CN203905451U - Anti-slip scaffold board with specially reinforced structure - Google Patents

Anti-slip scaffold board with specially reinforced structure Download PDF

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Publication number
CN203905451U
CN203905451U CN201420225231.8U CN201420225231U CN203905451U CN 203905451 U CN203905451 U CN 203905451U CN 201420225231 U CN201420225231 U CN 201420225231U CN 203905451 U CN203905451 U CN 203905451U
Authority
CN
China
Prior art keywords
scaffold floor
main body
strengthened
scaffold board
gripper shoe
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.)
Withdrawn - After Issue
Application number
CN201420225231.8U
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Chinese (zh)
Inventor
陈建红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU BOLIN MACHINERY MANUFACTURING Co Ltd
Original Assignee
JIANGSU BOLIN MACHINERY MANUFACTURING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by JIANGSU BOLIN MACHINERY MANUFACTURING Co Ltd filed Critical JIANGSU BOLIN MACHINERY MANUFACTURING Co Ltd
Priority to CN201420225231.8U priority Critical patent/CN203905451U/en
Application granted granted Critical
Publication of CN203905451U publication Critical patent/CN203905451U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

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Abstract

The utility model discloses an anti-slip scaffold board with a specially reinforced structure. The scaffold board comprises a scaffold board main body, end surface reinforcing seal plates, first middle reinforcing support plates, a second middle reinforcing support plate and anti-slip rubber strips, wherein the end surface reinforcing seal plates are located at the end openings of the scaffold board main body; both the first middle reinforcing support plates and the second middle reinforcing support plate are located on the scaffold board main body; the anti-slip rubber strips are arranged at the lower end of the scaffold board main body; the first middle reinforcing support plates are provided with third reinforcing ribs; the second middle reinforcing support plate is provided with fourth reinforcing ribs. The scaffold board provided by the utility model has favorable rigidity, achieves an excellent anti-slip effect, is simple in structure and has a low probability of bending breakage.

Description

A kind of structure is strengthened non-slip feet palm especially
Technical field
The utility model relates to a kind of scaffold floor, particularly relates to a kind of structure and strengthens 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 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 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 utility model 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 utility model 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 because of distortion or after reusing, cracking 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, increased 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, avoided 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.
Accompanying drawing explanation
Fig. 1 is the structural representation that a kind of structure of the utility model is strengthened non-slip feet palm especially.
Fig. 2 is the structural representation figure that a kind of structure of the utility model is strengthened non-slip feet palm part especially.
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 first middle structural representation of strengthening support bar in the utility model.
Fig. 6 is the second middle structural representation of strengthening support bar in the utility model
Fig. 7 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 7, a kind of structure of the utility model 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 promoted 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, guaranteeing, 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 the landing of avoiding carrier, and the design of upper and lower flanging bore, can guarantee 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 have been 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 integral body, 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, when guaranteeing to increase end face shrouding intensity, has reached again the object of scaffold floor lighting design.
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 (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. a kind of 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. a kind of 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. a kind of 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. a kind of 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.
CN201420225231.8U 2014-05-05 2014-05-05 Anti-slip scaffold board with specially reinforced structure Withdrawn - After Issue CN203905451U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420225231.8U CN203905451U (en) 2014-05-05 2014-05-05 Anti-slip scaffold board with specially reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420225231.8U CN203905451U (en) 2014-05-05 2014-05-05 Anti-slip scaffold board with specially reinforced structure

Publications (1)

Publication Number Publication Date
CN203905451U true CN203905451U (en) 2014-10-29

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ID=51779739

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420225231.8U Withdrawn - After Issue CN203905451U (en) 2014-05-05 2014-05-05 Anti-slip scaffold board with specially reinforced structure

Country Status (1)

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CN (1) CN203905451U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938851A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with specially-strengthened structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938851A (en) * 2014-05-05 2014-07-23 江苏博林机械制造有限公司 Skid resistance scaffold floor with specially-strengthened structure

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C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20141029

Effective date of abandoning: 20161207

AV01 Patent right actively abandoned

Granted publication date: 20141029

Effective date of abandoning: 20161207

AV01 Patent right actively abandoned
AV01 Patent right actively abandoned