CN104195939A - Rotation mechanism of wind-resistant spherical support - Google Patents
Rotation mechanism of wind-resistant spherical support Download PDFInfo
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- CN104195939A CN104195939A CN201410477902.4A CN201410477902A CN104195939A CN 104195939 A CN104195939 A CN 104195939A CN 201410477902 A CN201410477902 A CN 201410477902A CN 104195939 A CN104195939 A CN 104195939A
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Abstract
The invention relates to a rotation mechanism of a wind-resistant spherical support. The rotation mechanism is provided with a fourth seat plate (7), a third seat plate (6) and a fifth seat plate (15); a disk-shaped stainless plate (9) on an arc-shaped spherical surface of the third seat plate (6) in a middle groove of the fourth seat plate (7) and a disk-shaped slide plate (10) on the bottom surface of the middle groove of the fourth seat plate (7) form a pair of spherical friction pairs; a spherical stainless plate (13) on the arc-shaped spherical surface of the fourth seat plate (7) and a spherical slide plate (14) on a segment surface of the fifth seat plate (15) form another pair of spherical friction pairs; the fourth seat plate (7), the third seat plate (6) and the fifth seat plate (15) are connected through connectors, so that bearing surfaces of the two pairs of the spherical friction pairs are always kept contacting tightly, a bearing function of the support in a transverse bridge direction is realized, and load transmitting is stable and uniform. After assembly, the arc-shaped spherical surfaces of the fifth seat plate (15), the fourth seat plate (7) and the third seat plate (6) are concentric, so that the fourth seat plate (7) can rotate freely in all directions.
Description
Technical field
The invention belongs to bridge construction technical field, is a kind of bearing product that can be used for bridge, is specifically related to a kind of rotating mechanism of wind-resistant spherical support.
Background technology
Along with Chinese national economy development need, the cable stayed bridge of large quantities of large spans, large bearing capacity and suspension bridge in succession start design and build in recent years.Between the side of the tower body inner side of these cable stayed bridges and suspension bridge and beam body outer lateral side, vertically place installation wind-resistant support, bearing respectively with tower body and the anchor connection of beam body.Wind-resistant support can limit the large distance of the beam body direction across bridge being caused by wind-force or seismic forces and swing, and bears the transverse horizontal power that beam body transmits, and can meet the direction across bridge displacement of beam body, vertical bridge simultaneously to displacement and perpendicular bridge to displacement, and respectively to the demand of corner.
At present, the wind-resistant support of applying on bridge engineering is mainly divided into wind resistance steel support and basin type rubber wind-resistant support two classes.Wind resistance steel support and common multidirectional movable ball-type seat structure are similar.This type of wind-resistant support when preventing that bearing from vertically placing in seat board skid off and come off, middle base plate structure need be designed to approach hemispherical, while making the protruding sphere of middle seat board put into the segment of a side seat board, middle seat board mass cg is positioned at segment inside, and adopt spring from wind-resistant support outside by seat board and the seat board tension that has segment.So, this structure makes the huge heaviness of the wind-resistant support bodily form, manufactures and comparatively difficulty of installation process; In addition, be subject to pulling force, rigidity and the size restrictions of existing specification spring, above-mentioned wind-resistant support can only meet the requirement that direction across bridge bearing capacity is less than 10000kN, and more the wind-resistant support of large bearing capacity can not be realized.The flat frictional pair of seat board plane one side and bearing opposite side seat board plane composition in bearing, in the time not being subject to direction across bridge load in contactless state, there is certain interval centre, and the nonmetal slide plate being embedded in middle seat board plane one side may be deviate to drop, and causes flat frictional pair to lose efficacy; Meanwhile, have gap between flat frictional pair, in the time that beam body direction across bridge swings, friction pair two contact surfaces easily produce shock, cause the nonmetal slide plate of friction pair to damage.Basin type rubber wind-resistant support is inlaid with rubber tile in pelvic cavity inside, is realized and is born horizontal reacting force and bearing rotating function by rubber tile compressive strain; The easy ageing hardening of elastomeric material, even ultimate failure, makes bearing lose carrying and rotating function, can not ensure the safe handling of bearing and bridge; Be subject to Big Diameter Rubber plate to manufacture the restriction of difficult forming, basin type rubber wind-resistant support cannot design large bearing capacity bearing; Be subject to the restriction of rubber tile compression deformation ability, bearing angle of rotation is less, cannot realize the designing requirement of large corner.
Summary of the invention
The object of the invention is to propose a kind of rotating mechanism of wind resistance spherical bearing.
The present invention is by the following technical solutions:
A rotating mechanism for wind resistance spherical bearing, described rotating mechanism has seat board IV (7), seat board III (6) and seat board V (15), described seat board IV (7) is that a side is arc sphere, the cylindricality steel plate that opposite side is plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface be arc sphere and with the arc sphere of seat board IV (7) one sides for concentric, described seat board III (6) is that a side is the cylindricality steel plate that arc sphere, opposite side are plane, described seat board III (6) is positioned at the intermediate channel of seat board IV (7), and the lower arcuate surface kiss association of described seat board III (6) arc sphere one side and seat board IV (7) intermediate channel closes, dish-shaped corrosion resistant plate (9) on described seat board III (6) arc sphere forms a pair of sphere friction pair with the dish-shaped slide plate (10) of seat board IV (7) intermediate channel bottom surface, described seat board V (15) is the cylindricality steel part that a side has arc segment, the arc sphere kiss association of described seat board V (15) spherical interior surface one side and seat board IV (7) closes, and the sphere corrosion resistant plate (13) on described seat board IV (7) arc sphere forms another to sphere friction pair with the sphere slide plate (14) on seat board V (15) spherical interior surface, the rotating mechanism of described seat board IV (7), seat board III (6) and seat board V (15) composition bearing, described sphere corrosion resistant plate (13) is realized the direction across bridge carrying of bearing and the function of rotating with sphere slide plate (14), dish-shaped corrosion resistant plate (9) with two pairs of sphere friction pairs of dish-shaped slide plate (10) composition, described seat board IV (7), seat board III (6) and seat board V (15) middle part all have through hole, and by connector by described seat board V (15), seat board IV (7) is connected with seat board III (6), dish-shaped slide plate (10) by the dish-shaped corrosion resistant plate (9) of seat board III (6) with seat board IV (7), between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), compress, realizing two pairs of sphere friction pair pressure-bearing surfaces contacts closely and the direction across bridge bearing function of bearing all the time, ensure that load transmission is steadily even, complete after assembling, all arc spheres that seat board V (15), seat board IV (7) and the seat board III (6) of described bearing have are concentric spherical, and seat board IV (7) can freely be rotated to all directions.
Described seat board III (6) is connected with seat board II (4) by spring (5); Plane one side of seat board II (4) and seat board IV (7) is corresponding arrange and described seat board II (4) and described seat board IV (7) between there is gap, make seat board II (4) and seat board IV (7) there is the space of certain relative motion, in the time being subject to direction across bridge load, seat board II (4) and seat board IV (7) can, along cross-bridges direction generation relative motion, realize the function of the direction across bridge displacement of bearing.Spring (5) is arranged between seat board III (6), seat board II (4) and embeds seat board II (4) and seat board III (6).
Owing to having adopted technique scheme, the present invention has following beneficial effect:
1) in the middle of seat board III (6), seat board IV (7), seat board V (15), all have through hole, and by connecting bolt (11), three parts are connected, connecting bolt (11) is connected with attaching nut (12) three parts is compressed, and does not occur to separate to come off between seat board III (6), seat board IV (7), seat board V (15).
2) in the middle of seat board III (6), seat board IV (7), seat board V (15), all have through hole, and by connecting bolt (11), three parts are connected, connecting bolt (11) is connected with attaching nut (12) three parts is compressed, two pairs of sphere friction pair pressure-bearing surfaces realizing seat board III (6), seat board IV (7), seat board V (15) composition contact closely all the time, realize the direction across bridge bearing function of bearing, ensure that load transmission is steadily even.
3) all spheres that have due to seat board III (6), seat board IV (7), seat board V (15), after assembling, be positioned on homocentric sphere, connecting bolt (11) is connected with attaching nut (12) three parts is compressed, between seat board III (6) and seat board V (15), relative position remains unchanged, seat board IV (7) can be between seat board III (6) and seat board V (15) free smooth rotation.Realize bearing respectively to angle turning function, ensure part compatible deformation together with beam body that bearing and beam body connect.
Brief description of the drawings
Fig. 1 is the wind-resistant support schematic diagram with rotating mechanism of the present invention.
In figure, 1, seat board I, 2, plane stainless steel plate, 3, plane slide plate, 4, seat board II, 5, spring, 6, seat board III, 7, seat board IV, 8, anticreep bolt, 9, dish-shaped corrosion resistant plate, 10, dish-shaped slide plate, 11, connecting bolt, 12, attaching nut, 13, sphere corrosion resistant plate, 14, sphere slide plate, 15, seat board V.
Detailed description of the invention
With the embodiment providing, the present invention is illustrated by reference to the accompanying drawings.
As shown in Figure 1, a kind of rotating mechanism of wind-resistant support, described rotating mechanism has seat board III (6), seat board IV (7) and seat board V (15), described seat board IV (7) is that a side is arc sphere, the cylindricality steel plate that opposite side is plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface be arc sphere and with the arc sphere of seat board IV (7) one sides for concentric, described seat board III (6) is that a side is the cylindricality steel plate that arc sphere, opposite side are plane, described seat board III (6) is positioned at seat board IV (7) intermediate channel, and the bottom surface kiss association of described seat board III (6) arc sphere one side and seat board IV (7) intermediate channel closes, seat board III (6) sphere one side is welded dish-shaped corrosion resistant plate (9), and dish-shaped slide plate (10) is embedded on the central deep trouth of seat board IV (7) bottom surface, dish-shaped corrosion resistant plate (9) in described seat board III (6) arc sphere one side forms a pair of sphere friction pair with the dish-shaped slide plate (10) of seat board IV (7) intermediate channel bottom surface, described seat board V (15) is the cylindricality steel part that a side has arc segment, and described seat board IV (7) arc sphere one side and seat board V (15) spherical interior surface one side kiss association close, seat board IV (7) sphere one side welding sphere corrosion resistant plate (13), sphere slide plate (14) is embedded in seat board V (15) segment one side, sphere corrosion resistant plate (13) on described seat board IV (7) arc sphere forms another to sphere friction pair with the sphere slide plate (14) on seat board V (15) spherical interior surface, the rotating mechanism of seat board III (6), seat board IV (7) and seat board V (15) the composition bearing of described bearing, described sphere corrosion resistant plate (13) is realized the direction across bridge carrying of bearing and the function of rotating with sphere slide plate (14), dish-shaped corrosion resistant plate (9) with two pairs of sphere friction pairs of dish-shaped slide plate (10) composition, described seat board III (6), seat board IV (7), seat board V (15) middle part all has through hole, and by connecting bolt (11), attaching nut (12) is by described seat board V (15), seat board IV (7) is connected with seat board III (6), dish-shaped slide plate (10) by the dish-shaped corrosion resistant plate (9) of seat board III (6) with seat board IV (7), between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), compress, realizing two pairs of sphere friction pair pressure-bearing surfaces contacts closely all the time, realize the direction across bridge carrying of bearing, ensure that load transmission is steadily even, complete after assembling, seat board V (15), seat board IV (7) and all arc spheres of seat board III (6) of described bearing are concentric spherical, make between seat board IV (7) and the sphere of seat board V (15), can freely rotate to all directions between seat board III (6) and the sphere of seat board IV (7).
Dish slide plate (10) and sphere slide plate (14) can adopt whole plate, also can adopt several fanning strips or multi-disc cylindrical plate composition, but slide plate shape are not limited to above form.
Between described seat board IV (7) and seat board V (15), be provided with hermetically-sealed construction.
When rotating mechanism of the present invention is used for wind-resistant support, plane one side of seat board IV (7) can arrange between seat board II (4) and described seat board II (4) and described seat board IV (7) has gap, make seat board II (4) and seat board IV (7) there is the space of certain relative motion, in the time being subject to direction across bridge load, seat board II (4) and seat board IV (7) can, along cross-bridges direction generation relative motion, realize the function of the direction across bridge displacement of bearing.Between described seat board II (4) and described seat board III (6), spring (5) is set; The spring (5) of described bearing embeds in seat board II (4) and seat board III (6), and spring (5) provides bounce to promote seat board II (4) and is adjacent to seat board I (1).The opposite side of described seat board II (4) has the seat board I (1) with its formation flat frictional pair, and seat board I (1) combines by welding with plane stainless steel plate (2); Plane slide plate (3) is embedded in seat board II (4) one sides; The plane slide plate (3) of described seat board II (4) and the plane stainless steel plate (2) of described seat board I (1) form flat frictional pair, and the direction across bridge load that realizes bearing is transmitted, the function of vertical bridge to displacement and perpendicular bridge to displacement; Spring (5) counter-force being arranged between described seat board II (4) and described seat board III (6) promotes seat board II (4), plane slide plate (3) and plane stainless steel (2) are compressed, ensure that flat frictional pair pressure-bearing surface contacts closely all the time, while avoiding plane to come to nothing stand under load, produce and clash into, cause the damage of friction pair; Complete after assembling, seat board V (15), seat board IV (7) and all arc spheres of seat board III (6) of described bearing are concentric spherical, make between seat board IV (7) and the sphere of seat board V (15), can freely rotate to all directions between seat board III (6) and the sphere of seat board IV (7).When use, described seat board I (1) is fixedly linked with bridge beam body, and seat board V (15) is fixedly linked with tower body.Described seat board II (4) surrounding is reserved screwed hole, described seat board IV (7) surrounding is reserved through hole, between described seat board II (4) and seat board IV (7), be provided with anticreep bolt (8), and described anticreep bolt (8) is threaded with the screwed hole of seat board II (4) through the through hole of described seat board IV (7); Between described seat board IV (7) and seat board II (4), have certain interval, can there is relative motion with seat board II (4) in seat board IV (7) in interstice coverage.In the time that seat board IV (7) arrives design gaps value with seat board II (4) distance, it is upper that the nut of anticreep bolt (8) is stuck in seat board IV (7), prevents that seat board II (4) from separating and coming off with seat board IV (7).Anticreep bolt (8) is connected seat board II (4) with seat board IV (7), ensure that two parts, in generation direction across bridge motion process, disengaging do not occur to separate.In through hole in seat board II (4) and seat board IV (7)) bolt hole can be positioned on the otic placode outside of seat board II (4) and seat board IV (7) stretching out, also can be positioned at the inner side of seat board II (4) and seat board IV (7), but link position and mode are not limited to above form.
Between described seat board I (1) and seat board II (4), be provided with hermetically-sealed construction.
Spring (5) can adopt the various forms such as metal spring, nonmetal spring, metal and nonmetal complex spring, dish spring, but is not limited to above form.
Plane slide plate (3) can adopt whole plate, also can adopt several fanning strips or multi-disc cylindrical plate composition, but slide plate shape is not limited to above form.
When use, described seat board I (1) is fixedly linked with bridge beam body, and seat board V (15) is fixedly linked with tower body.
Claims (5)
1. a rotating mechanism for wind-resistant support, is characterized in that: described rotating mechanism has seat board IV (7), seat board III (6) and seat board V (15), described seat board IV (7) is that a side is arc sphere, the cylindricality steel plate that opposite side is plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface be arc sphere and with the arc sphere of seat board IV (7) one sides for concentric, described seat board III (6) is that a side is the cylindricality steel plate that arc sphere, opposite side are plane, described seat board III (6) is positioned at the intermediate channel of seat board IV (7), and the lower arcuate surface kiss association of described seat board III (6) arc sphere one side and seat board IV (7) intermediate channel closes, dish-shaped corrosion resistant plate (9) on described seat board III (6) arc sphere forms a pair of sphere friction pair with the dish-shaped slide plate (10) of seat board IV (7) intermediate channel bottom surface, described seat board V (15) is the cylindricality steel part that a side has arc segment, the arc sphere kiss association of described seat board V (15) spherical interior surface one side and seat board IV (7) closes, and the sphere corrosion resistant plate (13) on described seat board IV (7) arc sphere forms another to sphere friction pair with the sphere slide plate (14) on seat board V (15) spherical interior surface, the rotating mechanism of described seat board IV (7), seat board III (6) and seat board V (15) composition bearing, described sphere corrosion resistant plate (13) is realized the direction across bridge carrying of bearing and the function of rotating with sphere slide plate (14), dish-shaped corrosion resistant plate (9) with two pairs of sphere friction pairs of dish-shaped slide plate (10) composition, described seat board IV (7), seat board III (6) and seat board V (15) middle part all have through hole, and by connector by described seat board V (15), seat board IV (7) is connected with seat board III (6), dish-shaped slide plate (10) by the dish-shaped corrosion resistant plate (9) of seat board III (6) with seat board IV (7), between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), compress, realizing two pairs of sphere friction pair pressure-bearing surfaces contacts closely and the direction across bridge bearing function of bearing all the time, ensure that load transmission is steadily even, complete after assembling, all arc spheres that seat board V (15), seat board IV (7) and the seat board III (6) of described bearing have are concentric spherical, and seat board IV (7) can freely be rotated to all directions.
2. the rotating mechanism of a kind of wind-resistant support as claimed in claim 1, is characterized in that: described seat board V (15) is fixedly linked with tower body.
3. the rotating mechanism of a kind of wind-resistant support as claimed in claim 1, is characterized in that: described dish-shaped slide plate (10) and sphere slide plate (14) adopt whole plate, or adopts several fanning strips or multi-disc cylindrical plate composition.
4. the rotating mechanism of a kind of wind-resistant support as claimed in claim 1, is characterized in that: between described seat board IV (7) and seat board V (15), be provided with hermetically-sealed construction.
5. the rotating mechanism of a kind of wind-resistant support as claimed in claim 1, is characterized in that: described seat board III (6) is connected with seat board II (4) by spring (5), plane one side of seat board II (4) and seat board IV (7) is corresponding arrange and described seat board II (4) and described seat board IV (7) between there is gap, make seat board II (4) and seat board IV (7) there is the space of certain relative motion, in the time being subject to direction across bridge load, seat board II (4) and seat board IV (7) can be along cross-bridges direction generation relative motions, realize the function of the direction across bridge displacement of bearing, spring (5) is positioned at seat board III (6), between seat board II (4) and embed in seat board II (4) and seat board III (6).
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CN201410477902.4A CN104195939B (en) | 2014-09-19 | 2014-09-19 | A kind of rotating mechanism of wind-resistant spherical support |
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CN201410477902.4A CN104195939B (en) | 2014-09-19 | 2014-09-19 | A kind of rotating mechanism of wind-resistant spherical support |
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CN104195939A true CN104195939A (en) | 2014-12-10 |
CN104195939B CN104195939B (en) | 2016-08-24 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105507137A (en) * | 2015-11-30 | 2016-04-20 | 洛阳双瑞特种装备有限公司 | Spherical support used for steel truss bridge |
CN110485279A (en) * | 2019-08-06 | 2019-11-22 | 洛阳双瑞特种装备有限公司 | A kind of hyperboloid vibration absorption and isolation support with complete runback bit function |
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DE1883440U (en) * | 1963-06-01 | 1963-11-28 | Manfred Kreutz G M B H | FULLY MOVABLE TIPPER FOR BRIDGE STRUCTURES OD. DGL. |
CN2844211Y (en) * | 2005-12-21 | 2006-12-06 | 中国路桥(集团)新津筑路机械厂 | Elastic windproofing bridge stand |
CN202081377U (en) * | 2011-05-23 | 2011-12-21 | 新津腾中筑路机械有限公司 | Wind-resistant spherical support |
CN102926321A (en) * | 2012-11-21 | 2013-02-13 | 浙江秦山橡胶工程股份有限公司 | Wind-resisting support |
CN203346782U (en) * | 2013-05-22 | 2013-12-18 | 成都亚佳工程新技术开发有限公司 | Spherical steel support for magnetic levitation bridge |
CN203583351U (en) * | 2013-09-29 | 2014-05-07 | 洛阳双瑞特种装备有限公司 | Central pull rod type multidirectional movable tension-compression spherical support |
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2014
- 2014-09-19 CN CN201410477902.4A patent/CN104195939B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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DE1883440U (en) * | 1963-06-01 | 1963-11-28 | Manfred Kreutz G M B H | FULLY MOVABLE TIPPER FOR BRIDGE STRUCTURES OD. DGL. |
CN2844211Y (en) * | 2005-12-21 | 2006-12-06 | 中国路桥(集团)新津筑路机械厂 | Elastic windproofing bridge stand |
CN202081377U (en) * | 2011-05-23 | 2011-12-21 | 新津腾中筑路机械有限公司 | Wind-resistant spherical support |
CN102926321A (en) * | 2012-11-21 | 2013-02-13 | 浙江秦山橡胶工程股份有限公司 | Wind-resisting support |
CN203346782U (en) * | 2013-05-22 | 2013-12-18 | 成都亚佳工程新技术开发有限公司 | Spherical steel support for magnetic levitation bridge |
CN203583351U (en) * | 2013-09-29 | 2014-05-07 | 洛阳双瑞特种装备有限公司 | Central pull rod type multidirectional movable tension-compression spherical support |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105507137A (en) * | 2015-11-30 | 2016-04-20 | 洛阳双瑞特种装备有限公司 | Spherical support used for steel truss bridge |
CN110485279A (en) * | 2019-08-06 | 2019-11-22 | 洛阳双瑞特种装备有限公司 | A kind of hyperboloid vibration absorption and isolation support with complete runback bit function |
CN110485279B (en) * | 2019-08-06 | 2024-02-23 | 中船双瑞(洛阳)特种装备股份有限公司 | Hyperboloid shock-absorbing and isolating support with complete self-resetting function |
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Address after: 471000, Binhe Road, hi tech Development Zone, Henan, Luoyang, 32 Patentee after: CSSC Shuangrui (Luoyang) special equipment Co.,Ltd. Address before: 471000, Binhe Road, hi tech Development Zone, Henan, Luoyang, 32 Patentee before: LUOYANG SUNRUI SPECIAL EQUIPMENT Co.,Ltd. |
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