CN103646624A - Automatic torque return wind load avoiding mechanism - Google Patents
Automatic torque return wind load avoiding mechanism Download PDFInfo
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- CN103646624A CN103646624A CN201310556385.5A CN201310556385A CN103646624A CN 103646624 A CN103646624 A CN 103646624A CN 201310556385 A CN201310556385 A CN 201310556385A CN 103646624 A CN103646624 A CN 103646624A
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Abstract
The invention relates to a windproof mechanism of an advertising board, in particular to an automatic torque return wind load avoiding mechanism. The automatic torque return wind load avoiding mechanism is composed of a main column, a steel ball, an auxiliary column, face boards, a steel structure framework, a torsion spring, a rotating shaft and a step. Three rectangular face boards are connected end to end to form a triangular prism, the vertically-arranged auxiliary column is located in the triangular prism, the lower end of the auxiliary column is the whole rotating shaft integrated with the auxiliary column, the lower end of the main column is fixed with the ground, a vertical blind hole is formed in the top face of the main column, and the lower end of the rotating shaft is located in the blind hole. When fierce wind blows the face boards, the mechanism can automatically rotate to enable the smallest windward face to face the wind blowing direction. Therefore, the wind force suffered by the advertising board is reduced to be minimum, and the advertising board is protected against fierce wind damage on the premise that the steel product using amount is not increased.
Description
Technical field
The present invention relates to a kind of Wind-proof mechanism of billboard, particularly relate to the automatic avoiding mechanism of a kind of moment of torsion return wind load.
Background technology
The existing billboard that is positioned at highway both sides is when meeting with blast, because the plate face area of billboard is very large, therefore, once wind direction is vertical with plate face, the wind area that billboard is huge makes it be difficult to it and bears huge wind-force, thereby collapses, distortion, deflection, distortion.This safety near pedestrian billboard, house and vehicle has caused very large threat, and Ye Gei advertiser brings larger maintenance, repair cost.
For fear of above-mentioned accident, occur, the producer of billboard only has increases the rolled steel dosage of the framework of the column of billboard and steel construction, and to increase its intensity, and this behave has increased substantially the cost of manufacture of billboard.Therefore, the rolled steel dosage of billboard and its wind loading rating become conflict.In prior art, also do not have effective method can solve above-mentioned contradiction.
Summary of the invention
The present invention, for solving the deficiencies in the prior art, provides a kind of wind area that can automatically reduce billboard when blowing hard, and prevents the automatic avoiding mechanism of moment of torsion return wind load that billboard is blown down by blast.
The scheme that solves the technology of the present invention problem is: the automatic avoiding mechanism of moment of torsion return wind load, consists of female column, steel ball, sub-column, panel, steel structure frame, torsion spring, turning axle and step.The panel of three rectangles connects into a triangular prism from beginning to end, and the horizontal projection of described triangular prism is an isosceles triangle.The drift angle of described isosceles triangle is not more than 30 °, and the sub-column vertically arranging is in described triangular prism, and the center of gravity of described isosceles triangle is positioned on the axial line of sub-column.Between the inwall of panel and sub-column, have steel structure frame, steel structure frame is welded as a whole with inwall and the sub-column of panel simultaneously.The lower end of sub-column is the turning axle as a whole with sub-column, and the diameter of turning axle is less than the diameter of sub-column.There is the step of an annular lower surface of turning axle.Lower end and the ground of female column are fixed, on the end face of female column, there is a vertical blind hole, the lower end of described turning axle also becomes with it clearance fit relationship in described blind hole, an annular space of the common formation of sidewall of described step and described blind hole, the identical steel ball of a plurality of diameters is in described annular space, and the diameter of described steel ball is greater than the height of described step.On the turning axle between the edge, blind hole top of the bottom sides edge at sub-column and female column, cover has torsion spring, and the upper end of torsion spring and the bottom sides of sub-column are along being welded as a whole, and the lower end of torsion spring and the blind hole of female column top are along being welded as a whole.
When the wind direction of blast is during over against the long one side of panel, the area that is distributed in the sub-column left and right sides due to this face is also unequal, therefore the wind-force that its left and right sides is subject to is also unequal, under the effect of the wind power difference power of the left and right sides being subject at panel, whole panel rotates around the axial line of sub-column jointly together with steel structure frame and sub-column, when rotation is consistent with wind direction to the drift angle of described isosceles triangle, panel stops the rotation.Because the panel at the place, base of described isosceles triangle has minimum wind area, therefore can be by the abatement of wind being subject to minimum.After blast stops, under the torsional interaction producing at torsion spring, panel rotates again to initial position.
Adopt such scheme, compared with prior art, the present invention has following marked improvement:
Because the panel of the present invention's billboard is set to the isosceles triangle that drift angle is not more than 30 °, and can rotate around its center of gravity, therefore can blow while hitting panel in blast, automatically rotate, and by minimum wind surface over against the direction of the wind comes from, the wind-force so just billboard being subject to is reduced to minimum, is not increasing under the prerequisite of rolled steel dosage, has guaranteed the destruction that billboard is not subject to blast.
Due to after the present invention is located at blast and finishes, can automatically make the panel of billboard be returned to original state, save billboard and blown the manual reset after deflection by blast, simplified the maintenance work of billboard.
Accompanying drawing explanation
Fig. 1 is planar structure schematic diagram of the present invention;
Fig. 2 is the A-A sectional view of Fig. 1.
In figure: 1. sub-column 4. panel 5. steel structure frame 6. torsion spring 7. turning axle 8. steps of female column 2. steel ball 3.
Embodiment
Below in conjunction with drawings and Examples, the invention will be further described.
The automatic avoiding mechanism of moment of torsion return wind load, consists of female column 1, steel ball 2, sub-column 3, panel 4, steel structure frame 5, torsion spring 6, turning axle 7 and step 8.Panel 4 head and the tail of three rectangles connect into a triangular prism, and the horizontal projection of described triangular prism is an isosceles triangle.The drift angle of described isosceles triangle is not more than 30 °, and the sub-column 3 vertically arranging is in described triangular prism, and the center of gravity of described isosceles triangle is positioned on the axial line of sub-column 3.Between the inwall of panel 4 and sub-column 3, have steel structure frame 5, steel structure frame 5 is welded as a whole with inwall and the sub-column 3 of panel 4 simultaneously.The lower end of sub-column 3 is turning axles 7 as a whole with sub-column 3, and the diameter of turning axle 7 is less than the diameter of sub-column 3.There is the step 8 of an annular lower surface of turning axle 7.Lower end and the ground of female column 1 are fixed, on the end face of female column 1, there is a vertical blind hole, the lower end of described turning axle 7 also becomes with it clearance fit relationship in described blind hole, described step 8 forms an annular space jointly with the sidewall of described blind hole, the identical steel ball 2 of a plurality of diameters is in described annular space, and the diameter of described steel ball 2 is greater than the height of described step 8.On the turning axle 7 between the edge, blind hole top of the bottom sides edge at sub-column 3 and female column 1, cover has torsion spring 6, and the bottom sides of the upper end of torsion spring 6 and sub-column 3 is along being welded as a whole, and the blind hole of the lower end of torsion spring 6 and female column 1 top is along being welded as a whole.
When the wind direction of blast is during over against the long one side of panel 4, the area that is distributed in sub-column 3 left and right sides due to this face is also unequal, therefore the wind-force that its left and right sides is subject to is also unequal, under the effect of the wind power difference power of the left and right sides being subject at panel 4, whole panel 4 rotates around the axial line of sub-column 3 jointly together with steel structure frame 5 and sub-column 3, when rotation is consistent with wind direction to the drift angle of described isosceles triangle, panel 4 stops the rotation.Because the panel 4 at the place, base of described isosceles triangle has minimum wind area, therefore can be by the abatement of wind being subject to minimum.After blast stops, under the torsional interaction producing at torsion spring 6, panel 4 rotates again to initial position.
Claims (1)
1. the automatic avoiding mechanism of moment of torsion return wind load, by female column, steel ball, sub-column, panel, steel structure frame, torsion spring, turning axle and step form, it is characterized in that: the panel of three rectangles connects into a triangular prism from beginning to end, the horizontal projection of described triangular prism is an isosceles triangle, the drift angle of described isosceles triangle is not more than 30 °, the sub-column vertically arranging is in described triangular prism, the center of gravity of described isosceles triangle is positioned on the axial line of sub-column, between the inwall of panel and sub-column, there is steel structure frame, steel structure frame is welded as a whole with inwall and the sub-column of panel simultaneously, the lower end of sub-column is the turning axle as a whole with sub-column, the diameter of turning axle is less than the diameter of sub-column, there is the step of an annular lower surface of turning axle, lower end and the ground of female column are fixed, on the end face of female column, there is a vertical blind hole, the lower end of described turning axle also becomes with it clearance fit relationship in described blind hole, an annular space of the common formation of sidewall of described step and described blind hole, the identical steel ball of a plurality of diameters is in described annular space, the diameter of described steel ball is greater than the height of described step, on the turning axle between the edge, blind hole top of the bottom sides edge at sub-column and female column, cover has torsion spring, the upper end of torsion spring and the bottom sides of sub-column are along being welded as a whole, the lower end of torsion spring and the blind hole of female column top are along being welded as a whole, when the wind direction of blast is during over against the long one side of panel, the area that is distributed in the sub-column left and right sides due to this face is also unequal, therefore the wind-force that its left and right sides is subject to is also unequal, under the effect of the wind power difference power of the left and right sides being subject at panel, whole panel rotates around the axial line of sub-column jointly together with steel structure frame and sub-column, when rotation is consistent with wind direction to the drift angle of described isosceles triangle, panel stops the rotation, because the panel at the place, base of described isosceles triangle has minimum wind area, therefore can be by the abatement of wind being subject to minimum, after blast stops, under the torsional interaction producing at torsion spring, panel rotates again to initial position.
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CN201310556385.5A CN103646624B (en) | 2013-11-11 | 2013-11-11 | The automatic avoiding mechanism of moment of torsion return wind load |
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CN201310556385.5A CN103646624B (en) | 2013-11-11 | 2013-11-11 | The automatic avoiding mechanism of moment of torsion return wind load |
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CN103646624A true CN103646624A (en) | 2014-03-19 |
CN103646624B CN103646624B (en) | 2016-06-22 |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104058242A (en) * | 2014-06-19 | 2014-09-24 | 天津市日津科技有限公司 | Road merging mechanism |
CN108230898A (en) * | 2018-01-20 | 2018-06-29 | 周佳磊 | A kind of windproof advertising board |
CN108230892A (en) * | 2018-01-20 | 2018-06-29 | 周佳磊 | A kind of supporting rod for windproof advertising board |
CN109147615A (en) * | 2018-10-31 | 2019-01-04 | 郑州职业技术学院 | A kind of advertising display bracket |
CN111053407A (en) * | 2020-01-14 | 2020-04-24 | 唐山师范学院 | Show shelf is used in art design exhibition |
CN111887620A (en) * | 2020-07-09 | 2020-11-06 | 徐州工业职业技术学院 | Art design workstation |
CN112614423A (en) * | 2020-12-21 | 2021-04-06 | 中国建筑第八工程局有限公司 | Windproof fixing device for warning board |
CN112641289A (en) * | 2020-12-22 | 2021-04-13 | 上海特坚信息技术有限公司 | Intelligent manufacturing animation display rack based on automatic wind power lifting gravity center |
CN113463536A (en) * | 2021-07-23 | 2021-10-01 | 刘珠峰 | Warning device for municipal construction |
CN114027228A (en) * | 2021-12-21 | 2022-02-11 | 重庆牛蜂子养蜂有限公司 | Beehive intelligent support for bee breeding |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2760701Y (en) * | 2004-10-21 | 2006-02-22 | 丁志刚 | Roadside windproof billboard |
CN201340711Y (en) * | 2008-12-05 | 2009-11-04 | 陈赜 | Advertising board |
CN101587664A (en) * | 2008-05-21 | 2009-11-25 | 陈烁 | Wind damage preventing advertising frame |
CN101615365A (en) * | 2008-06-26 | 2009-12-30 | 上海理工大学 | Windshielding anti-fall device for billboard |
-
2013
- 2013-11-11 CN CN201310556385.5A patent/CN103646624B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2760701Y (en) * | 2004-10-21 | 2006-02-22 | 丁志刚 | Roadside windproof billboard |
CN101587664A (en) * | 2008-05-21 | 2009-11-25 | 陈烁 | Wind damage preventing advertising frame |
CN101615365A (en) * | 2008-06-26 | 2009-12-30 | 上海理工大学 | Windshielding anti-fall device for billboard |
CN201340711Y (en) * | 2008-12-05 | 2009-11-04 | 陈赜 | Advertising board |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104058242B (en) * | 2014-06-19 | 2016-06-29 | 天津市日津科技有限公司 | And road mechanism |
CN104058242A (en) * | 2014-06-19 | 2014-09-24 | 天津市日津科技有限公司 | Road merging mechanism |
CN108230892B (en) * | 2018-01-20 | 2021-09-28 | 肇庆鼎艺广告制作有限公司 | Supporting rod for windproof billboard |
CN108230898A (en) * | 2018-01-20 | 2018-06-29 | 周佳磊 | A kind of windproof advertising board |
CN108230892A (en) * | 2018-01-20 | 2018-06-29 | 周佳磊 | A kind of supporting rod for windproof advertising board |
CN108230898B (en) * | 2018-01-20 | 2019-12-03 | 李君毅 | A kind of windproof advertising board |
CN109147615A (en) * | 2018-10-31 | 2019-01-04 | 郑州职业技术学院 | A kind of advertising display bracket |
CN111053407A (en) * | 2020-01-14 | 2020-04-24 | 唐山师范学院 | Show shelf is used in art design exhibition |
CN111887620A (en) * | 2020-07-09 | 2020-11-06 | 徐州工业职业技术学院 | Art design workstation |
CN112614423A (en) * | 2020-12-21 | 2021-04-06 | 中国建筑第八工程局有限公司 | Windproof fixing device for warning board |
CN112614423B (en) * | 2020-12-21 | 2023-10-13 | 中国建筑第八工程局有限公司 | Windproof fixing device for warning sign |
CN112641289A (en) * | 2020-12-22 | 2021-04-13 | 上海特坚信息技术有限公司 | Intelligent manufacturing animation display rack based on automatic wind power lifting gravity center |
CN113463536A (en) * | 2021-07-23 | 2021-10-01 | 刘珠峰 | Warning device for municipal construction |
CN114027228A (en) * | 2021-12-21 | 2022-02-11 | 重庆牛蜂子养蜂有限公司 | Beehive intelligent support for bee breeding |
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Effective date of registration: 20170531 Address after: Yu Dong people of South Haimen 226100 Jiangsu city of Nantong province No. 165 Patentee after: Haimen he d Intellectual Property Service Co. Ltd. Address before: 315192 Zhejiang City, Yinzhou District, the old Temple Temple Street, Changfeng old market to the south of the room eleventh 2-11 Patentee before: Ningbo Yinzhou Yunfan Engineering Consulting Co., Ltd. |