CN218292736U - Secondary structure operation platform encorbelments in basket of flowers pull rod formula - Google Patents
Secondary structure operation platform encorbelments in basket of flowers pull rod formula Download PDFInfo
- Publication number
- CN218292736U CN218292736U CN202222466747.9U CN202222466747U CN218292736U CN 218292736 U CN218292736 U CN 218292736U CN 202222466747 U CN202222466747 U CN 202222466747U CN 218292736 U CN218292736 U CN 218292736U
- Authority
- CN
- China
- Prior art keywords
- pull rod
- oblique pull
- operating platform
- basket
- secondary structure
- 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.)
- Active
Links
Images
Abstract
The utility model relates to an operation platform technical field specifically is a secondary structure operation platform encorbelments in basket of flowers pull rod formula, two the upper surface of shaped steel roof beam all is fixed with two second mountings, the second mounting inboard all rotates and is connected with first oblique pull rod, the other end of first oblique pull rod all is to having the second to draw the pull rod to one side, the other end of second oblique pull rod all rotates through first mounting and connects in the outside of last floor, and links to each other through adjusting part between second oblique pull rod and the first oblique pull rod. The utility model discloses a basket of flowers formula is encorbelmented, has also improved the steadiness in save material, also avoids unnecessary shaped steel to cause the potential safety hazard to building subject inside, and operation platform uses four oblique pull rods to stabilize, and is more firm than ordinary operation platform, and the adjusting part between the oblique pull rod can adjust the length of oblique pull rod, conveniently with the building subject of high difference, has very extensive practicality when to the construction.
Description
Technical Field
The utility model relates to an operation platform technical field specifically is a secondary structure operation platform encorbelments in basket of flowers pull rod formula.
Background
Various temporary operation platforms or operation frames are often erected on a construction site to perform various operations such as masonry, decoration, painting and the like, and generally, a framework type platform which can be used for bearing materials and performing various operations therein within a certain construction period is called an operation platform. Before the operation platform is manufactured, professional technicians design the operation platform according to the used materials and the current corresponding specifications, a calculation book or a drawing is programmed into a construction organization design, and the allowed load value of the operation platform is marked on the operation platform obviously.
However, the existing cantilever type operating platform needs to embed the section steel into the building main body in a pre-embedding manner, is inconvenient to install and cannot be applied to building main bodies with different heights. Therefore, the technical personnel in the field provide a flower basket pull rod type inner cantilever secondary structure operating platform to solve the problems in the background technology.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a secondary structure operation platform encorbelments in basket of flowers pull rod formula to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a flower basket pull rod type inner cantilever secondary structure operating platform comprises an operating platform, a lower floor and an upper floor, wherein section steel beams are fixed on two sides of the operating platform, a guardrail in a shape of Contraband is fixed on the upper surface of the operating platform, and one end of each of the two section steel beams is connected with the outer side of the lower floor;
two the upper surface of shaped steel roof beam all is fixed with two second mountings, the second mounting inboard all rotates and is connected with first oblique pull rod, the other end of first oblique pull rod all is to the second oblique pull rod, the other end of second oblique pull rod all rotates through first mounting and connects in the outside of upper floor, and links to each other through adjusting part between second oblique pull rod and the first oblique pull rod.
As a further aspect of the present invention: the adjusting component comprises a pull rod connecting piece, and a forward pipe thread and a backward pipe thread which are respectively arranged at the connecting ends of the second diagonal draw bar and the first diagonal draw bar, adjusting cavities are respectively arranged at the two ends of the pull rod connecting piece, and a forward inner thread sleeve and a backward inner thread sleeve which are respectively in one-to-one correspondence with the forward pipe thread and the backward pipe thread are respectively embedded and fixed in the adjusting cavities.
As a further aspect of the present invention: the first diagonal draw bar and the second diagonal draw bar are both members made of round steel materials.
As a further aspect of the present invention: and the first fixing piece and the upper floor slab and the section steel beam and the lower floor slab are fastened and connected through expansion bolts.
As a further aspect of the present invention: the length of the operating platform and the section steel beam is required to be less than or equal to 5M.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a basket of flowers formula is encorbelmented, has also improved the steadiness in save material, also avoids unnecessary shaped steel to cause the potential safety hazard to building subject inside, and operation platform uses four oblique pull rods to stabilize, and is more firm than ordinary operation platform, and the adjusting part between the oblique pull rod can adjust the length of oblique pull rod, conveniently with the building subject of high difference, has very extensive practicality when to the construction.
Drawings
FIG. 1 is a schematic structural view of a basket pull rod type inner cantilever secondary structure operating platform;
FIG. 2 is a structural schematic diagram of a basket pull rod type inner cantilever secondary structure operating platform with a removed guardrail;
fig. 3 is a schematic structural view of the interior of a pull rod connecting piece in a basket pull rod type inner cantilever secondary structure operating platform.
In the figure: 1. an operating platform; 2. a guardrail; 3. a section steel beam; 4. a lower floor slab; 5. a first diagonal member; 6. a first fixing member; 7. an upper floor slab; 8. a second diagonal member; 9. a tie rod attachment; 10. a positive internal thread sleeve and a negative internal thread sleeve; 11. a second fixing member; 12. an expansion bolt.
Detailed Description
Referring to fig. 1 to 3, in an embodiment of the present invention, a basket pull rod type inner cantilever secondary structure operation platform includes an operation platform 1, a lower floor 4 and an upper floor 7, wherein the lower floor 4 and the upper floor 7 are both outside of a building wall, both sides of the operation platform 1 are fixed with section steel beams 3, the lengths of the operation platform 1 and the section steel beams 3 need to be less than or equal to 5M, so as to ensure the whole usable area;
the upper surface of the operating platform 1 is fixedly provided with a guardrail 2 in a shape of Contraband, and one end of each of two section steel beams 3 is connected with the outer side of the lower floor plate 4;
the upper surface of two shaped steel roof beams 3 all is fixed with two second mounting 11, and second mounting 11 inboard all rotates and is connected with first oblique pull rod 5, and the other end of first oblique pull rod 5 all is docked the oblique pull rod 8 of second, and the other end of second oblique pull rod 8 all rotates through first mounting 6 and connects in the outside of upper floor 7, and first oblique pull rod 5 is the component of round steel material with the oblique pull rod 8 of second.
The first fixing piece 6 and the upper floor slab 7 and the section steel beam 3 and the lower floor slab 4 are fastened and connected through expansion bolts 12, so that the overall stability is improved;
link to each other through the adjusting part between the oblique pull rod 8 of second and the first oblique pull rod 5, the adjusting part includes pull rod connecting piece 9 and sets up respectively in the oblique pull rod 8 of second and the connection of first oblique pull rod 5, the pipe thread of turning over, the regulation cavity has all been seted up at the both ends of pull rod connecting piece 9, it is fixed with respectively with just to all imbed in two regulation cavities, the pipe thread one-to-one is just turned over, anti-internal thread cover 10, during the installation, with the oblique pull rod 8 of second and the first oblique pull rod 5 of first alignment pull rod connecting piece 9 both ends just, anti-internal thread cover 10, and then rotate pull rod connecting piece 9 again, through the screw thread characteristic, the oblique pull rod 8 of second and first oblique pull rod 5 can be simultaneously to precession in the regulation cavity of pull rod connecting piece 9 inside, after reaching suitable position stall pull rod connecting piece 9 can, can satisfy different floor height, the installation on the lower floor, the installation degree of difficulty has been reduced, installation efficiency has been improved.
The utility model discloses a theory of operation is: during construction operation, the distance between an upper floor and a lower floor of a building main body is measured, the first fixing piece 6 and the section steel beams 3 are respectively fixed on the lower floor 4 and the upper floor 7 through expansion bolts 12, the operation platform 1 slides into the inner sides of the two section steel beams 3 and is fixed through the bolts, and the guardrail 2 is further installed, so that the safety during construction is ensured;
secondly with the second diagonal draw bar 8 and the first diagonal draw bar 5 aim at the tie connecting piece 9 both ends just, anti-internal thread cover 10, and then rotate tie connecting piece 9 again, through the screw thread characteristic, the second diagonal draw bar 8 and the first diagonal draw bar 5 can be simultaneously to precession in the regulation cavity of tie connecting piece 9 inside, after reaching suitable position stall tie connecting piece 9 can, can satisfy not high on the floor, the installation on the lower floor, the installation degree of difficulty has been reduced, the installation effectiveness has been improved.
The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (5)
1. The flower basket pull rod type inner cantilever secondary structure operating platform comprises an operating platform (1), a lower floor (4) and an upper floor (7), and is characterized in that section steel beams (3) are fixed on two sides of the operating platform (1), a guardrail (2) in a shape of Contraband is fixed on the upper surface of the operating platform (1), and one end of each of the two section steel beams (3) is connected with the outer side of the lower floor (4);
two the upper surface of shaped steel roof beam (3) all is fixed with two second mounting (11), second mounting (11) inboard all rotates and is connected with first oblique pull rod (5), the other end of first oblique pull rod (5) all is to the butt joint has second oblique pull rod (8), the other end of second oblique pull rod (8) all rotates through first mounting (6) and connects in the outside of last floor (7), and links to each other through adjusting part between second oblique pull rod (8) and first oblique pull rod (5).
2. The basket pull rod type inner cantilever secondary structure operating platform as claimed in claim 1, wherein the adjusting assembly comprises a pull rod connecting piece (9) and forward and backward pipe threads respectively arranged at the connecting ends of the second diagonal pull rod (8) and the first diagonal pull rod (5), adjusting cavities are respectively arranged at two ends of the pull rod connecting piece (9), and forward and backward inner thread sleeves (10) respectively corresponding to the forward and backward pipe threads in a one-to-one manner are embedded and fixed in the two adjusting cavities.
3. The basket draw bar type inner cantilever secondary structure operating platform as claimed in claim 1, wherein the first diagonal draw bar (5) and the second diagonal draw bar (8) are both members made of round steel.
4. The basket draw bar type inner cantilever secondary structure operating platform of claim 1, wherein the first fixing member (6) and the upper floor (7) and the section steel beam (3) and the lower floor (4) are fixedly connected through expansion bolts (12).
5. The basket draw bar type inner cantilever secondary structure operating platform of claim 1, wherein the length of the operating platform (1) and the section steel beam (3) is required to be less than or equal to 5M.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222466747.9U CN218292736U (en) | 2022-09-19 | 2022-09-19 | Secondary structure operation platform encorbelments in basket of flowers pull rod formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222466747.9U CN218292736U (en) | 2022-09-19 | 2022-09-19 | Secondary structure operation platform encorbelments in basket of flowers pull rod formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218292736U true CN218292736U (en) | 2023-01-13 |
Family
ID=84816888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222466747.9U Active CN218292736U (en) | 2022-09-19 | 2022-09-19 | Secondary structure operation platform encorbelments in basket of flowers pull rod formula |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218292736U (en) |
-
2022
- 2022-09-19 CN CN202222466747.9U patent/CN218292736U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102733606B (en) | The construction method of High Large Cantilever structure | |
| CN211736298U (en) | Double-rod diagonal cantilever scaffold | |
| CN210316454U (en) | Large-span roof overhanging support system | |
| CN218292736U (en) | Secondary structure operation platform encorbelments in basket of flowers pull rod formula | |
| JP2924626B2 (en) | Bridge pier construction method by self-elevating formwork method | |
| KR0140904B1 (en) | Scaffolding for an elevator pit | |
| CN112227688A (en) | Stiffening plate bearing type outer frame-free construction platform for residential building and construction method | |
| CN107338965A (en) | The discharging of modularization ready-package and outer protection integrated system for assembled architecture | |
| CN208347296U (en) | A kind of belt lacing rod piece | |
| CN213268820U (en) | Pull rod type I-steel cantilever beam | |
| CN212336879U (en) | Modular holding pole | |
| CN212026701U (en) | Prefabricated shear wall horizontal connection structure with W-shaped joint | |
| CN112443052A (en) | Indoor wall frame connection structure of assembly type building | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN208167762U (en) | The house foundation of fast demountable | |
| CN208733817U (en) | A kind of assembling type steel structure building Special-Shaped Column | |
| JP2812178B2 (en) | Bridge pier construction method by self-elevating formwork method | |
| CN111155657A (en) | Beam-plate connecting node structure of fabricated framework plate building and connecting method thereof | |
| CN112609979A (en) | Wall connecting piece erecting method for connecting ultrahigh external frame of external wall | |
| CN207110500U (en) | The discharging of modularization ready-package and outer protection integrated system for assembled architecture | |
| CN205369690U (en) | Prefabricated wallboard of assembly type structure | |
| CN217054477U (en) | Y-shaped supporting device for temporary support of prefabricated wall | |
| CN110230352B (en) | Novel inner octagonal bolt frame structure node and construction method | |
| CN109518981B (en) | Shaping protection device at building ladder conversion platform of fabricated building operation and construction method thereof | |
| CN216239024U (en) | Wall connecting piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |