CN203905452U - Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure - Google Patents
Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure Download PDFInfo
- Publication number
- CN203905452U CN203905452U CN201420225261.9U CN201420225261U CN203905452U CN 203905452 U CN203905452 U CN 203905452U CN 201420225261 U CN201420225261 U CN 201420225261U CN 203905452 U CN203905452 U CN 203905452U
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- scaffold floor
- skidding
- ponding
- strengthened
- main body
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Abstract
The utility model discloses an anti-sliding ponding-prevention scaffold floor with a particularly-strengthened structure. The anti-sliding ponding-prevention scaffold floor comprises a scaffold floor body, end face strengthened sealing plates, a middle strengthened supporting plate and anti-sliding rubber strips. The end face strengthened sealing plates are arranged on the scaffold floor body, the middle strengthened supporting plate is arranged in a middle position between the end face strengthened sealing plates, the anti-sliding rubber strips are arranged at the lower end of the scaffold floor body, the upper portions of the anti-sliding rubber strips are in a circular protrusion shape, and the lower portions of the anti-sliding rubber strips are in an arc-shaped protrusion shape. The anti-sliding ponding-prevention scaffold floor has the good rigidity, has the excellent anti-sliding effect, and is reasonable in structure and not prone to being bent and broken.
Description
Technical field
The utility model relates to a kind of scaffold floor, particularly relates to the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure.
Background technology
Scaffold floor is in ocean engineering, shipbuilding, nuclear power engineering, the work high above the ground fields such as building are applied, but the scaffold floor generally using at present exists rigidity not enough, and sand, seeping phenomenon, in cold season, there will be icing situation, and scaffold floor bottom does not have anti-skidding adhesive tape, be not easy to control itself and the steel pipe sliding phenomenon while laying, these cause influences the whole skidproof effect of existing scaffold floor, this has just caused often having the thing that on scaffold floor landing and scaffold floor, article landing is hurted sb.'s feelings and has occurred, and existing scaffold floor structure is all fairly simple, can be because carrier be overweight in use procedure, the thing that scaffold floor is easy to bend and even ruptures, thereby cause unnecessary accident.
Summary of the invention
Technical problem to be solved in the utility model is to provide the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure, and it not only has good rigidity, and has outstanding skidproof effect, rational in infrastructure, is difficult for bend fracture.
The utility model solves above-mentioned technical problem by following technical proposals: the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure, it is characterized in that, it comprises that scaffold floor main body, end face are strengthened shrouding, gripper shoe, anti-skidding adhesive tape are strengthened in centre, end face is strengthened shrouding and is positioned in scaffold floor main body, the middle gripper shoe of strengthening is positioned at end face reinforcement shrouding central authorities, scaffold floor main body lower end is provided with anti-skidding adhesive tape, the shaped upper part of anti-skidding adhesive tape is circular protrusion, and the lower shape of anti-skidding adhesive tape is arc convex.
Preferably, described scaffold floor main body top is provided with waling.
Preferably, described scaffold floor main body side is provided with the first reinforcing rib and the second reinforcing rib.
Preferably, described anti-skidding adhesive tape is positioned at an anti-slip tank.
Preferably, described scaffold floor main body top is also provided with upper overturning hole and lower flanging bore.
Preferably, the shape in described upper overturning hole and the shape of lower flanging bore are all rectangle or circle.
Preferably, the described middle gripper shoe of strengthening is provided with the 3rd reinforcing rib.
Preferably, described end face reinforcement shrouding is provided with flanging bore.
Positive progressive effect of the present utility model is: the utility model not only has good rigidity, and has outstanding skidproof effect, rational in infrastructure, is difficult for bend fracture.
Accompanying drawing explanation
Fig. 1 is the special structural representation of strengthening anti-skidding anti-ponding scaffold floor of a kind of structure of the utility model.
Fig. 2 is the special structural representation figure that strengthens anti-skidding anti-ponding scaffold floor part of a kind of structure of the utility model.
Fig. 3 is the structural representation of scaffold floor main body in the utility model.
Fig. 4 is the structural representation that in the utility model, end face is strengthened shrouding.
Fig. 5 is the middle structural representation of strengthening support bar in the utility model.
Fig. 6 is the structural representation of anti-skidding adhesive tape in the utility model.
The specific embodiment
Below in conjunction with accompanying drawing, provide the utility model preferred embodiment, to describe the technical solution of the utility model in detail.
As shown in Figures 1 to 6, it comprises that scaffold floor main body 1, end face are strengthened shrouding 2, gripper shoe 3, anti-skidding adhesive tape 4 are strengthened in centre the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure of the utility model, end face is strengthened shrouding 2 and is positioned in scaffold floor main body 1, the middle gripper shoe 3 of strengthening is positioned at end face reinforcement shrouding 2 central authorities, the lower end of scaffold floor main body 1 is provided with anti-skidding adhesive tape 4, the shaped upper part of anti-skidding adhesive tape is circular protrusion, and the lower shape of anti-skidding adhesive tape is arc convex.
Scaffold floor main body 1 is provided with waling 5, by how much crests, designs, and has improved greatly the bearing strength of bearing surface, has guaranteed rigidity and the planeness of one-piece machine member plate, and crest quantity increases and decreases with the width of product.
Scaffold floor main body 1 is provided with the first reinforcing rib 6 and the second reinforcing rib 7, the first reinforcing rib 6 and the second reinforcing rib 7 are all positioned at a side of waling 5, by the design of how much wave height, are guaranteeing under the prerequisite of scaffold floor height, increase this reinforcing rib, further improved supporting capacity.
Anti-skidding adhesive tape 4 is positioned at an anti-slip tank 8, can effectively increase the frictional force of supporting surface like this, be convenient to control the sliding phenomenon while laying with steel pipe, can avoid causing the generation of dropping because of the slippage of scaffold floor, simultaneously by indent geometry of the circle shape, strengthen scaffold floor rigidity, improved supporting capacity.Anti-skidding adhesive tape is installed and can also plays the effect of vibration damping, noise reduction.
The combination of the different geometries by the first reinforcing rib 6, the second reinforcing rib 7 and anti-slip tank 8, make the support edge of scaffold floor form complicated special-shaped tubular, rigidity and the supporting capacity of foot rest integral body have been increased substantially, by closed loop design, avoided the sand ponding of being discharged by top and other regions to form and collect in bottom simultaneously.
Scaffold floor main body 1 is also provided with upper overturning hole 9 and lower flanging bore 10, upper overturning hole 9 and lower flanging bore 10 are all positioned at another side of waling 5, the design in upper overturning hole 9 is further strengthened the frictional force of bearing surface, can more effective help operating personnel antiskid, and the landing of avoiding carrier.The design of flanging bore, is not affecting under the prerequisite of intensity simultaneously, makes scaffold floor total quality obtain alleviating; The design of lower flanging bore 10 has guaranteed rigidity and the planeness of one-piece machine member plate.While is used in conjunction with and can to sand ponding, collects more fully with waling, and discharges by lower flanging bore 10 water conservancy diversion, has avoided the sand seeping phenomenon of work plane.The shape of the shape in upper overturning hole 9 and lower flanging bore 10 is all rectangle or circle.
End face is strengthened shrouding 2 and is provided with flanging bore 11, when guaranteeing to increase end face shrouding intensity, has reached again the object of scaffold floor lighting design.
The middle gripper shoe 3 of strengthening is provided with the 3rd reinforcing rib 12, and the overall structure of scaffold floor is further strengthened, and has well promoted the integrated carrying ability of scaffold floor.
Above-described specific embodiment; the technical problem of solution of the present utility model, technical scheme and beneficial effect are further described; institute is understood that; the foregoing is only specific embodiment of the utility model; be not limited to the utility model; all within spirit of the present utility model and principle, any modification of making, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (8)
1. a structure is strengthened anti-skidding anti-ponding scaffold floor especially, it is characterized in that, it comprises that scaffold floor main body, end face are strengthened shrouding, gripper shoe, anti-skidding adhesive tape are strengthened in centre, end face is strengthened shrouding and is positioned in scaffold floor main body, the middle gripper shoe of strengthening is positioned at end face reinforcement shrouding central authorities, scaffold floor main body lower end is provided with anti-skidding adhesive tape, and the shaped upper part of anti-skidding adhesive tape is circular protrusion, and the lower shape of anti-skidding adhesive tape is arc convex.
2. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 1, is characterized in that, described scaffold floor main body top is provided with waling.
3. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 2, is characterized in that, described scaffold floor main body side is provided with the first reinforcing rib and the second reinforcing rib.
4. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 3, is characterized in that, described anti-skidding adhesive tape is positioned at an anti-slip tank.
5. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 4, is characterized in that, described scaffold floor main body top is also provided with upper overturning hole and lower flanging bore.
6. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 5, is characterized in that, the shape in described upper overturning hole and the shape of lower flanging bore are all rectangle or circle.
7. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 1, is characterized in that, the described middle gripper shoe of strengthening is provided with the 3rd reinforcing rib.
8. the anti-skidding anti-ponding scaffold floor of the special reinforcement of a kind of structure as claimed in claim 1, is characterized in that, described end face is strengthened shrouding and is provided with flanging bore.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420225261.9U CN203905452U (en) | 2014-05-05 | 2014-05-05 | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure |
Applications Claiming Priority (1)
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CN201420225261.9U CN203905452U (en) | 2014-05-05 | 2014-05-05 | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure |
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CN203905452U true CN203905452U (en) | 2014-10-29 |
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CN201420225261.9U Expired - Fee Related CN203905452U (en) | 2014-05-05 | 2014-05-05 | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103938848A (en) * | 2014-05-05 | 2014-07-23 | 江苏博林机械制造有限公司 | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure |
-
2014
- 2014-05-05 CN CN201420225261.9U patent/CN203905452U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103938848A (en) * | 2014-05-05 | 2014-07-23 | 江苏博林机械制造有限公司 | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141029 |