CN213418433U - Stair combined type operation platform - Google Patents
Stair combined type operation platform Download PDFInfo
- Publication number
- CN213418433U CN213418433U CN202021111083.9U CN202021111083U CN213418433U CN 213418433 U CN213418433 U CN 213418433U CN 202021111083 U CN202021111083 U CN 202021111083U CN 213418433 U CN213418433 U CN 213418433U
- Authority
- CN
- China
- Prior art keywords
- platform
- horizontal steel
- upright
- scaffold
- stair
- 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
Images
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
The utility model provides a combined stair operating platform, which comprises a horizontal steel platform and a scaffold, wherein the horizontal steel platform is detachably arranged on the scaffold; the horizontal steel platform comprises a steel plate and a support frame, and the steel plate is fixedly arranged on the support frame along the horizontal plane; the bottom surface of the support frame is provided with an assembling part along the vertical direction, and the horizontal steel platform is detachably arranged on the upright post of the scaffold through the assembling part; the utility model provides a stair combination formula operation platform adopts the wheel to detain formula scaffold frame and self-control horizontal steel platform and carries out the socket joint formula combination, can effectively satisfy security and suitability, is convenient for remove in the work progress, and the turnover is convenient, has both guaranteed that the construction demand has improved the efficiency of construction, reduces artifical use amount again, more can material saving.
Description
Technical Field
The utility model belongs to the technical field of stair combination formula operation platform, concretely relates to stair combination formula operation platform.
Background
The existing staircase usually adopts fastener type steel pipe erection or movable scaffolds in secondary structure and decoration construction; this fastener formula steel pipe scaffold or portable operation scaffold frame all have certain limitation to scissors formula stairwell in secondary structure construction and decoration construction, specifically include:
the first fastener type steel pipe scaffold is built and dismantled at one time, construction cost is increased by repeated building and dismantling, a fixed horizontal operation platform is not used, and certain difficulty is caused to transportation and installation of ceramsite plates;
secondly, the movable scaffold is fast to set up and convenient to move, and the construction has limitations due to the fact that the modulus of the scissor type stairwell is not matched.
Based on the technical problems in the staircase construction scaffold, no relevant solution is provided; there is therefore a pressing need to find effective solutions to the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the weak point that exists in the above-mentioned technique, provide a stair combination formula operation platform, aim at solving current staircase construction scaffold and set up frequently, with high costs, with one of the difficult problem of stair matching.
The utility model provides a combined stair operating platform, which comprises a horizontal steel platform and a scaffold, wherein the horizontal steel platform is detachably arranged on the scaffold; the horizontal steel platform comprises a steel plate and a support frame, and the steel plate is fixedly arranged on the support frame along the horizontal plane; the bottom surface of the support frame is provided with assembling parts along the vertical direction, and the horizontal steel platform is detachably arranged on the stand column of the scaffold through the assembling parts.
Further, the assembling part is a sleeve, and the sleeve is welded and fixed on the bottom surface of the support frame along the vertical direction.
Furthermore, the scaffold is formed by connecting a plurality of stand columns; the plurality of stand columns comprise a first stand column and a second stand column, one end of the first stand column is detachably arranged in a first sleeve at one end of the bottom surface of the horizontal steel platform, and one end of the second stand column is detachably arranged in a second sleeve in the middle of the bottom surface of the horizontal steel platform; the height of the first upright column extending to the bottom of the horizontal steel platform is higher than the height of the second upright column extending to the bottom of the horizontal steel platform.
Further, the horizontal steel platform is a quadrilateral platform; one end of the bottom surface of the horizontal steel platform is respectively arranged on the first upright post and the second upright post through an assembling part, the other end of the bottom surface of the horizontal steel platform is provided with a third sleeve along the vertical direction, and the height of the second upright post extending to the bottom of the horizontal steel platform is higher than the height of the third sleeve extending to the bottom of the horizontal steel platform; the bottom of the third sleeve, the bottom of the first upright post and the bottom of the second upright post are positioned on a straight line.
Furthermore, the upright columns at the same height on the scaffold are connected through pull rods, so that a quadrilateral connecting structure is formed.
Further, the pull rod is connected with the upright post through a buckle.
Further, first stand and second stand are connected by many poles respectively and are formed, connect through the wheel lock between many poles.
Furthermore, the upright stanchion is a steel pipe, the outer diameter of which is 48mm, and the wall thickness of which is 2.8 mm.
Furthermore, the steel plate is a pattern steel plate, the length of the steel plate is 2450mm, and the width of the steel plate is 950 mm.
Furthermore, the support frame is connected through square steel and forms the quadrangle frame construction, and the square steel is connected in the quadrangle frame construction.
The utility model provides a stair combination formula operation platform has following technological effect:
firstly, the scheme provided by the utility model effectively solves the problem that the safety is greatly influenced due to the fact that the scissor type staircase operation platform of the residential building engineering is not erected in a standard way; the structural design of the frame body strives to be safe and reliable, and the cost is economical; the safety and the convenience for construction operation can be fully met;
secondly, the scheme provided by the utility model effectively solves the defect that the scissor type staircase operation platform of the house building and residential engineering is repeatedly erected by adopting common fastener steel pipes; when the operation platform is constructed and selected, the operation platform strives to achieve definite stress and proper construction measures;
thirdly, the scheme provided by the utility model effectively solves the problem that the modules of the scissor type staircase operating platform of the residential building construction are not matched by adopting the movable scaffold; meanwhile, the problems that the scissor type staircase space of the house construction is narrow and inconvenient to construct and is not provided with a shaping device are solved;
fourthly, the scheme provided by the utility model strives to achieve common use, turnover utilization and convenient maintenance when selecting materials; during construction design, the construction convenience is considered, the requirement for repeated turnover use is also considered, the input rate is reduced, and the cost is ensured;
fifth, the utility model provides a scheme, processing simple manufacture, material and the cost of labor are relatively low, disposable input is less; has the advantages of light weight, convenient movement, high efficiency, material saving and environmental protection.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The present invention will be further explained with reference to the accompanying drawings:
fig. 1 is a schematic structural view of a stair combined type operation platform of the present invention;
FIG. 2 is a schematic structural view of the horizontal steel platform of the present invention;
fig. 3 is a schematic structural view of the scaffold of the present invention;
fig. 4 is the utility model relates to a stair combination formula operation platform floor operating condition schematic diagram.
In the figure: 1. a horizontal steel platform; 11. a patterned steel plate; 12. square steel; 13. a first sleeve; 14. a second sleeve; 15. a third sleeve; 2. a scaffold; 21. a first upright rod; 22. a second upright stanchion; 23. a pull rod; 24. wheel buckle; 10. a staircase; 20. an operating platform; 30. and (4) an operator.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
As shown in fig. 4, the utility model provides a stair combined type operation platform, which is mainly used for the requirements of material transportation and construction operation in the secondary structure of the scissors type stair partition wall and the decoration process, thereby greatly improving the safety performance of construction; specifically, as shown in fig. 1 to 4, the operation platform comprises a horizontal steel platform 1 and a scaffold 2, wherein the horizontal steel platform 1 is detachably arranged on the scaffold 2; the horizontal steel platform 1 comprises a steel plate 11 and a support frame, and the steel plate 11 is fixedly arranged on the support frame along a horizontal plane; the bottom surface of the support frame is provided with an assembling part along the vertical direction, and the horizontal steel platform 1 is detachably arranged on the upright post of the scaffold 2 through the assembling part, so that the whole operation platform can be disassembled and assembled without setting up a foot rest again; furthermore, the assembling part is a sleeve, the sleeve is welded and fixed on the bottom surface of the support frame along the vertical direction, the upright post and the sleeve are coaxially inserted and connected through a pull rod, so that the scaffold is similar to a lattice column, the bearing capacity is high, and instability is not easy to occur; the utility model provides a stair combination formula operation platform adopts the wheel to detain formula scaffold frame and self-control horizontal steel platform and carries out the socket joint formula combination, can effectively satisfy security and suitability, is convenient for remove in the work progress, and the turnover is convenient, has both guaranteed that the construction demand has improved the efficiency of construction, reduces artifical use amount again, more can material saving.
Preferably, in combination with the above solution, as shown in fig. 1 to 4, the scaffold 2 is formed by connecting a plurality of columns; the plurality of columns includes a first column 21 and a second column 22; one end of a first upright post 21 is detachably arranged in a first sleeve 13 at one end of the bottom surface of the horizontal steel platform 1, and one end of a second upright post 22 is detachably arranged in a second sleeve 14 in the middle of the bottom surface of the horizontal steel platform 1; the height of the first upright post 21 extending to the bottom of the horizontal steel platform 1 is higher than the height of the second upright post 22 extending to the bottom of the horizontal steel platform 1, namely the downward height of the whole first upright post 21 with the horizontal steel platform 1 as a reference is higher than the height of the second upright post 22, so that the step height of the stair can be matched conveniently.
Preferably, in combination with the above solution, as shown in fig. 1 to 4, the horizontal steel platform 1 is a quadrangular platform; one end of the bottom surface of the horizontal steel platform 1 is respectively arranged on the first upright post 21 and the second upright post 22 through an assembling part, the other end of the bottom surface of the horizontal steel platform 1 is provided with a third sleeve 15 along the vertical direction, and the height of the second upright post 22 extending towards the bottom of the horizontal steel platform 1 is higher than the height of the third sleeve 15 extending towards the bottom of the horizontal steel platform 1; the bottom of the third sleeve 15, the bottom of the first upright 21 and the bottom of the second upright 22 are located on a straight line; by adopting the scheme, the first upright post 21, the second upright post 22 and the third sleeve 15 extend downwards to different heights by taking the horizontal steel platform 1 as a reference, so that the whole stair combined type operation platform can be placed on the steps of the stair in a direction for operation.
Preferably, in combination with the above solutions, as shown in fig. 1 to 4, the uprights of the scaffold 2 located at the same height are connected by the tie rods 23 to form a quadrilateral connection structure, so that the connection can effectively improve the stability of the whole scaffold; further, the tie rod 23 is connected to the column by means of a snap.
Preferably, in combination with the above solutions, as shown in fig. 1 to 4, the first upright 21 and the second upright 22 are respectively formed by connecting a plurality of uprights, and the uprights are connected by wheel buckles; the utility model provides a scheme carries out the socket joint formula combination through adopting the wheel to detain formula scaffold frame and self-control horizontal steel platform and forms, safe and reliable takes and tears fast, easily management open.
Preferably, in combination with the above solutions, as shown in fig. 1 to 4, the vertical rod is a steel pipe, the outer diameter of the steel pipe is 48mm, and the wall thickness of the steel pipe is 2.8 mm; further, the steel plate 11 is a pattern steel plate, the length of the steel plate 11 is 2450mm, and the width of the steel plate 11 is 950 mm.
Preferably, with the above scheme, as shown in fig. 1 to 4, the support frames are connected by square steel 12 to form a quadrilateral frame structure, the square steel is connected in the quadrilateral frame structure, that is, the support frame uses galvanized square steel with 50mm by 4mm as a main framework, and the upright support legs use Q235 steel pipes with an outer diameter of 48mm and a wall thickness of 2.8 mm; meanwhile, in order to ensure the integral stability of the platform, a socket joint type horizontal pull rod is adopted on the vertical rod, and the frame body forms a lattice column system; the platform is connected with each component by a socket sleeve; the steel plate 11 platform has the length of 2450mm and the width of 950mm, and the total weight of the platform is about 70 KG.
As shown in fig. 4, the operating platform 20 is erected on the scissors type stairs 10 of the residential building construction, so that the operation of the scissors type stairs 10 on the operating platform 20 by an operator 30 is more reliable; the utility model provides a stair combination formula operation platform preparation flow includes: blanking → welding platform steel support frame → combination and fixation → inspection and acceptance → use; the support frame is formed by welding 50 × 3 square steel, welding seams are full welds, current cannot be too large during welding so as to avoid burning the square tubes, after welding is completed, welding slag is knocked out and coated with anti-rust paint, and the steel plate is a pattern steel plate with the thickness of 3 mm.
The utility model provides a stair combination formula operation platform has following technological effect:
firstly, the scheme provided by the utility model effectively solves the problem that the safety is greatly influenced due to the fact that the scissor type staircase operation platform of the residential building engineering is not erected in a standard way; the structural design of the frame body strives to be safe and reliable, and the cost is economical; the safety and the convenience for construction operation can be fully met;
secondly, the scheme provided by the utility model effectively solves the defect that the scissor type staircase operation platform of the house building and residential engineering is repeatedly erected by adopting common fastener steel pipes; when the operation platform is constructed and selected, the operation platform strives to achieve definite stress and proper construction measures;
thirdly, the scheme provided by the utility model effectively solves the problem that the modules of the scissor type staircase operating platform of the residential building construction are not matched by adopting the movable scaffold; meanwhile, the problems that the scissor type staircase space of the house construction is narrow and inconvenient to construct and is not provided with a shaping device are solved;
fourthly, the scheme provided by the utility model strives to achieve common use, turnover utilization and convenient maintenance when selecting materials; during construction design, the construction convenience is considered, the requirement for repeated turnover use is also considered, the input rate is reduced, and the cost is ensured;
fifth, the utility model provides a scheme, processing simple manufacture, material and the cost of labor are relatively low, disposable input is less; has the advantages of light weight, convenient movement, high efficiency, material saving and environmental protection.
The foregoing is merely a preferred embodiment of the invention and is not intended to limit the invention in any way. The technical solutions of the present invention can be used by anyone skilled in the art to make many possible variations and modifications to the technical solution of the present invention, or to modify equivalent embodiments with equivalent variations, without departing from the scope of the technical solution of the present invention. Therefore, any modification, equivalent change and modification of the above embodiments according to the present invention are all within the protection scope of the present invention.
Claims (10)
1. A stair combined type operation platform is characterized by comprising a horizontal steel platform (1) and a scaffold (2), wherein the horizontal steel platform (1) is detachably arranged on the scaffold (2); the horizontal steel platform (1) comprises a steel plate (11) and a support frame, and the steel plate (11) is fixedly arranged on the support frame along a horizontal plane; the support frame is characterized in that assembling parts are arranged on the bottom surface of the support frame along the vertical direction, and the horizontal steel platform (1) is detachably arranged on the stand column of the scaffold (2) through the assembling parts.
2. A stair combination platform as claimed in claim 1, wherein the mounting means is a sleeve welded to the bottom surface of the support frame in a vertical orientation.
3. A modular stairway working platform according to claim 2, characterised in that said scaffolding (2) is formed by a plurality of uprights connected; the plurality of upright columns comprise a first upright column (21) and a second upright column (22), one end of the first upright column (21) is detachably arranged in a first sleeve (13) at one end of the bottom surface of the horizontal steel platform (1), and one end of the second upright column (22) is detachably arranged in a second sleeve (14) in the middle of the bottom surface of the horizontal steel platform (1); the height of the first upright column (21) extending towards the bottom of the horizontal steel platform (1) is higher than the height of the second upright column (22) extending towards the bottom of the horizontal steel platform (1).
4. A modular stairway working platform as claimed in claim 3, characterised in that said horizontal steel platform (1) is a quadrangular platform; one end of the bottom surface of the horizontal steel platform (1) is respectively arranged on the first upright post (21) and the second upright post (22) through an assembling part, a third sleeve (15) is arranged at the other end of the bottom surface of the horizontal steel platform (1) along the vertical direction, and the height of the second upright post (22) extending towards the bottom of the horizontal steel platform (1) is higher than the height of the third sleeve (15) extending towards the bottom of the horizontal steel platform (1); the bottom of the third sleeve (15), the bottom of the first upright (21) and the bottom of the second upright (22) are located on a straight line.
5. A modular stairway working platform according to claim 3, characterised in that the uprights of the scaffolding (2) at the same height are connected by tie rods (23) forming a quadrilateral connection.
6. A modular stair platform according to claim 5, wherein the tie rods (23) are connected to the uprights by means of snap-in fasteners.
7. A modular stairway working platform as claimed in claim 3, wherein said first upright (21) and said second upright (22) are each formed by a plurality of uprights connected by wheel buckles.
8. A stair combined working platform according to claim 7, wherein the uprights are steel tubes having an outer diameter of 48mm and a wall thickness of 2.8 mm.
9. A stair combined working platform according to claim 1, characterised in that the steel plate (11) is a riffled steel plate, the length of the steel plate (11) being 2450mm and the width of the steel plate (11) being 950 mm.
10. A stair-built work platform according to claim 1, characterised in that the support frames are connected by square steel (12) to form a quadrilateral frame structure with square steel connected inside the quadrilateral frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021111083.9U CN213418433U (en) | 2020-06-16 | 2020-06-16 | Stair combined type operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021111083.9U CN213418433U (en) | 2020-06-16 | 2020-06-16 | Stair combined type operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213418433U true CN213418433U (en) | 2021-06-11 |
Family
ID=76224081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021111083.9U Expired - Fee Related CN213418433U (en) | 2020-06-16 | 2020-06-16 | Stair combined type operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213418433U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961212A (en) * | 2022-05-07 | 2022-08-30 | 中国建筑第八工程局有限公司 | Operation platform for reducing critical space height of assembly type staircase and construction method thereof |
| CN117580795A (en) * | 2021-07-05 | 2024-02-20 | 三菱电机楼宇解决方案株式会社 | Working table of escalator |
-
2020
- 2020-06-16 CN CN202021111083.9U patent/CN213418433U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117580795A (en) * | 2021-07-05 | 2024-02-20 | 三菱电机楼宇解决方案株式会社 | Working table of escalator |
| CN114961212A (en) * | 2022-05-07 | 2022-08-30 | 中国建筑第八工程局有限公司 | Operation platform for reducing critical space height of assembly type staircase and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102817484B (en) | Heavy multifunctional combined supporting frame | |
| CN213418433U (en) | Stair combined type operation platform | |
| CN107419893A (en) | A kind of elevator steel platform and preparation method thereof | |
| CN213204913U (en) | Modular prefabricated staircase operation platform | |
| CN109441101B (en) | Construction platform for high-altitude operation concrete circular roof | |
| CN202925871U (en) | Movable operating platform for aloft work | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN213979843U (en) | Prefabricated staircase safety operation platform of assembled structure | |
| CN201826438U (en) | Steel column convenient for constructing temporary operating platform | |
| CN210002826U (en) | detachable welding platform for steel column construction | |
| CN209874434U (en) | Simple and easy scaffold frame of encorbelmenting of building high latitude | |
| CN212453580U (en) | Novel safe cat ladder of dish mouth formula scaffold frame | |
| CN210857934U (en) | Cage type scaffold | |
| CN209704028U (en) | A kind of assembled architecture standardization protection system | |
| CN209261215U (en) | A kind of narrow Zhongting concrete top plate supporting frame system of building | |
| CN113550550A (en) | Overhanging unit type scaffold convenient to assemble and disassemble | |
| CN208415294U (en) | Steam turbine platen constructing device | |
| CN216380480U (en) | Integral movable operation frame | |
| CN217557571U (en) | Staircase operation platform | |
| CN211622697U (en) | Anti-falling device for building construction | |
| CN215926637U (en) | Construction platform convenient to dismantle | |
| CN221031314U (en) | Single-beam fixed shaping operation platform system in elevator hoistway | |
| CN220365273U (en) | Scaffold support structure | |
| CN210798239U (en) | Truss removes operation platform | |
| CN219491671U (en) | Foldable PC stair construction operation platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210611 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |