CN203320977U - Protection system for operation layer platform of ultrahigh-rise climbing frame - Google Patents
Protection system for operation layer platform of ultrahigh-rise climbing frame Download PDFInfo
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- CN203320977U CN203320977U CN201320376528XU CN201320376528U CN203320977U CN 203320977 U CN203320977 U CN 203320977U CN 201320376528X U CN201320376528X U CN 201320376528XU CN 201320376528 U CN201320376528 U CN 201320376528U CN 203320977 U CN203320977 U CN 203320977U
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- climbing frame
- operation layer
- steel pipe
- super high
- protection system
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Abstract
The utility model discloses a protection system for an operation layer platform of an ultrahigh-rise climbing frame. The protection system comprises a plurality of steel pipes (1) and a plurality of steel wire ropes (2), wherein each steel pipe (1) is vertically arranged, the bottom of each steel pipe (1) is fixedly connected with a pressed steel plate of the platform of the ultrahigh-rise climbing frame, a plurality of radial holes are formed along the axial direction of each steel pipe (1), and the plurality of steel wire ropes (2) penetrate through the radial holes of the plurality of steel pipes (1) for connection so as to form the protection system. The utility model provides the protection system for the operation layer platform of the ultrahigh-rise climbing frame, which has the advantages of simple structure, convenience in disassembly and assembly, capability of being used repeatedly, time saving and labor saving; and most importantly, the safety is good, the protection cost is lower than that of a steel pipe buckle scaffold, the waste of resources is less, and the protection system is more environment-friendly.
Description
Technical field
The utility model relates to Super High climbing frame operation layer Terrace prevention system, particularly a kind of Novel protective system.
Background technology
Super High climbing frame operation layer Terrace prevention is a kind of measure of reply Super High protection in work progress, what on Super High, on climbing frame, use at present is the protection of conventional steel fastener, steel tube fastener protection way is, set up protection with steel tube fastener on platform, the vertical rod horizon bar is all used the frame pipe, then with fastener, is connected.The protection of conventional steel fastener has following three shortcomings (1) waste material, the problem that can not meet environmental protection, economizes on resources; (2) waste of manpower resource, set up process more loaded down with trivial details, and the engineering time is long; (3) security risk is large, and whole steadiness is poor.Under this overall situation, the Super High climbing frame operation layer Terrace prevention system that can effectively solve above three kinds of problems is arisen at the historic moment.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of easy construction, can has enough to meet the need use, can environmental protection, economize on resources, and the Super High climbing frame operation layer Terrace prevention system that can reduce costs again.
In order to solve the problems of the technologies described above, the Super High climbing frame operation layer Terrace prevention system that the utility model provides, by many steel pipes and Duo Gen wire rope, formed, every vertical setting of described steel pipe and bottom are fixedly connected with Super High climbing frame platform profiled sheet, along a plurality of radially holes of being axially arranged with of described steel pipe, the described radially hole of many described steel pipes of many described steel wire penetrating is connected to form protection system.
Every vertical setting of described steel pipe and bottom and the welding of Super High climbing frame platform profiled sheet.
The specification of described steel pipe is
Height is 1.25m, and the specification of described wire rope is
The specification of described radially hole is
Described radially hole is located at 0.6m and the 1.2m place of described steel pipe.
The many alternate 1.5 meters settings of described steel pipe.
Adopt the Super High climbing frame operation layer Terrace prevention system of technique scheme, with respect to the protection of conventional steel fastener, the following advantage of Super High climbing frame operation layer Terrace prevention system:
(1) construction rapidly, is saved the labour.The protection of conventional steel fastener, the work progress complexity, the engineering time is long, and the construction of Super High climbing frame operation layer Terrace prevention system is rapidly, and simple to operate, save approximately 1/2 labour than the protection of conventional steel fastener.
(2) can reuse environmental protection.The characteristics of Super High climbing frame operation layer Terrace prevention system maximum are exactly reusable, reduce the utilization of resources, play the environmental protection effect.
(3) reduce costs.The Super High construction period is generally longer, and purchase or lease frame tube clamps expense are higher, and the utility model Super High climbing frame operation layer Terrace prevention expense is lower, is about 2/3 of traditional protection expense, and safe and reliable, with climbing frame, forms one, good stability.
In sum, the utility model be a kind of simple in structure, be convenient to dismounting, can repeatedly have enough to meet the need use, time saving and energy saving, the most important thing is that safety is good,, the wasting of resources cheaper than steel tube fastener scaffold protection cost still less, the Super High climbing frame operation layer Terrace prevention system of environmental protection more.
The accompanying drawing explanation
Fig. 1 Super High climbing frame operation layer platform plane figure.
Fig. 2 Super High climbing frame operation layer Terrace prevention schematic diagram.
Fig. 3 Super High climbing frame operation layer Terrace prevention sectional drawing.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Referring to Fig. 1, Fig. 2 and Fig. 3, by many steel pipes 1 and Duo Gen wire rope 2, formed, the specification of steel pipe 1 is
Height is the common welded steel pipe of 1.25m, and the profiled sheet 4 of every vertical setting of steel pipe 1 and bottom and Super High climbing frame platform is welded and fixed, the many alternate 1.5 meters settings of steel pipe 1, and the specification of wire rope 2 is
Being provided with specification along the axial 0.6m of steel pipe 1 and 1.2m place is
3, two wire rope of radially hole 2 be connected to form protection system through the radially hole 3 of many steel pipes 1.
Referring to Fig. 1, Fig. 2 and Fig. 3, Super High climbing frame operation layer Terrace prevention system construction sequence:
(1) calculate required steel pipe 1 quantity and wire rope 2 length according to on-site actual situations, to manufacturer, provide demand;
(2), according to the produced on-site needs, determine passage 5 positions;
(3) steel pipe 1 is welded on the profiled sheet 4 of climbing frame operating platform 6;
(4), by the radially hole 3 on steel pipe 1, reeve 2, form protection system;
(5) protection system is carried out an acceptance inspection, then use.
Claims (5)
1. a Super High climbing frame operation layer Terrace prevention system, it is characterized in that: by many steel pipes (1) and many wire rope (2), formed, every described steel pipe (1) vertically setting and bottom is fixedly connected with the profiled sheet of Super High climbing frame platform, along a plurality of radially holes of being axially arranged with of described steel pipe (1) (3), many described wire rope (2) are connected to form protection system through the described radially hole (3) of many described steel pipes (1).
2. Super High climbing frame operation layer Terrace prevention system according to claim 1 is characterized in that: every described steel pipe (1) is the profiled sheet welding of setting and bottom and Super High climbing frame platform vertically.
3. Super High climbing frame operation layer Terrace prevention system according to claim 1 and 2, it is characterized in that: the specification of described steel pipe (1) is
Height is 1.25m, and the specification of described wire rope (2) is
The specification of described radially hole (3) is
4. Super High climbing frame operation layer Terrace prevention system according to claim 1 and 2, it is characterized in that: described radially hole (3) is located at 0.6m and the 1.2m place of described steel pipe (1).
5. Super High climbing frame operation layer Terrace prevention system according to claim 1 and 2, is characterized in that: the alternate 1.5 meters settings of many described steel pipes (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320376528XU CN203320977U (en) | 2013-06-27 | 2013-06-27 | Protection system for operation layer platform of ultrahigh-rise climbing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320376528XU CN203320977U (en) | 2013-06-27 | 2013-06-27 | Protection system for operation layer platform of ultrahigh-rise climbing frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320977U true CN203320977U (en) | 2013-12-04 |
Family
ID=49660341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320376528XU Expired - Fee Related CN203320977U (en) | 2013-06-27 | 2013-06-27 | Protection system for operation layer platform of ultrahigh-rise climbing frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320977U (en) |
-
2013
- 2013-06-27 CN CN201320376528XU patent/CN203320977U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131204 Termination date: 20180627 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |