CN103938851A - Skid resistance scaffold floor with specially-strengthened structure - Google Patents
Skid resistance scaffold floor with specially-strengthened structure Download PDFInfo
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- CN103938851A CN103938851A CN201410185597.1A CN201410185597A CN103938851A CN 103938851 A CN103938851 A CN 103938851A CN 201410185597 A CN201410185597 A CN 201410185597A CN 103938851 A CN103938851 A CN 103938851A
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- scaffold floor
- strengthened
- gripper shoe
- skid resistance
- main body
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Abstract
The invention discloses a skid resistance scaffold floor with a specially-strengthened structure. The skid resistance scaffold floor comprises a scaffold floor body, an end face strengthening sealing board, a first middle strengthening supporting board, a second middle strengthening supporting board and a skid resistance rubber bar. The end face strengthening sealing board is located in an opening of the end of the scaffold floor body, and the first middle strengthening supporting board and the second middle strengthening supporting board are located on the scaffold floor body. The skid resistance rubber bar is arranged at the lower end of the scaffold floor body, third reinforcing ribs are arranged on the first middle strengthening supporting board, and fourth strengthening ribs are arranged on the second middle strengthening supporting board. The skid resistance scaffold floor 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 structure and strengthen especially 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 structure and strengthens especially 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 structure is strengthened non-slip feet palm especially, it is characterized in that, it comprises scaffold floor main body, end face is strengthened shrouding, in the middle of first, strengthen gripper shoe, in the middle of second, strengthen gripper shoe, anti-skidding adhesive tape, end face is strengthened shrouding and is positioned in scaffold floor body port, in the middle of first, strengthen gripper shoe, in the middle of second, strengthening gripper shoe is all positioned in scaffold floor main body, scaffold floor main body lower end is provided with anti-skidding adhesive tape, in the middle of described first, strengthen gripper shoe and be provided with the 3rd reinforcing rib, in the middle of second, strengthen gripper shoe and be provided with the 4th reinforcing rib.
Preferably, described scaffold floor main body 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 provided with anti-skidding muscle and the first flanging bore.
Preferably, described end face reinforcement shrouding is provided with the second flanging bore.
Positive progressive effect of the present invention is: anti-slip tank has avoided in use occurring scaffold floor landing, and anti-skidding working panel has been avoided the landing of personnel and article on scaffold floor, thereby greatly reduces the potential safety hazard existing in use procedure.Reinforcing rib, by the design of geometry, has strengthened scaffold floor integrated carrying ability, has improved anti-crawl agentdefiection effect, has avoided in use cracking because of distortion or after reusing the even harm of fracture.The enhancing of supporting capacity, has reduced scaffold floor excessive deformation in use, thereby has effectively extended application life.Flanging bore can well be got rid of the long-pending thing on scaffold floor, thereby has avoided sand and seeping phenomenon, has improved safety factor.By the design of waveform geometry, increase substantially the bulk strength of scaffold floor, so just can utilize light sheet material can obtain sufficient supporting capacity equally, thereby the weight that can make scaffold floor self becomes lighter, avoid the wasting of resources, alleviate client's first input cost burden, the labour intensity of having alleviated again product carrying simultaneously and having scaffolded erecting in process.
Brief description of the drawings
Fig. 1 is the structural representation that structure of the present invention is strengthened non-slip feet palm especially.
Fig. 2 is the structural representation figure that structure of the present invention is strengthened non-slip feet palm part especially.
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 first middle structural representation of strengthening support bar in the present invention.
Fig. 6 is the second middle structural representation of strengthening support bar in the present invention
Fig. 7 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 7, structure of the present invention is strengthened non-slip feet palm especially, and it comprises scaffold floor main body 1, end face is strengthened shrouding 2, in the middle of first, strengthen gripper shoe 3, in the middle of second, strengthen gripper shoe 4, anti-skidding adhesive tape 5, end face is strengthened shrouding 2 and is positioned on scaffold floor main body 1 port, in the middle of first, strengthen gripper shoe 3, in the middle of second, strengthening gripper shoe 4 is all positioned in scaffold floor main body 1, scaffold floor main body 1 lower end is provided with anti-skidding adhesive tape 5, in the middle of first, strengthen gripper shoe 3 and be provided with the 3rd reinforcing rib 12, in the middle of second, strengthen gripper shoe 4 and be provided with the 4th reinforcing rib 13, the overall structure of scaffold floor is further strengthened, well promote the integrated carrying ability of scaffold floor.
Scaffold floor main body 1 is provided with the first reinforcing rib 7 and the second reinforcing rib 8, by the design of how much wave height, ensureing, under the prerequisite of scaffold floor height, to increase this reinforcing rib, has further improved supporting capacity.
Anti-skidding adhesive tape 5 is positioned at an anti-slip tank 6, can effectively increase the 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 can also play the effect of vibration damping, noise reduction.
Scaffold floor main body 1 is provided with anti-skidding muscle 9 and the first flanging bore 10, 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 and lower flanging bore, can ensure is not affecting under the prerequisite of scaffold floor intensity, makes scaffold floor lighter, with the well drainage of design of flanging bore at present, sand, seeping phenomenon are avoided.
By the combination of the first reinforcing rib 7, the second reinforcing rib 8, anti-skidding adhesive tape 5, anti-skidding muscle 9, make the support edge of scaffold floor form complicated special-shaped tubular, increase substantially rigidity and the supporting capacity of foot rest entirety, avoided the sand ponding of being discharged by top and other regions to form and collect in bottom.
End face is strengthened shrouding 2 and is provided with the second flanging bore 11, in guaranteeing to increase end face shrouding intensity, has reached again the object of scaffold floor lighting design.
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 (5)
1. a structure is strengthened non-slip feet palm especially, it is characterized in that, it comprises that scaffold floor main body, end face are strengthened shrouding, the first middle reinforcement strengthened gripper shoe, anti-skidding adhesive tape in the middle of gripper shoe, second, end face is strengthened shrouding and is positioned in scaffold floor body port, in the middle of strengthening gripper shoe, second in the middle of first, reinforcement gripper shoe is all positioned in scaffold floor main body, scaffold floor main body lower end is provided with anti-skidding adhesive tape, in the middle of described first, strengthen gripper shoe and be provided with the 3rd reinforcing rib, the second middle gripper shoe of strengthening is provided with the 4th reinforcing rib.
2. structure as claimed in claim 1 is strengthened non-slip feet palm especially, it is characterized in that, described scaffold floor main body is provided with the first reinforcing rib and the second reinforcing rib.
3. structure as claimed in claim 2 is strengthened non-slip feet palm especially, it is characterized in that, described anti-skidding adhesive tape is positioned at an anti-slip tank.
4. structure as claimed in claim 3 is strengthened non-slip feet palm especially, it is characterized in that, described scaffold floor main body top is provided with anti-skidding muscle and the first flanging bore.
5. structure as claimed in claim 4 is strengthened non-slip feet palm especially, it is characterized in that, described end face is strengthened shrouding and is provided with the second flanging bore.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185597.1A CN103938851B (en) | 2014-05-05 | 2014-05-05 | Structure strengthens non-slip feet palm especially |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185597.1A CN103938851B (en) | 2014-05-05 | 2014-05-05 | Structure strengthens non-slip feet palm especially |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938851A true CN103938851A (en) | 2014-07-23 |
| CN103938851B CN103938851B (en) | 2016-12-07 |
Family
ID=51186702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410185597.1A Expired - Fee Related CN103938851B (en) | 2014-05-05 | 2014-05-05 | Structure strengthens non-slip feet palm especially |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103938851B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381995A (en) * | 2016-09-22 | 2017-02-08 | 无锡市龙海杰机械制造有限公司 | Scaffold pedal with cooling function |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1030335A (en) * | 1996-07-15 | 1998-02-03 | Nikko Co Ltd | Scaffold plate for construction |
| 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 |
| CN203905451U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-slip scaffold board with specially reinforced structure |
-
2014
- 2014-05-05 CN CN201410185597.1A patent/CN103938851B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1030335A (en) * | 1996-07-15 | 1998-02-03 | Nikko Co Ltd | Scaffold plate for construction |
| 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 |
| CN203905451U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-slip scaffold board with specially reinforced structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381995A (en) * | 2016-09-22 | 2017-02-08 | 无锡市龙海杰机械制造有限公司 | Scaffold pedal with cooling function |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103938851B (en) | 2016-12-07 |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20161207 |