CN103938848A - Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure - Google Patents
Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure Download PDFInfo
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- CN103938848A CN103938848A CN201410185418.4A CN201410185418A CN103938848A CN 103938848 A CN103938848 A CN 103938848A CN 201410185418 A CN201410185418 A CN 201410185418A CN 103938848 A CN103938848 A CN 103938848A
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- scaffold floor
- skidding
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- ponding
- resistance
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Abstract
The invention discloses a skid resistance and water accumulation resistance scaffold floor with a specially-strengthened structure. The skid resistance and water accumulation resistance scaffold floor comprises a scaffold floor body, an end face strengthening sealing board, a middle strengthening supporting board and a skid resistance rubber bar. The end face strengthening sealing board is located on the scaffold floor body, the middle strengthening supporting board is located in the center of the end face strengthening sealing board, the skid resistance rubber bar is arranged at the lower end of the scaffold floor body, the upper portion of the skid resistance rubber bar is in the shape of a round protrusion, and the lower portion of the skid resistance rubber bar is in the shape of an arc protrusion. The skid resistance and water accumulation resistance scaffold floor has good rigidity and the good skid resistance effect and is reasonable in structure and not prone to curve and fracture.
Description
Technical field
The present invention relates to a kind of scaffold floor, particularly relate 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 there is rigidity deficiency in the scaffold floor generally using at present, and sand, seeping phenomenon, there will be icing situation in cold season, 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 existing scaffold floor entirety skidproof effect, 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, be easy to bend the even thing of fracture of scaffold floor, thereby cause unnecessary accident.
Summary of the invention
Technical problem to be solved by this invention 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 present invention 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, and the shaped upper part of anti-skidding adhesive tape is circular protrusions, 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 invention is: the present invention not only has good rigidity, and has outstanding skidproof effect, rational in infrastructure, is difficult for bend fracture.
Brief description of the drawings
Fig. 1 is the special structural representation of strengthening anti-skidding anti-ponding scaffold floor of structure of the present invention.
Fig. 2 is the special structural representation figure that strengthens anti-skidding anti-ponding scaffold floor part of structure of the present invention.
Fig. 3 is the structural representation of scaffold floor main body in the present invention.
Fig. 4 is the structural representation that in the present invention, end face is strengthened shrouding.
Fig. 5 is the middle structural representation of strengthening support bar in the present invention.
Fig. 6 is the structural representation of anti-skidding adhesive tape in the present invention.
Detailed description of the invention
Provide preferred embodiment of the present invention below in conjunction with accompanying drawing, to describe technical scheme of the present invention 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 structure of the present invention, 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 protrusions, 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 crest designs, has improved greatly the bearing strength of bearing surface, has ensured 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 ensureing 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 like this frictional force of supporting surface, 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 entirety are 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 avoid the landing of 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 ensured rigidity and the planeness of one-piece machine member plate.While is used in conjunction with and can collects sand ponding 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, in 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; technical problem, technical scheme and beneficial effect to solution of the present invention further describe; institute is understood that; the foregoing is only specific embodiments of the invention; be not limited to the present invention; within the spirit and principles in the present invention all, any amendment of making, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (8)
1. the anti-skidding anti-ponding scaffold floor of the special reinforcement 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, and the shaped upper part of anti-skidding adhesive tape is circular protrusions, 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 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 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 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 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 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 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 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 |
|---|---|---|---|
| CN201410185418.4A CN103938848A (en) | 2014-05-05 | 2014-05-05 | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185418.4A CN103938848A (en) | 2014-05-05 | 2014-05-05 | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure |
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| Publication Number | Publication Date |
|---|---|
| CN103938848A true CN103938848A (en) | 2014-07-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410185418.4A Pending CN103938848A (en) | 2014-05-05 | 2014-05-05 | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2578722A (en) * | 2018-11-05 | 2020-05-27 | Canyon Metal Scaffolding Engineering Ltd | Bridge plank applicable to construction sites |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1030335A (en) * | 1996-07-15 | 1998-02-03 | Nikko Co Ltd | Scaffold plate for construction |
| KR20100113881A (en) * | 2009-04-14 | 2010-10-22 | 한국단조공업 (주) | Scaffold for working |
| CN202596149U (en) * | 2012-04-20 | 2012-12-12 | 台山市东扩钢构有限公司 | Scaffold pedal |
| CN202767502U (en) * | 2012-09-19 | 2013-03-06 | 湖南元拓实业集团有限公司 | Steel plank |
| CN203238930U (en) * | 2013-05-10 | 2013-10-16 | 大连中集铁路装备有限公司 | Springboard |
| CN203905452U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure |
-
2014
- 2014-05-05 CN CN201410185418.4A patent/CN103938848A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1030335A (en) * | 1996-07-15 | 1998-02-03 | Nikko Co Ltd | Scaffold plate for construction |
| KR20100113881A (en) * | 2009-04-14 | 2010-10-22 | 한국단조공업 (주) | Scaffold for working |
| CN202596149U (en) * | 2012-04-20 | 2012-12-12 | 台山市东扩钢构有限公司 | Scaffold pedal |
| CN202767502U (en) * | 2012-09-19 | 2013-03-06 | 湖南元拓实业集团有限公司 | Steel plank |
| CN203238930U (en) * | 2013-05-10 | 2013-10-16 | 大连中集铁路装备有限公司 | Springboard |
| CN203905452U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2578722A (en) * | 2018-11-05 | 2020-05-27 | Canyon Metal Scaffolding Engineering Ltd | Bridge plank applicable to construction sites |
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Application publication date: 20140723 |
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| RJ01 | Rejection of invention patent application after publication |