CN208518308U - Soft operation platform for daylighting roof construction - Google Patents
Soft operation platform for daylighting roof construction Download PDFInfo
- Publication number
- CN208518308U CN208518308U CN201820668387.1U CN201820668387U CN208518308U CN 208518308 U CN208518308 U CN 208518308U CN 201820668387 U CN201820668387 U CN 201820668387U CN 208518308 U CN208518308 U CN 208518308U
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- Prior art keywords
- operation platform
- roof construction
- lace curtaining
- soft operation
- soft
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- 238000010276 construction Methods 0.000 title claims abstract description 52
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- 206010058109 Hangnail Diseases 0.000 claims description 24
- 230000004323 axial length Effects 0.000 claims description 11
- 239000004744 fabric Substances 0.000 claims 1
- 239000002023 wood Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 33
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 238000000034 method Methods 0.000 description 9
- 229910052742 iron Inorganic materials 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000002355 dual-layer Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to a high altitude operation platform technical field discloses a soft operation platform for daylighting top construction. The tunnel portal comprises a counter beam arranged above the edge of a peripheral structure of a portal, a grid soft support pulled below the portal and a sandwich platform laid above the grid soft support; the embedded hooks are arranged in the inverted beam and are distributed at intervals along the length direction of the inverted beam, and each embedded hook comprises an embedded rod horizontally arranged in the inverted beam, an agnail obliquely arranged on the outer side wall of the embedded rod and a hook ring exposed on the outer side of the inverted beam; the grid soft support comprises a lower layer of net curtain and an upper layer of net curtain positioned above the lower layer of net curtain, and the lower layer of net curtain and the upper layer of net curtain are vertically overlapped to form a net structure; the end of the steel wire rope is connected with a shackle of the embedded hook in a hanging mode; the sandwich platform comprises a bottom layer wood template, battens and a top layer wood template from bottom to top in sequence. The utility model discloses simple structure, the take and tear open of being convenient for fixes in the high sky, and occupation space is little, does not influence the cross construction of each specialty of job site.
Description
Technical field
The utility model relates to high-altitude operation platform technical fields, more particularly to a kind of soft behaviour for lighting roof construction
Make platform.
Background technique
With popularizing for modern architecture, more and more markets, station etc. can all use large span lighting roof steel construction
Roofing needs in work progress spanning multilayer to build or set up superelevation frame body to provide construction operation platform.
General operating platform is to use to set up plank sheathing on steel pipe scaffold, or do type steel support and set up wooden model board group
Close the rigid operating platform 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 drastically influences the crossed construction of each professional process, 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
It is simple that the utility model provides a kind of structure, tears open convenient for taking, and is fixed on high aerial, occupies little space, does not influence to apply
The soft operation platform for lighting roof construction of the crossed construction of each profession in work scene.
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, larger using limiting, and the space occupied is applied to the intersection of each profession
Work brings great inconvenience；Type steel skeleton operating platform is higher to the intensity requirement for the surrounding structure set up, using by larger
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 is used for the soft operation platform of lighting roof construction, including being arranged in above the peripheral structure edge of hole
Reversed beam draws the soft support of grid being located at below hole, and is laid on the sandwich platform above the soft support of grid；
It is provided with pre-buried hook in the reversed beam, is intervally arranged along reversed beam length direction, the pre-buried hook includes horizontally disposed
Pre-buried bar in reversed beam, the hangnail being inclined on pre-buried bar lateral wall and the exposed shackle on the outside of reversed beam, it is described
Reversed beam is arranged in towards on the side wall of soft operation platform side in shackle；
The soft support of grid 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 the setting of the longest length direction in hole, lower layer's lace curtaining is vertical with upper layer lace curtaining overlap formed it is netted
Structure, pre-buried hook and wirerope correspond on reversed beam；The shackle of steel wire rope end head and pre-buried hook mounts；
Sandwich platform is followed successively by bottom plank sheathing, flitch and top layer plank sheathing from bottom to top.
The utility model is used for the soft operation platform of lighting roof construction, and further, the reversed beam is concrete structure, water
Flat thickness is not less than 200mm, is highly not less than 150mm.
The utility model is used for the soft operation platform of lighting roof construction, and further, the quantity of the hangnail is no less than 4
It is a, it along the circumferentially-spaced distribution of pre-buried bar, and misplaces and arranges along the axial length direction of pre-buried bar, outside hangnail one end and pre-buried bar
Sidewall weld is fixed, and the other end is obliquely installed towards soft operation platform direction.
The utility model is used for the soft operation platform of lighting roof construction, further, between the hangnail and pre-buried bar
Angle is not less than 30 °.
The utility model is used for the soft operation platform of lighting roof construction, and further, the axial length of the hangnail is not small
In 3 times of hangnail diameter, the axial length of hangnail is the 1/(10-13 of pre-buried rod axis length).
The utility model is used for the soft operation platform of lighting roof construction, further, the adjacent wires of the upper layer lace curtaining
Spacing between rope is not more than 600mm, and the spacing between the adjacent steel cord of lower layer's lace curtaining is not more than 1200mm.
The utility model is used for the soft operation platform of lighting roof construction, and further, the fixing end of the wirerope is arranged
There is connection ring, connection ring and shackle mount；The stretching end of wirerope passes through unroll and to form ring segment after shackle after, then with wirerope
Congruent form is fastened at overlapping section by least three U-shaped padlock, between U-shaped button and adjacent U-shaped button far from shackle one end
A segmental arc is installed in wirerope overlapping section.
The utility model is used for the soft operation platform of lighting roof construction, and further, the bottom plank sheathing is located at upper layer
Above lace curtaining, minimum side length is not less than 900mm, and setting is overlapped between adjacent bottom plank sheathing, and overlapping area is not less than 20%.
The utility model is used for the soft operation platform of lighting roof construction, further, length of the flitch along upper layer lace curtaining
Direction, uniform intervals arrangement are spent, the distance between adjacent flitch is not more than 200mm.
The utility model is used for the soft operation platform of lighting roof construction, and further, the both ends and middle part of the flitch are logical
It crosses and is fixed by steel nail and bottom plank sheathing；Top layer plank sheathing is fixed on above flitch by steel nail.
Soft operation platform of the utility model for lighting roof construction has the following beneficial effects: compared with prior art
The utility model is erected at high aerial, surrounding and hole periphery to be onstructed for the soft operation platform of lighting roof construction
Structure is fixed, and lower section construction space is not take up, and is limited in application process by construction environment smaller, will not influence lower space
Other constructions.
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,
Sandwich platform is laid with above operating platform simultaneously, sandwiched flitch between two layers of plank sheathing eliminates flitch and is laid immediately on bilayer
The construction procedure for needing root root to bind on lace curtaining, not only reduces construction workload, improves construction efficiency, and greatly improve
The stability and fastness of soft operation platform.
The steel wire rope end head of the utility model is mounted with the built-in fitting being arranged in reversed beam, easy to operate, is greatly reduced
Working procedure improves construction efficiency；Built-in fitting is the pre-buried hook by special designing, and structure is simple, convenient for production, cost
It is low, it is provided with hangnail, increases and grabs resultant force with concrete reversed beam, improve the bearing capacity of pre-buried hook, it is ensured that soft operation is flat
The safety of platform.
The soft operation platform for lighting roof construction of the utility model is described further with reference to the accompanying drawing.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the utility model for the soft operation platform of lighting roof construction；
Fig. 2 is the structural schematic diagram of wirerope fixing end and reversed beam junction；
Fig. 3 is the structural schematic diagram of wirerope stretching end and reversed beam junction；
Fig. 4 is the schematic cross-section of soft operation platform.
Appended drawing reference:
1- reversed beam；2- top layer plank sheathing；The soft support of 3- grid；31- lower layer lace curtaining；The upper layer 32- lace curtaining；4- flitch；5- bottom
Plank sheathing；The pre-buried hook of 6-；The pre-buried bar of 61-；62- hangnail；63- shackle；7- connection ring；81- ring segment；82- overlaps section；83- arc
Shape section；9-U shape button.
Specific embodiment
As shown in Figure 1, the utility model includes being arranged in hole peripheral structure for the soft operation platform of lighting roof construction
Reversed beam 1 above edge draws the soft support 3 of the grid being located at below hole, is laid on the sandwich platform of soft 3 top of support of grid.
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, as shown in Fig. 2, pre-buried hook 6 is provided in reversed beam 1,
Pre-buried hook 6 is intervally arranged along 1 length direction of reversed beam, and pre-buried hook 6 includes the pre-buried bar 61 being horizontally set in reversed beam 1, and inclination is set
Set hangnail 62 and the exposed shackle 63 in 1 outside of reversed beam on pre-buried 61 lateral wall of bar；Pre-buried bar 61 be nominal diameter not
Spiral less than 16mm, the angle between hangnail 62 and pre-buried bar 61 are not less than 30 °, and the quantity of hangnail 62 is no less than 4,
Along the circumferentially-spaced distribution of pre-buried bar 61, and along the axial length direction of pre-buried bar 61 misplace arrange, 62 one end of hangnail with it is pre-buried
61 lateral wall of bar is welded and fixed, and the other end is obliquely installed towards soft operation platform direction, and hangnail 62 is diameter not less than 12mm's
Round steel, the axial length of hangnail 62 are not less than 3 times of 62 diameter of hangnail, and the axial length of hangnail 62 is pre-buried 61 axial length of bar
1/(10-13)；Reversed beam 1 is arranged in towards on the side wall of soft operation platform side in shackle 63, is made into integration with pre-buried bar 61.
As shown in Figure 1, the soft support 3 of grid 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 1200mm, and specific spacing is according to practice of construction span and load situation
It is adjusted and selects, pre-buried hook 6 is corresponded with wirerope on reversed beam 1；The diameter of wirerope is not less than 18mm, with specific reference to
The span and stress condition of the soft support 3 of grid are adjusted；As shown in Fig. 2, the both ends of wirerope, the one end first mounted with shackle 63
For fixing end, fixing end is provided with connection ring 7, directly mounts with shackle 63, fixed with shackle 63 again after other end tensioning in place,
For stretching end, as shown in figure 3, stretching end passes through after unrolling after shackle 63 and forming ring segment 81, then stacked with wirerope congruent form
Section 82 is closed, is locked by least three U-shaped button 9, the steel wire between U-shaped button 9 and adjacent U-shaped button 9 far from 63 one end of shackle
A segmental arc 83 is installed in rope overlapping section 82.
As shown in figure 4, sandwich platform is followed successively by bottom plank sheathing 5, flitch 4 and top layer plank sheathing 2, bottom wood from bottom to top
Template 5 is located at the top of upper layer lace curtaining 32, and the minimum side length of bottom plank sheathing 5 is not less than 900mm, between adjacent bottom plank sheathing 5
Overlap joint setting, overlapping area are not less than 20%；Flitch 4 is arranged along length direction, the uniform intervals of upper layer lace curtaining 32, adjacent flitch 4
The distance between be not more than 200mm, the both ends and middle part of flitch 4 pass through fixed by steel nail and bottom plank sheathing 5；Top layer wooden model
Plate 2 is fixed on 4 top of flitch by 1 cun of steel nail.
The erection method of the utility model high-altitude soft operation platform, comprising the following steps:
Step 1: pour reversed beam 1 above the edge of the peripheral structure at hole to be onstructed, and it is arranged in reversed beam 1 pre-buried
Hook 6；
Step 2: wearing the wirerope of lower layer's lace curtaining 31, first fixing end connection ring 7 is articulated on corresponding pre-buried hook 6,
Then using the tensioning equipments such as jack or chain block by the exceptionally straight tension of wirerope, then by stretching end around opposite pre-buried
It is fixed after hook 6；
Step 3: wearing the wirerope of upper layer lace curtaining 32, the concrete operations of fastening are identical as step 2；
Step 4: being laid with bottom plank sheathing 5 above upper layer lace curtaining 32, adjacent 5 overlapping area of bottom plank sheathing is not less than
20%；
Step 5: being laid with flitch 4 from edge to centre, and flitch 4 is fixed by steel nail and bottom plank sheathing 5；
Step 6: being laid with top layer plank sheathing 2 from edge to centre, top layer plank sheathing 2 is fixed by screws in flitch 4
On.
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. the soft operation platform for lighting roof construction, it is characterised in that: including being arranged in above the peripheral structure edge of hole
Reversed beam (1) draws the soft support (3) of grid being located at below hole, and is laid on the sandwich platform above the soft support (3) of grid；
Pre-buried hook (6) are provided in the reversed beam (1), length direction is intervally arranged along reversed beam (1), and the pre-buried hook (6) includes
The pre-buried bar (61) being horizontally set in reversed beam (1), the hangnail (62) being inclined on pre-buried bar (61) lateral wall and naked
The shackle (63) being exposed on the outside of reversed beam (1), the shackle (63) setting is in reversed beam (1) towards the side wall of soft operation platform side
On；
The soft support (3) of grid 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 pre-buried hook (6) and wirerope correspond on reversed beam (1)；Steel wire rope end head with
The shackle (63) of pre-buried hook (6) mounts；
Sandwich platform is followed successively by bottom plank sheathing (5), flitch (4) and top layer plank sheathing (2) from bottom to top.
2. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the reversed beam (1) is
Concrete structure, horizontal breadth are not less than 200mm, are highly not less than 150mm.
3. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the hangnail (62)
Quantity is no less than 4, along the circumferentially-spaced distribution of pre-buried bar (61), and misplaces and arranges along the axial length direction of pre-buried bar (61)
Cloth, hangnail (62) one end are welded and fixed with pre-buried bar (61) lateral wall, and the other end is obliquely installed towards soft operation platform direction.
4. it is according to claim 3 for lighting roof construction soft operation platform, it is characterised in that: the hangnail (62) with
Angle between pre-buried bar (61) is not less than 30 °.
5. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the hangnail (62)
Axial length is not less than 3 times of hangnail (62) diameter, and the axial length of hangnail (62) is the 1/ of pre-buried bar (61) axial length
(10-13).
6. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the upper layer lace curtaining
(32) the spacing between adjacent steel cord is not more than 600mm, and the spacing between the adjacent steel cord of lower layer's lace curtaining (31) is little
In 1200mm.
7. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the wirerope is consolidated
Fixed end is provided with connection ring (7), and connection ring (7) and shackle (63) mount；The stretching end of wirerope unrolls after passing through shackle (63)
Formed ring segment (81) after, then with wirerope congruent form at overlapping section (82), be locked by least three U-shaped button (9), far
The U-shaped of off-hook ring (63) one end buckles (9) and adjacent U-shaped is buckled and is installed with a segmental arc (83) in the overlapping section (82) between (9).
8. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the bottom plank sheathing
(5) it is located above upper layer lace curtaining (32), minimum side length is not less than 900mm, overlaps setting between adjacent bottom plank sheathing (5), takes
Junction product is not less than 20%.
9. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: flitch (4) edge
The length direction of upper layer lace curtaining (32), uniform intervals arrangement, the distance between adjacent flitch (4) are not more than 200mm.
10. the soft operation platform according to claim 1 for lighting roof construction, it is characterised in that: the flitch (4)
Both ends and middle part pass through fixed by steel nail and bottom plank sheathing (5)；Top layer plank sheathing (2) is fixed on flitch (4) by steel nail
Top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820668387.1U CN208518308U (en) | 2018-05-07 | 2018-05-07 | Soft operation platform for daylighting roof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820668387.1U CN208518308U (en) | 2018-05-07 | 2018-05-07 | Soft operation platform for daylighting roof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208518308U true CN208518308U (en) | 2019-02-19 |
Family
ID=65342222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820668387.1U Active CN208518308U (en) | 2018-05-07 | 2018-05-07 | Soft operation platform for daylighting roof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208518308U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528849A (en) * | 2019-09-05 | 2019-12-03 | 北京天润建设有限公司 | A kind of aerial operation Platforms Construct Method of Super |
| CN115075531A (en) * | 2021-03-10 | 2022-09-20 | 中建装饰海南有限公司 | Cloud floating type flexible operation platform |
-
2018
- 2018-05-07 CN CN201820668387.1U patent/CN208518308U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528849A (en) * | 2019-09-05 | 2019-12-03 | 北京天润建设有限公司 | A kind of aerial operation Platforms Construct Method of Super |
| CN115075531A (en) * | 2021-03-10 | 2022-09-20 | 中建装饰海南有限公司 | Cloud floating type flexible operation platform |
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