CN103938846A - Skid resistance scaffold floor with strengthened structure - Google Patents
Skid resistance scaffold floor with strengthened structure Download PDFInfo
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- CN103938846A CN103938846A CN201410183700.9A CN201410183700A CN103938846A CN 103938846 A CN103938846 A CN 103938846A CN 201410183700 A CN201410183700 A CN 201410183700A CN 103938846 A CN103938846 A CN 103938846A
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- scaffold floor
- main body
- skid resistance
- face
- strengthened
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- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
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Abstract
The invention discloses a skid resistance scaffold floor with a strengthened structure. The skid resistance scaffold floor comprises a scaffold floor body, an end face strengthening sealing plate, a middle strengthening supporting board and a skid resistance rubber bar. The end face strengthening sealing plate is located on the scaffold floor body, the middle strengthening supporting board is located in the center of the end face strengthening sealing plate, and the skid resistance rubber bar is arranged at the lower end of the scaffold floor body. The skid resistance scaffold floor with the strengthened structure has good rigidity and the excellent 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 a kind of structural strengthening non-slip feet palm.
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 a kind of structural strengthening non-slip feet palm, 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: a kind of structural strengthening non-slip feet palm, 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, and scaffold floor main body lower end is provided with anti-skidding adhesive tape.
Preferably, described scaffold floor main body root is provided with concave edge.
Preferably, described scaffold floor main body is provided with the first reinforcing rib, and the first reinforcing rib is positioned at concave edge top.
Preferably, in described concave edge, be provided with anti-slip tank, in anti-slip tank, be provided with anti-skidding adhesive tape.
Preferably, described scaffold floor main body top is also provided with anti-skidding muscle and the first flanging bore, and anti-skidding muscle is connected with the first reinforcing rib, and the first flanging bore is positioned at the side of anti-skidding muscle.
Preferably, described end face reinforcement shrouding is provided with the second flanging bore.
Preferably, the described middle gripper shoe of strengthening is provided with the second reinforcing rib.
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, can reduce application risk.
Brief description of the drawings
Fig. 1 is the structural representation of structural strengthening non-slip feet palm of the present invention.
Fig. 2 is the structural representation figure of structural strengthening non-slip feet palm part 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 gripper shoe 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 structural strengthening non-slip feet palm 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, and scaffold floor main body 1 lower end is provided with anti-skidding adhesive tape 4.
Scaffold floor main body 1 root is provided with concave edge 5, become special-shaped tubular at the stressed root of scaffold floor by interior bending, rigidity and the supporting capacity of scaffold floor entirety are increased substantially, concave edge ensures certain gradient simultaneously, has avoided the sand ponding of being discharged by top and other regions to form and collect in bottom.
Scaffold floor main body 1 is provided with the first reinforcing rib 16, and reinforcing rib is positioned at concave edge top, is ensureing, under the prerequisite of scaffold floor height, further to have improved supporting capacity.
In concave edge 5, be provided with anti-slip tank 7, anti-skidding adhesive tape 4 is positioned at anti-slip tank 7, can effectively increase like this frictional force of supporting surface, be convenient to control the sliding phenomenon while laying with steel pipe, can avoid because the slippage of scaffold floor causes the generation of dropping, by indent geometry of the circle shape, strengthen scaffold floor rigidity simultaneously, improve supporting capacity, anti-skidding adhesive tape has been installed can also have played the effect of vibration damping, noise reduction.Anti-slip tank avoided in use occurring scaffold floor landing, avoided the landing of personnel and article on scaffold floor, thereby greatly reduced the potential safety hazard existing in use procedure.
Scaffold floor main body 1 top is provided with anti-skidding muscle 8 and the first flanging bore 9, anti-skidding muscle 8 is connected with the first reinforcing rib 16, the first flanging bore 9 is positioned at the side of anti-skidding muscle 8, the first flanging bore 9 comprises upper overturning hole and lower flanging bore, the frictional force of bearing surface is further strengthened, can more effective help operating personnel antiskid, and avoid the landing of carrier, and the design of upper overturning hole and lower flanging bore, can ensure is not affecting under the prerequisite of scaffold floor intensity, make scaffold floor lighter, with the well drainage of design of flanging bore at present, avoid sand, seeping phenomenon.
End face is strengthened shrouding 2 and is provided with the second flanging bore 29, 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 second reinforcing rib 26, the overall structure of scaffold floor is further strengthened, well promote the integrated carrying ability of scaffold floor, strengthen scaffold floor integrated carrying ability, improve anti-crawl agentdefiection effect, avoided in use cracking because of distortion or after reusing the even harm of fracture.
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 (7)
1. a structural strengthening non-slip feet palm, 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, and scaffold floor main body lower end is provided with anti-skidding adhesive tape.
2. structural strengthening non-slip feet palm as claimed in claim 1, is characterized in that, described scaffold floor main body root is provided with concave edge.
3. structural strengthening non-slip feet palm as claimed in claim 2, is characterized in that, described scaffold floor main body is provided with the first reinforcing rib, and the first reinforcing rib is positioned at concave edge top.
4. structural strengthening non-slip feet palm as claimed in claim 3, is characterized in that, in described concave edge, is provided with anti-slip tank, is provided with anti-skidding adhesive tape in anti-slip tank.
5. structural strengthening non-slip feet palm as claimed in claim 4, is characterized in that, described scaffold floor main body top is also provided with anti-skidding muscle and the first flanging bore, and anti-skidding muscle is connected with the first reinforcing rib, and the first flanging bore is positioned at the side of anti-skidding muscle.
6. structural strengthening non-slip feet palm as claimed in claim 1, is characterized in that, described end face is strengthened shrouding and is provided with the second flanging bore.
7. structural strengthening non-slip feet palm as claimed in claim 1, is characterized in that, the described middle gripper shoe of strengthening is provided with the second reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410183700.9A CN103938846B (en) | 2014-05-04 | 2014-05-04 | Structural strengthening non-slip feet palm |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410183700.9A CN103938846B (en) | 2014-05-04 | 2014-05-04 | Structural strengthening non-slip feet palm |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938846A true CN103938846A (en) | 2014-07-23 |
| CN103938846B CN103938846B (en) | 2016-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410183700.9A Expired - Fee Related CN103938846B (en) | 2014-05-04 | 2014-05-04 | Structural strengthening non-slip feet palm |
Country Status (1)
| Country | Link |
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| CN (1) | CN103938846B (en) |
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 |
| CN2294312Y (en) * | 1996-07-29 | 1998-10-14 | 俞武钟 | High strength steel scaffold board |
| 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 |
| CN203905447U (en) * | 2014-05-04 | 2014-10-29 | 江苏博林机械制造有限公司 | Structure-reinforcing antiskid scaffold board |
-
2014
- 2014-05-04 CN CN201410183700.9A patent/CN103938846B/en not_active Expired - Fee Related
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 |
| CN2294312Y (en) * | 1996-07-29 | 1998-10-14 | 俞武钟 | High strength steel scaffold board |
| 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 |
| CN203905447U (en) * | 2014-05-04 | 2014-10-29 | 江苏博林机械制造有限公司 | Structure-reinforcing antiskid scaffold board |
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| Publication number | Publication date |
|---|---|
| CN103938846B (en) | 2016-07-06 |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160706 |
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| CF01 | Termination of patent right due to non-payment of annual fee |