CN2307070Y - Light-weight steel scaffold board and its special-purpose fastening - Google Patents
Light-weight steel scaffold board and its special-purpose fastening Download PDFInfo
- Publication number
- CN2307070Y CN2307070Y CN 97216148 CN97216148U CN2307070Y CN 2307070 Y CN2307070 Y CN 2307070Y CN 97216148 CN97216148 CN 97216148 CN 97216148 U CN97216148 U CN 97216148U CN 2307070 Y CN2307070 Y CN 2307070Y
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- Prior art keywords
- scaffold
- scaffold floor
- shaped
- deep trouth
- stull
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Abstract
The utility model relates to a light-weight steel scaffold board and a special fastener thereof. The light-weight steel scaffold board is connected with a scaffold by the special fastener for construction works. The lower part of the scaffold board is provided with a cross bar (1), the middle part of a cross section is provided with a deep slot (2), both sides of the deep slot (2) are provided with a triangular wire slot (3), and both ends of the lower part of the triangular wire slot (3) are provided with a U-shaped component (4). When the strength and the rigidity are the same, the weight of the utility model is one third lighter than that of the existing steel scaffold board, and the thickness of the utility model is only 1 to 1.5mm. The special fastener is formed by the way that a pressing board with a hook-shaped pressing head is added on the existing fastener which is composed of a clamping seat and a clamping cover. The special fastener is arranged below the scaffold board and is connected with the scaffold, and the requirement to the spacing of upright bars of the scaffold does not exist.
Description
The application relates to the building operations equipment, particularly Steel scaffold board and fastener.
In the building operations at present, generally adopt its section to be roughly the Steel scaffold board of flute profile.Because section structure is unreasonable, the cross section square is little, and strength and stiffness are poor, and load capacity is little.In order to satisfy the construction needs, steel plate needs the thick 2.75~3mm that reaches, thereby steel using amount is many, and weight is big, and mounting or dismounting labour intensity is big, uses inconvenient.
One of purpose of the application is exactly to provide for overcoming above-mentioned shortcoming that a kind of cross section square is big, the higher lightweight section scaffold floor of strength and stiffness.It can significantly alleviate the weight of scaffold floor guaranteeing have under the prerequisite of sufficient intensity and rigidity; Two of purpose provides the fastener that is used with this lightweight section scaffold floor, and it can be connected scaffold floor with the transverse tube of scaffold is convenient under scaffold floor securely.
For one of achieving the above object, the section of lightweight section scaffold floor is band stull " mountain " font, there is a deep trouth at the section middle part, there is a triangle shallow slot at this deep trouth to the middle part of a left side (right side) end, the bottom of a left side (right side) end is a U-shaped, and stull is arranged at the bottom of scaffold floor, its two ends respectively with the welding of the bending part of U-shaped, weld with the bottom of deep trouth at the middle part, and this scaffold floor is connected with the transverse tube of scaffold by dedicated fastener.
Be further to increase cross section square and side degree, said deep trouth bottom is circle or near round shape preferably; Also can be other shape, but processing and forming be difficult.
Light-duty firm scaffold floor is compared with existing Steel scaffold board, is satisfying under construction required same load, intensity and the rigidity, and the former steel plate thickness only is 1~1.5mm, and scaffold floor weight can alleviate 1/3rd.
For achieve the above object two, said dedicated fastener is to increase a pressing plate on the fastener basis of being made up of deck, Ka Gai of generally adopting at present, this pressing plate and deck are rigidly connected, pressing plate has a flanging hook-type pressure head partly that can block said U-shaped.
Use this dedicated fastener, can below the transverse tube of scaffold floor and scaffold be tightened together at scaffold floor easily, to the vertical pole ' s span no requirement (NR) of scaffold, greatly convenient construction helps improving site operation efficient.
Further specify the application's content below in conjunction with drawings and Examples.
Fig. 1 is the overall schematic of lightweight section scaffold floor;
Fig. 2 is the sectional schematic diagram of lightweight section scaffold floor;
Fig. 3 is the scaffold floor sectional schematic diagram of deep trouth bottom sub-circular;
Fig. 4 is the dedicated fastener overall schematic;
Fig. 5 is the pressing plate sectional schematic diagram of dedicated fastener;
Fig. 6 is the schematic diagram of dedicated fastener connecting pin palm and scaffold.
Embodiment 1 (Fig. 2,3): lightweight section scaffold floor, its section is band stull 1 " mountain " font, there is a deep trouth 2 at the middle part, there is a triangle shallow slot 3 at this deep trouth to the middle part of a left side (right side) end, the bottom of a left side (right side) end is a U-shaped 4, stull 1 is arranged at the bottom of scaffold floor, its two ends respectively with bending part 11 welding of U-shaped 4, weld the bottom of middle part and deep trouth 2.
This scaffold floor adopts the thick steel sheet clod wash one-shot forming of 1~1.5mm.Be increase frictional force, but dense punching (Fig. 1) on the plate face, and a scaffold floor can have many stulls 1, the about 400mm of its spacing
Embodiment 2 (Fig. 3): the bottom sub-circular 5 of the deep trouth 2 on the section of this lightweight section scaffold floor, all the other are with embodiment 1.
Embodiment 3: the section structure of lightweight section scaffold floor is with embodiment 1 or embodiment 2, and the plate face is of a size of: thick 1~1.5mm, and wide 250mm, long 3000mm, high 50~57mm, the flanging 11 high 6~7mm of U-shaped part, the stull 1 of scaffold floor has 6.
Embodiment 4 (Fig. 4,5): the deck 7 that the useful pivot pin of dedicated fastener connects covers 8 with card, can turn round opening and closing.A pressing plate 9 and deck 7 rivetings are arranged in addition together.Pressing plate 9 has a hook-type pressure head 10 that can block U-shaped bending part 11 (Fig. 6).
Embodiment 5 (Fig. 4,6): the using method of dedicated fastener is below deck 7 to be stuck on the transverse tube 6 of scaffold at the lightweight section scaffold floor, pressing plate 9 is pressed in the U-lag of scaffold floor bottom and blocks flanging 11, to block again and cover 8 and close with deck 7, fastening with screw, the steel pipe 6 of lightweight section scaffold floor and scaffold just links together securely.
Claims (4)
1, lightweight section scaffold floor, belong to the building operations equipment, it is characterized in that stull (1) is arranged at the bottom of this scaffold floor, the section of scaffold floor is band stull (1) " mountain " font, there is a deep trouth (2) at its middle part, and there is a triangle shallow slot (3) at this deep trouth to the middle part of a left side (right side) end; The bottom of a left side (right side) end is a U-shaped (4), the two ends of stull (1) respectively with the welding of the bending part (11) of U-shaped (4), weld the bottom of middle part and deep trouth (2).
2, according to the said scaffold floor of claim 1, the bottom that it is characterized in that deep trouth (2) is a circle or near round shape (5).
3, according to claim 1 or 2 said scaffold floors, it is characterized in that thickness of slab 1~1.5mm, the wide 250mm of plate, the long 3000mm of plate, plate hight 50~57mm, the height of the flanging 11 of U-shaped part is 6~7mm, stull (1) has 6, the about 400mm of spacing.
4, a kind of dedicated fastener that is used to connect said lightweight section scaffold floor of claim 1 and scaffold transverse tube, comprise deck (7) He Kagai (8) that connects with pivot pin, it is characterized in that a pressing plate (9) and deck (7) are rigidly connected, pressing plate (9) has a hook-type pressure head (10) that can block the bending part (11) of U-shaped.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97216148 CN2307070Y (en) | 1997-05-27 | 1997-05-27 | Light-weight steel scaffold board and its special-purpose fastening |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97216148 CN2307070Y (en) | 1997-05-27 | 1997-05-27 | Light-weight steel scaffold board and its special-purpose fastening |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2307070Y true CN2307070Y (en) | 1999-02-10 |
Family
ID=33933118
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 97216148 Expired - Fee Related CN2307070Y (en) | 1997-05-27 | 1997-05-27 | Light-weight steel scaffold board and its special-purpose fastening |
Country Status (1)
Country | Link |
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CN (1) | CN2307070Y (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101769069B (en) * | 2010-01-14 | 2011-08-24 | 陕西建工集团第五建筑工程有限公司 | Scaffold steel frame plate with interlocking device of |
CN104481132A (en) * | 2014-12-12 | 2015-04-01 | 柳州铁道职业技术学院 | Novel composite material scaffold board |
CN105672646A (en) * | 2016-02-26 | 2016-06-15 | 中国一冶集团有限公司 | Installing method of steel bar welded wire mesh springboard |
AU2017213549B2 (en) * | 2011-08-17 | 2019-08-08 | Smith, Korrey W. | Modular scaffold securing system |
-
1997
- 1997-05-27 CN CN 97216148 patent/CN2307070Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101769069B (en) * | 2010-01-14 | 2011-08-24 | 陕西建工集团第五建筑工程有限公司 | Scaffold steel frame plate with interlocking device of |
AU2017213549B2 (en) * | 2011-08-17 | 2019-08-08 | Smith, Korrey W. | Modular scaffold securing system |
CN104481132A (en) * | 2014-12-12 | 2015-04-01 | 柳州铁道职业技术学院 | Novel composite material scaffold board |
CN104481132B (en) * | 2014-12-12 | 2017-02-22 | 柳州铁道职业技术学院 | Composite material scaffold board |
CN105672646A (en) * | 2016-02-26 | 2016-06-15 | 中国一冶集团有限公司 | Installing method of steel bar welded wire mesh springboard |
CN105672646B (en) * | 2016-02-26 | 2018-01-19 | 中国一冶集团有限公司 | Welded steel fabric springboard installation method |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |