer lace curtaining above lower layer's lace curtaining, by the steel of one group of laid out in parallel
Cord composition, upper layer lace curtaining along hole extreme length direction be arranged, lower layer's lace curtaining it is vertical with upper layer lace curtaining overlap formed it is netted
Structure, the strip through-hole and wirerope correspond；After the steel wire rope end head of steel wire support passes through the strip through-hole in reversed beam
It is fixed；
Flitch is arranged along length direction, the uniform intervals of upper layer lace curtaining.
The utility model high-altitude soft operation platform, further, the reversed beam are concrete structure, and horizontal breadth is not less than
200mm is highly not less than 150mm.
The utility model high-altitude soft operation platform, further, the strip through-hole dips down close to entrance orientations side
The angle of tiltedly setting, the strip through-hole and horizontal direction is not more than 20 °.
The utility model high-altitude soft operation platform is further provided with pvc pipe, strip through-hole in the strip through-hole
Inner sidewall be bonded setting with the lateral wall of pvc pipe.
The utility model high-altitude soft operation platform, further, the spacing between the adjacent steel cord of the upper layer lace curtaining
No more than 600mm, the spacing between the adjacent steel cord of lower layer's lace curtaining is not more than 2500mm.
The utility model high-altitude soft operation platform, further, the diameter of the wirerope are not less than 15mm.
The utility model high-altitude soft operation platform, further, the upper layer lace curtaining intersect with the wirerope of lower layer's lace curtaining
Place is fastened by the first U-shaped padlock.
The utility model high-altitude soft operation platform, further, the steel wire rope end head unroll shape after passing through strip through-hole
After circularizing section, then fastened by least three the second U-shaped padlock, at overlapping section close to the of reversed beam with wirerope congruent form
A segmental arc is installed in steel wire rope end head overlapping section between two U-shaped buttons and adjacent second U-shaped button.
The utility model high-altitude soft operation platform, further, the second U-shaped button and reversed beam side elevation of the close reversed beam
Between be provided with fixing backing plate.
The utility model high-altitude soft operation platform, further, the distance between adjacent described flitch are not more than 300mm,
Binding and fixing are supportted by steel wire and steel wire in the both ends and middle part of flitch.
The utility model high-altitude soft operation platform has the following beneficial effects: compared with prior art
The utility model high-altitude soft operation platform is erected at height in the air, and surrounding is fixed with hole peripheral structure to be onstructed, no
Lower section construction space is occupied, limit by construction environment in application process smaller, other that will not influence lower space are constructed.
The utility model supports the brace foundation as entire soft operation platform using steel wire, not only significantly reduces branch support group
The self weight of plinth reduces the load of operating platform, allows to be suitable for the biggish putting up platform of span, the scope of application is wider
It is general, and construction cost is greatly reduced, working procedure is simplified, construction efficiency is improved, is suitable for hole of various shapes
Construction.
The steel wire support of the utility model uses Dual-layer lace curtaining and vertically overlaps setting, and bearing capacity is strong, stress equalization,
Substantially increase the stability and fastness of soft operation platform.
It unrolls after the steel wire penetrating strip through-hole of the utility model fixation, is provided with pvc pipe in strip through-hole, be convenient for steel
Cord is worn, and reduces operation difficulty, while reducing the coefficient of friction in duct, avoids wirerope hair when passing through strip through-hole
Raw abrasion scratches；In addition, steel wire rope end head overlaps after unrolling, fastened by U-shaped padlock, it is convenient to operate, and substantially increases
Construction efficiency；Then it by fixing backing plate, prevents steel wire rope end head from gliding out strip through-hole in stress condition, substantially increases soft
The safety of operating platform.
The high-altitude soft operation platform of the utility model is described further with reference to the accompanying drawing.
Detailed description of the invention
Fig. 1 is the partial cross section structural schematic diagram of the utility model high-altitude soft operation platform；
Fig. 2 is the arrangement schematic diagram of steel wire support；
Fig. 3 is the structural schematic diagram of steel wire rope end head.
Appended drawing reference:
1- reversed beam；2- strip through-hole；The support of 3- steel wire；31- lower layer lace curtaining；The upper layer 32- lace curtaining；4- flitch；5- plank sheathing；
6- the first U-shaped button；7- fixes backing plate；81- ring segment；82- overlaps section；83- segmental arc；9- the second U-shaped button.
Specific embodiment
As shown in Figure 1, the utility model high-altitude soft operation platform include be arranged in it is anti-above the peripheral structure edge of hole
Beam 1 draws the steel wire support 3 being located at below hole, is laid on the flitch 4 of 3 top of steel wire support, and is fixed on flitch 4
Plank sheathing 5.
Reversed beam 1 is concrete structure, and horizontal breadth is not less than 200mm, is highly not less than 150mm, according to practice of construction item
Purpose span is adjusted, and should be able to bear the maximum pull of soft operation platform, strip through-hole 2, bar shaped are arranged at intervals in reversed beam 1
Through-hole 2 is arranged along 1 length direction interval of reversed beam, and strip through-hole 2 is sloped downwardly setting, strip through-hole 2 close to entrance orientations one
Be not more than 20 ° with the angle of horizontal direction, be provided with pvc pipe in strip through-hole 2, the inner sidewall of strip through-hole 2 and pvc pipe it is outer
Side wall fitting setting, practice of construction are that pre-buried pvc pipe forms strip through-hole 2 in reversed beam 1 in the process.
As shown in Fig. 2, steel wire support 3 includes lower layer's lace curtaining 31 and the upper layer lace curtaining 32 above lower layer's lace curtaining 31,
Be made of the wirerope of one group of laid out in parallel, upper layer lace curtaining 32 along hole extreme length direction be arranged, lower layer's lace curtaining 31 with it is upper
Layer lace curtaining 32 is vertically overlapping to form reticular structure, and the spacing between the adjacent steel cord of upper layer lace curtaining 32 is not more than 600mm, lower layer
Spacing between the adjacent steel cord of lace curtaining 31 is not more than 2500mm, and specific spacing is according to practice of construction span and load situation
It is adjusted and selects, strip through-hole 2 and wirerope correspond on reversed beam 1；The diameter of wirerope is not less than 15mm, specific root
It is adjusted according to the span and stress condition of steel wire support 3；Upper layer lace curtaining 32 and the wirerope intersection of lower layer lace curtaining 31 pass through
First U-shaped button 6 is locked；As shown in figure 3, the steel wire rope end head of steel wire support 3 is solid after the strip through-hole 2 in reversed beam 1
It is fixed, steel wire rope end head unrolls to form ring segment 81 after, then with wirerope congruent form pass through the second U-shaped of at least three at overlapping section 82
Button 9 is locked, and overlapping length is not less than 300mm, is provided between 1 side elevation of the second U-shaped button 9 and reversed beam of reversed beam 1
Backing plate 7 is fixed, fixing backing plate 7 is the steel plate that thickness is not less than 4mm, close to the second U-shaped button 9 of reversed beam 1 and adjacent second U-shaped button
It is installed with a segmental arc 83 in steel wire rope end head overlapping section 82 between 9, to examine whether wirerope produces in loading process
Raw sliding.
Flitch 4 is arranged along length direction, the uniform intervals of upper layer lace curtaining 32, and the distance between adjacent flitch 4 is not more than
3 binding and fixing are supportted by steel wire and steel wire in 300mm, the both ends and middle part of flitch 4.
Plank sheathing 5 is fixed by screws in 4 top of flitch.
The erection method of the utility model high-altitude soft operation platform, comprising the following steps:
Step 1: pouring reversed beam 1 above the edge of the peripheral structure at hole to be onstructed, and the pre-buried PVC in reversed beam 1
Pipe forms strip through-hole 2；
Step 2: wearing the wirerope of lower layer's lace curtaining 31, using jack by the exceptionally straight tension of wirerope, then end is returned
It fastens around and using U-shaped padlock, and setting fixes backing plate between 1 side elevation of the second U-shaped button 9 and reversed beam close to reversed beam 1
7；
Step 3: wearing the wirerope of upper layer lace curtaining 32, the concrete operations of fastening are identical as step 2；
It is locked Step 4: upper layer lace curtaining 32 is buckled 6 with 31 wirerope intersection of lower layer lace curtaining with the first U-shaped；
Step 5: being laid with flitch 4 from edge to centre, and flitch 4 is supportted into 3 binding and fixing by steel wire and steel wire；
Step 6: being laid with plank sheathing 5 from edge to centre, plank sheathing 5 is fixed by screws on flitch 4.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this
The various changes and improvements that the technical solution of utility model is made should all fall into the protection that the utility model claims book determines
In range.
Claims (10)
1. high-altitude soft operation platform, it is characterised in that: including the reversed beam (1) above the peripheral structure edge of hole is arranged in, drawing is set
Steel wire below hole supports (3), the flitch (4) being laid on above steel wire support (3), and is fixed on flitch (4)
Plank sheathing (5)；
It is arranged at intervals with strip through-hole (2) in reversed beam (1), strip through-hole (2) is arranged along reversed beam (1) length direction interval；
Steel wire support (3) includes lower layer's lace curtaining (31) and the upper layer lace curtaining (32) above lower layer's lace curtaining (31), by one group
The wirerope of laid out in parallel forms, and upper layer lace curtaining (32) is along the longest length direction setting in hole, lower layer's lace curtaining (31) and upper layer
Lace curtaining (32) is vertically overlapping to form reticular structure, and the strip through-hole (2) and wirerope correspond；Steel wire supports the steel of (3)
The strip through-hole (2) that cord end passes through in reversed beam (1) is fixed afterwards；
Length direction, uniform intervals of the flitch (4) along upper layer lace curtaining (32) are arranged.
2. soft operation platform in high-altitude according to claim 1, it is characterised in that: the reversed beam (1) is concrete structure, water
Flat thickness is not less than 200mm, is highly not less than 150mm.
3. soft operation platform in high-altitude according to claim 1, it is characterised in that: the strip through-hole (2) is close to hole side
It is sloped downwardly setting to one, the strip through-hole (2) and the angle of horizontal direction are not more than 20 °.
4. soft operation platform in high-altitude according to claim 1, it is characterised in that: be provided with PVC in the strip through-hole (2)
Pipe, the inner sidewall of strip through-hole (2) are bonded setting with the lateral wall of pvc pipe.
5. soft operation platform in high-altitude according to claim 1, it is characterised in that: the adjacent wires of the upper layer lace curtaining (32)
Spacing between rope is not more than 600mm, and the spacing between the adjacent steel cord of lower layer's lace curtaining (31) is not more than 2500mm.
6. soft operation platform in high-altitude according to claim 1, it is characterised in that: the diameter of the wirerope is not less than
15mm。
7. soft operation platform in high-altitude according to claim 1, it is characterised in that: the upper layer lace curtaining (32) and lower layer's lace curtaining
(31) (6) are buckled by the first U-shaped and are locked in wirerope intersection.
8. soft operation platform in high-altitude according to claim 1, it is characterised in that: the steel wire rope end head passes through strip through-hole
(2) it is unrolled after forming ring segment (81) after, then passes through at least three the second U-shaped button at overlapping section (82) with wirerope congruent form
(9) it is locked, the steel wire rope end head between the second U-shaped button (9) and adjacent second U-shaped button (9) of reversed beam (1) overlaps section
(82) segmental arc (83) are installed on.
9. soft operation platform in high-altitude according to claim 8, it is characterised in that: the second U-shaped button of the close reversed beam (1)
(9) it is provided between reversed beam (1) side elevation and fixes backing plate (7).
10. soft operation platform in high-altitude according to claim 1, it is characterised in that: the distance between adjacent described flitch (4)
No more than 300mm, (3) binding and fixing are supportted by steel wire and steel wire in the both ends and middle part of flitch (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820366384.2U CN208220165U (en) | 2018-03-19 | 2018-03-19 | High-altitude soft operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820366384.2U CN208220165U (en) | 2018-03-19 | 2018-03-19 | High-altitude soft operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208220165U true CN208220165U (en) | 2018-12-11 |
Family
ID=64531786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820366384.2U Expired - Fee Related CN208220165U (en) | 2018-03-19 | 2018-03-19 | High-altitude soft operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208220165U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518972A (en) * | 2018-12-29 | 2019-03-26 | 中建局集团第建筑有限公司 | A kind of soft platform construction method of lighting roof |
| CN109637084A (en) * | 2019-01-29 | 2019-04-16 | 中国建筑第八工程局有限公司 | Warning device and its application method for rope net operation platform |
-
2018
- 2018-03-19 CN CN201820366384.2U patent/CN208220165U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518972A (en) * | 2018-12-29 | 2019-03-26 | 中建局集团第建筑有限公司 | A kind of soft platform construction method of lighting roof |
| CN109637084A (en) * | 2019-01-29 | 2019-04-16 | 中国建筑第八工程局有限公司 | Warning device and its application method for rope net operation platform |
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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: 20181211 |