CN103938850A - Anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor - Google Patents
Anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor Download PDFInfo
- Publication number
- CN103938850A CN103938850A CN201410185581.0A CN201410185581A CN103938850A CN 103938850 A CN103938850 A CN 103938850A CN 201410185581 A CN201410185581 A CN 201410185581A CN 103938850 A CN103938850 A CN 103938850A
- Authority
- CN
- China
- Prior art keywords
- scaffold floor
- main body
- ponding
- skidding
- reinforcing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses an anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor. The scaffold floor comprises a scaffold floor body, an end face reinforcing blanking plate, a middle reinforcing supporting plate and anti-slipping adhesive tape. The end face reinforcing blanking plate is located on the scaffold floor body, the middle reinforcing supporting plate is located in the middle of the end face reinforcing plate, the anti-slipping adhesive tape is located at the lower end of the scaffold floor body, and a flanging hole is formed in the end face reinforcing blanking plate. The scaffold floor has good rigidity and the good anti-slipping effect, and is simple in structure and not prone to being bent and cracked.
Description
Technical field
The present invention relates to a kind of scaffold floor, particularly relate to the anti-year anti-ponding scaffold floor of a kind of anti-skidding reinforcement.
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 by this invention is to provide the anti-year anti-ponding scaffold floor of a kind of anti-skidding reinforcement, 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-year anti-ponding scaffold floor of a kind of anti-skidding reinforcement, 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 described end face is strengthened shrouding and is provided with flanging bore.
Preferably, described scaffold floor main body is provided with dentation upper overturning hole.
Preferably, described scaffold floor main body side is provided with the first reinforcing rib, the second reinforcing rib.
Preferably, in described scaffold floor main body, 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 provided with the 3rd reinforcing rib.
Preferably, described scaffold floor main body is provided with lower flanging bore.
Preferably, the described middle gripper shoe of strengthening is provided with the 4th 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.
Accompanying drawing explanation
Fig. 1 is the anti-structural representation that carries anti-ponding scaffold floor of the anti-skidding reinforcement of the present invention.
Fig. 2 is the anti-structural representation figure that carries anti-ponding scaffold floor part of the anti-skidding reinforcement 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.
The specific embodiment
Below in conjunction with accompanying drawing, provide preferred embodiment of the present invention, 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-year anti-ponding scaffold floor of the anti-skidding reinforcement 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, scaffold floor main body 1 lower end is provided with anti-skidding adhesive tape 4, end face is strengthened shrouding 2 and is provided with flanging bore 11, and flanging bore 11, when guaranteeing to increase end face shrouding intensity, has reached again the object of scaffold floor lighting design.
In scaffold floor main body, 1 is provided with dentation upper overturning hole 5, by flange pore area tooth Shape Design, the frictional force of bearing surface is further strengthened, 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, and dentation hole row increases and decreases with the width of product.
Scaffold floor main body 1 side is provided with the first reinforcing rib 6, the second reinforcing rib 7, by the design of how much wave height, guaranteeing, under the prerequisite of scaffold floor height, to increase this reinforcing rib, has further improved supporting capacity.
In scaffold floor main body 1, be provided with anti-slip tank 8, anti-skidding adhesive tape 4 is positioned at anti-slip tank 8, 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, by indent geometry of the circle shape, strengthen scaffold floor rigidity simultaneously, improved supporting capacity.Anti-skidding adhesive tape is installed and can also plays the effect of vibration damping, noise reduction.
Scaffold floor main body 1 top is provided with the 3rd reinforcing rib 9, improved the structural strength of scaffold floor work plane, increased supporting capacity, simultaneously with the combining of the different geometries such as the first reinforcing rib, the second reinforcing rib, anti-slip tank, make the support edge of scaffold floor form complicated special-shaped tubular, increase substantially rigidity and the supporting capacity of foot rest integral body, 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 provided with lower flanging bore 10, has guaranteed rigidity and the planeness of one-piece machine member plate.While can be collected sand ponding again more fully, and water conservancy diversion discharge, has avoided the sand seeping phenomenon of work plane.The design of flanging bore, is not affecting under the prerequisite of intensity simultaneously, makes scaffold floor total quality obtain alleviating.
The middle gripper shoe 3 of strengthening is provided with the 4th 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 invention, technical scheme and beneficial effect are further described; 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 modification of making, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (7)
1. an anti-skidding reinforcement resists a year anti-ponding scaffold floor, 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 described end face is strengthened shrouding and is provided with flanging bore.
2. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 1, is characterized in that, described scaffold floor main body is provided with dentation upper overturning hole.
3. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 2, is characterized in that, described scaffold floor main body side is provided with the first reinforcing rib, the second reinforcing rib.
4. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 3, is characterized in that, in described scaffold floor main body, is provided with anti-slip tank, is provided with anti-skidding adhesive tape in anti-slip tank.
5. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 4, is characterized in that, described scaffold floor main body top is provided with the 3rd reinforcing rib.
6. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 1, is characterized in that, described scaffold floor main body is provided with lower flanging bore.
7. the anti-year anti-ponding scaffold floor of anti-skidding reinforcement as claimed in claim 1, is characterized in that, the described middle gripper shoe of strengthening is provided with the 4th reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185581.0A CN103938850B (en) | 2014-05-05 | 2014-05-05 | The anti-load of anti-skidding reinforcement anti-ponding scaffold board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185581.0A CN103938850B (en) | 2014-05-05 | 2014-05-05 | The anti-load of anti-skidding reinforcement anti-ponding scaffold board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938850A true CN103938850A (en) | 2014-07-23 |
| CN103938850B CN103938850B (en) | 2016-08-24 |
Family
ID=51186701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410185581.0A Expired - Fee Related CN103938850B (en) | 2014-05-05 | 2014-05-05 | The anti-load of anti-skidding reinforcement anti-ponding scaffold board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103938850B (en) |
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 |
| CN203905448U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-sliding strengthened load-resistant ponding-prevention scaffold floor |
-
2014
- 2014-05-05 CN CN201410185581.0A patent/CN103938850B/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 |
| CN203905448U (en) * | 2014-05-05 | 2014-10-29 | 江苏博林机械制造有限公司 | Anti-sliding strengthened load-resistant ponding-prevention scaffold floor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103938850B (en) | 2016-08-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203905448U (en) | Anti-sliding strengthened load-resistant ponding-prevention scaffold floor | |
| CN203905452U (en) | Anti-sliding ponding-prevention scaffold floor with particularly-strengthened structure | |
| CN203905450U (en) | Specially load-resisting anti-slip water accumulation prevention scaffold board | |
| CN103938850A (en) | Anti-slipping, reinforcing, load resisting and ponding preventing scaffold floor | |
| CN203905449U (en) | Load-bearing anti-slip water-accumulation-prevention scaffold board | |
| CN103938848A (en) | Skid resistance and water accumulation resistance scaffold floor with specially-strengthened structure | |
| CN203905447U (en) | Structure-reinforcing antiskid scaffold board | |
| CN204922237U (en) | Many oil pipeline lay support | |
| CN203905451U (en) | Anti-slip scaffold board with specially reinforced structure | |
| CN207331725U (en) | A kind of offshore wind farm engineering steel pile foundation | |
| CN103938847B (en) | The anti-skidding anti-hydrops scaffold board of anti-load | |
| CN103938849A (en) | Particularly load resistant, skid resistant and water accumulation resistant foot plank | |
| CN103938851A (en) | Skid resistance scaffold floor with specially-strengthened structure | |
| CN103938846A (en) | Skid resistance scaffold floor with strengthened structure | |
| CN202672735U (en) | Construction site pump pipe-reinforcing auxiliary tool | |
| CN207597368U (en) | A kind of jack-up unit | |
| CN201914668U (en) | Elevator winnowing pan | |
| CN202848841U (en) | Steel structure transporting hanger | |
| CN205296234U (en) | Composite manhole cover | |
| CN203905446U (en) | Structurally-reinforced anti-slip ponding-resistant scaffold board | |
| CN203479445U (en) | Tension indicator used for steel structure | |
| CN201891637U (en) | Novel casting base for small submersible sewage pump | |
| CN203924534U (en) | Backplate for building guardrail | |
| CN206053509U (en) | A kind of steel tower Bian Po Baogangs | |
| CN207878511U (en) | A kind of electric power well lid of high security |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160824 |