CN202925871U - Movable operating platform for aloft work - Google Patents
Movable operating platform for aloft work Download PDFInfo
- Publication number
- CN202925871U CN202925871U CN 201220596819 CN201220596819U CN202925871U CN 202925871 U CN202925871 U CN 202925871U CN 201220596819 CN201220596819 CN 201220596819 CN 201220596819 U CN201220596819 U CN 201220596819U CN 202925871 U CN202925871 U CN 202925871U
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- operating platform
- arch
- arch ring
- crane
- high above
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Abstract
The utility model provides a movable operating platform for aloft work. The movable operating platform is arranged between two crane beams which are arranged in parallel at a workshop. An arch bridge type is adopted for the operating platform. A working plane for staff is arranged on a bridge deck. Arch springs are arranged on the two crane beams. Rollers are arranged at the bottoms of the arch springs. Wheel shafts of the rollers are perpendicular to the length direction of the crane breams, so that the operating platform can move along the length direction of the crane beams. The high-altitude movable simple operating platform is used for the aloft work, and is simple in structure, low in manufacture cost and convenient to mount and disassemble, and can be repeatedly used for different specific projects; when the operating platform is used for the aloft work, the operating platform is convenient and easy to operate and high in safety and reliability, the working efficiency is greatly improved, the cost is saved, and influence on other cross operation and the space of the workshop is eliminated; and the operating platform is applied to the aloft work in most of workshops/plants, such as the construction operation of a pipeline, electrical engineering, illumination, channeled steel plates, and the like, and is easy to popularize and use in a large scale.
Description
Technical field
The utility model relates to a kind of construction and installation equipment, specifically the mobile operating platform during a kind of work high above the ground.
Background technology
Carry out work high above the ground construction in workshop, factory building, traditional method is to set up scaffold on the ground of plant building, in upwards, then climbs to the top of scaffold and carry out operation.This traditional work high above the ground job practices has following shortcoming: 1, the scaffold building construction is comparatively complicated, progress is slow, has greatly wasted the time; 2, set up the scaffold cost higher, need to drop into a large amount of manpower and materials; 3, scaffold building when construction, can affect other operations in plant building, make the Efficiency Decreasing of overall operation; If the position of 4 construction operations is higher, scaffold also will be taken very highly, not only waste lot of materials, its stability and be still waiting discussion, be all a larger potential safety hazard for the other staff in the operating personnel who constructs on scaffold and plant building.
Summary of the invention
The purpose of this utility model is: provide a kind of safe and reliable, be easy to use, time saving and energy saving work high above the ground movable operation platform.
The technical scheme that the utility model adopts is:
A kind of work high above the ground movable operation platform, be arranged between two crane beams that plant building be arranged in parallel, described operating platform is the arch bridge type, the operation plane, the arch springing that on its bridge floor are the staff put off on two crane beams, the wheel shaft that the arch springing bottom is provided with roller, this roller is vertical with the crane beam length direction, makes operating platform follow car beam length direction and moves.
Described operating platform comprises bottom arch ring, support frame, top board and arch springing support member, wherein: the arch springing support member that the bottom arch ring is fixedly connected with by the two ends, bottom, put off between two crane beams of factory building, be provided with roller between the bottom of arch springing support member and crane beam; Support frame be several vertically being arranged on rectangular frame between bottom arch ring and top board, its bottom strut is arranged in parallel on same level perpendicular to bottom arch ring, top strut; Top board is laid on the surface of the top strut of support frame, the operation plane of formation operating platform.
Described bottom arch ring has two, the both sides of respective operations platform to be symmetrically set.
Described bottom arch ring is to be connected by several strip steelframes to combine.
The vertical height stepped change of described support frame, the middle part from an end of bottom arch ring to the bottom arch ring increases successively, middle part to the other end from the bottom arch ring reduces successively again.
The periphery of stating bridge floor upwards is provided with guardrail.
The beneficial effect that the utility model produces is:
Adopt the portable simplified operating platform in high-altitude to carry out work high above the ground, simple in structure, cost of manufacture is low, be easy for installation and removal, and can recycle in different concrete engineerings; Use the utility model when carrying out work high above the ground: behaviour with convenient simple and easy, safe, reliability is strong, has greatly improved effect, has saved cost, do not affect other cross-operation, on space, factory building workshop without impact; The utility model is applicable to the work high above the ground in most of workshop/factory building: such as pipeline, electric, illumination, profiled sheet and other construction operation, be easy to large-scale promotion and use.
Description of drawings
Fig. 1 is the main TV structure schematic diagram of the utility model operating platform;
Fig. 2 is the side-looking structural representation of the utility model operating platform;
Fig. 3 is the steel frame construction schematic diagram of the utility model operating platform;
Fig. 4 is the A-A view of Fig. 3;
Fig. 5 is the B-B view of Fig. 3;
Fig. 6 is the C-C view of Fig. 5;
Fig. 7 is the side-looking structural representation of Fig. 6;
Fig. 8 is the perspective view of the utility model operating platform;
Number in the figure represents: 1-roof, 2-operating platform, 3-crane beam, 4-post, 5-arch springing support member, 6-strip steelframe, 7-support frame, 8-top board, 9-steel bar junction, 10-steel bar, 11-steelframe junction, 12-reinforcing rib, 13-roller, 14-framework.
The specific embodiment
As shown in Fig. 1～7, the utility model is a kind of work high above the ground movable operation platform 2, between two crane beams 3 that be arranged on workshop or 1 place, factory building room, be arranged in parallel.Operating platform 2 is the arch bridge type, the operation plane, the arch springing that on its bridge floor are the staff put off on two crane beams 3, the wheel shaft that the arch springing bottom is provided with roller 13, this roller 13 is vertical with crane beam 3 length directions, makes operating platform 2 move along crane beam 3 length directions.For guaranteeing the personal safety of staff on operating platform 2, the periphery of bridge floor upwards is provided with guardrail.
The bridge floor of operating platform 2 extremely is convenient to the staff and is carried out construction operation in the above, its width and length can design according to actual conditions, but namely operating platform 2 can put off between two adjacent crane beams 3, also can put off between two non-conterminous crane beams that are parallel to each other 3.It is also very steady that arch bridge type operating platform 20 minutes is firm, the staff promotes dolly in the above.Simultaneously, operating platform 2 is spliced and combined by the arch bridge assembly of presetting system and forms, makes simple, generally adopts the constructional materials of stabilized structure, lighter weight, such as steel, reinforcing bar, steel plate, shaped steel or tubing etc.The structural strength of operating platform 2 is determined as calculated according to span and the load-carrying of workshop or factory building, considers the recycling of operating platform 2, the establishment of component of operating platform 2 can be become standard knot, carries out Assembling according to the span of different workshops or factory building.
In this specific embodiment, operating platform 2 comprises bottom arch ring, support frame 7, top board 8 and arch springing support member 5, wherein: the arch springing support member 5 that the bottom arch ring is fixedly connected with by the two ends, bottom, put off between two crane beams 3 of factory building, be provided with roller 13 between the bottom of arch springing support member 5 and crane beam 3.Support frame 7 be several vertically being arranged on rectangular frame between bottom arch ring and top board 8, its bottom strut is arranged in parallel on same level perpendicular to bottom arch ring, top strut.Top board 8 is laid on the surface of the top strut of support frame 7, the operation plane of formation operating platform 2; Arch springing support member 5 is arranged on the two ends, bottom of bottom arch ring, and roller 13 is arranged on the bottom of arch springing support member 5.
Concrete: the bottom arch ring can be some, and its quantity can according to the Intensity Design of operating platform 2, adopt the both sides of two root bottom part arch rings, respective operations platform 2 to be symmetrically set in this specific embodiment.Each root bottom part arch ring is to be connected by several strip steelframes 6 to combine, and its steelframe junction 11 employing welding or threaded fastener connect.In addition, strip steelframe 6 is to be formed by several cuboid framework compositions, and is provided with reinforcing rib between each cuboid framework relative two summits.
The vertically highly stepped variation of support frame 7: the middle part from an end of bottom arch ring to the bottom arch ring increases successively, middle part to the other end from the bottom arch ring reduces successively again.The top strut of support frame 7, bottom strut and two side brace are all that the steel bar 10 by standard is spliced mutually, and steel bar junction 9 adopts welding or threaded fastener to connect.Also be provided with reinforcing rib between two relative summits of support frame 7.
Arch springing support member 5 is also to be connected by several frameworks 14 to form, and framework 14 is rectangular-shaped, and is provided with reinforcing rib between each cuboid framework 14 relative two summits.
Claims (6)
1. work high above the ground movable operation platform, be arranged between two crane beams that plant building be arranged in parallel, it is characterized in that: described operating platform is the arch bridge type, the operation plane, the arch springing that on its bridge floor are the staff put off on two crane beams, the wheel shaft that the arch springing bottom is provided with roller, this roller is vertical with the crane beam length direction, makes operating platform follow car beam length direction and moves.
2. work high above the ground movable operation platform according to claim 1, it is characterized in that: described operating platform comprises bottom arch ring, support frame, top board and arch springing support member, wherein: the arch springing support member that the bottom arch ring is fixedly connected with by the two ends, bottom, put off between two crane beams of factory building, be provided with roller between the bottom of arch springing support member and crane beam; Support frame be several vertically being arranged on rectangular frame between bottom arch ring and top board, its bottom strut is arranged in parallel on same level perpendicular to bottom arch ring, top strut; Top board is laid on the surface of the top strut of support frame, the operation plane of formation operating platform.
3. work high above the ground movable operation platform according to claim 1 is characterized in that: described bottom arch ring has two, the both sides of respective operations platform to be symmetrically set.
4. work high above the ground movable operation platform according to claim 3 is characterized in that: described bottom arch ring is to be connected by several strip steelframes to combine.
5. work high above the ground movable operation platform according to claim 2, it is characterized in that: the vertical height stepped change of described support frame, the middle part from an end of bottom arch ring to the bottom arch ring increases successively, middle part to the other end from the bottom arch ring reduces successively again.
6. work high above the ground movable operation platform according to claim 1, it is characterized in that: the periphery of described bridge floor upwards is provided with guardrail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220596819 CN202925871U (en) | 2012-11-14 | 2012-11-14 | Movable operating platform for aloft work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220596819 CN202925871U (en) | 2012-11-14 | 2012-11-14 | Movable operating platform for aloft work |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925871U true CN202925871U (en) | 2013-05-08 |
Family
ID=48215845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220596819 Expired - Lifetime CN202925871U (en) | 2012-11-14 | 2012-11-14 | Movable operating platform for aloft work |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925871U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763109A (en) * | 2015-04-13 | 2015-07-08 | 中冶建工集团有限公司 | Quick construction method for pressed bottom tile of large-span steel structure factory building roof |
| CN106193476A (en) * | 2015-05-05 | 2016-12-07 | 五冶集团上海有限公司 | A kind of concealed roofing tile mounting platform |
| CN111636667A (en) * | 2020-04-28 | 2020-09-08 | 贵州航天建设工程有限公司 | High-altitude operation platform construction method and operation platform applied to large-span plant |
-
2012
- 2012-11-14 CN CN 201220596819 patent/CN202925871U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763109A (en) * | 2015-04-13 | 2015-07-08 | 中冶建工集团有限公司 | Quick construction method for pressed bottom tile of large-span steel structure factory building roof |
| CN104763109B (en) * | 2015-04-13 | 2017-01-25 | 中冶建工集团有限公司 | Quick construction method for pressed bottom tile of large-span steel structure factory building roof |
| CN106193476A (en) * | 2015-05-05 | 2016-12-07 | 五冶集团上海有限公司 | A kind of concealed roofing tile mounting platform |
| CN111636667A (en) * | 2020-04-28 | 2020-09-08 | 贵州航天建设工程有限公司 | High-altitude operation platform construction method and operation platform applied to large-span plant |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160421 Address after: Sichuan province Deyang City Dongshan North Lane 618000 No. 94 Patentee after: The First Construction of China Mechanical Industry Co.,Ltd. Patentee after: CHINA MACHINERY INDUSTRY CONSTRUCTION CROUP Inc. Patentee after: CHINA MACHINERY ENGINEERING & CONSTRUCTION Corp. Address before: Sichuan province Deyang City Dongshan North Lane 618000 No. 94 Patentee before: The First Construction of China Mechanical Industry Co.,Ltd. Patentee before: CHINA MACHINERY INDUSTRY CONSTRUCTION CROUP Inc. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130508 |
|
| CX01 | Expiry of patent term |