CN104294755B - A kind of wind-resistant spherical support of new structure - Google Patents
A kind of wind-resistant spherical support of new structure Download PDFInfo
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- CN104294755B CN104294755B CN201410477901.XA CN201410477901A CN104294755B CN 104294755 B CN104294755 B CN 104294755B CN 201410477901 A CN201410477901 A CN 201410477901A CN 104294755 B CN104294755 B CN 104294755B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/042—Mechanical bearings
- E01D19/046—Spherical bearings
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Abstract
The present invention relates to a kind of wind-resistant support of new structure.Described bearing has seat board IV (7); The lower arcuate surface of the arc sphere side and seat board IV (7) intermediate channel that are positioned at the seat board III (6) of seat board IV (7) intermediate channel is kissed association and is closed; The spherical interior surface side of the seat board V (15) of seat board IV (7) side and the arc sphere of seat board IV (7) are kissed association and are closed, the rotating mechanism of seat board IV (7), seat board III (6) and seat board V (15) composition bearing, the direction across bridge carrying realizing bearing and the function of rotating; Seat board IV (7) opposite side has seat board II (4), spring (5) is set between seat board II (4) and seat board III (6), the elastic bearing mechanism of composition bearing, realizes the direction across bridge dynamic changes process of bearing, vertical bridge to displacement and perpendicular bridge to the function of displacement.
Description
Technical field
The invention belongs to bridge construction technical field, be a kind of bearing product that can be used for bridge, be specifically related to a kind of wind-resistant spherical support of new structure.
Background technology
Along with Chinese national economy development need, the cable stayed bridge of large quantities of large span, large bearing capacity and suspension bridge in succession start design and build in recent years.Side inside the tower body of these cable stayed bridges and suspension bridge and between beam body outer lateral side, vertically places and installs 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 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 to displacement and perpendicular bridge to displacement simultaneously, and respectively to the demand of corner.
At present, wind-resistant support bridge engineering applied mainly is divided into wind resistance steel support and basin type rubber wind-resistant support two class.Wind resistance steel support and common multidirectional movable ball-type seat structure similar.This type of wind-resistant support comes off in order to seat board in when preventing bearing from vertically placing skids off, need middle base plate structure be designed to close to hemispherical, when making middle seat board convex spherical put into the segment of side seat board, middle seat board mass cg is positioned at segment inside, and adopt spring outside wind-resistant support by middle seat board with have the seat board of segment to strain.So, this structure makes wind-resistant support bodily form both bulk, manufactures with installation process comparatively difficult; In addition, be subject to the pulling force of existing specification spring, rigidity and size restrictions, 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 realize.The flat frictional pair that in bearing, seat board plane side and bearing opposite side seat board plane form, not being in contactless state by during direction across bridge load, there is certain interval centre, and the nonmetal slide plate be embedded in middle seat board plane side may be deviate to drop, and causes flat frictional pair to lose efficacy; Meanwhile, there is gap between flat frictional pair, when beam body direction across bridge swings, friction pair two contact surface easily produces shock, causes the nonmetal slide plate of friction pair to damage.Basin type rubber wind-resistant support is inlaid with rubber tile in pelvic cavity inside, realizes bearing 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; Manufacture the restriction of difficult forming by Big Diameter Rubber plate, basin type rubber wind-resistant support cannot design large bearing capacity bearing; By 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 new structure wind-resistant support, it is huge that this bearing overcomes existing wind resistance steel support structure bulky, the shortcomings such as flat frictional pair easily lost efficacy, and supporting capacity is low; Overcome the basin type rubber wind-resistant support life-span short, turning power is little, the shortcoming that supporting capacity is low; Also to possess light structure compact for this bearing simultaneously, rotates flexibly, and pressure-bearing surface contact closely, uniform force, Path of Force Transfer be simply clear and definite, with bridge with the advantage such as life-span and security reliability, can meet the designing requirement of all kinds of bridge engineering.
The present invention is by the following technical solutions:
New structure a wind-resistant support, described bearing has seat board IV (7), described seat board IV (7) is side is arc sphere, and opposite side is the cylindricality steel plate of plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface is arc sphere and is concentric with the arc sphere of seat board IV (7) side, described bearing settlement has seat board III (6), the cylindricality steel plate that described seat board III (6) is side is arc sphere, opposite side is plane, described seat board III (6) is positioned at the intermediate channel of seat board IV (7), and the lower arcuate surface of described seat board III (6) arc sphere side and seat board IV (7) intermediate channel is kissed association and closed, dish-shaped corrosion resistant plate (9) on described seat board III (6) arc sphere forms a pair sphere friction pair with the dish-shaped slide plate (10) of seat board IV (7) intermediate channel bottom surface, the side of described seat board IV (7) has the seat board V (15) be combined with the arc sphere of seat board IV (7), described seat board V (15) is the cylindricality steel part having side to have arc segment, the arc sphere of described seat board V (15) spherical interior surface side and seat board IV (7) is kissed association and is closed, 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, the function that the direction across bridge that two pairs of sphere friction pairs that described sphere corrosion resistant plate (13) forms with dish-shaped slide plate (10) with sphere slide plate (14), dish-shaped corrosion resistant plate (9) realize bearing carries and rotates, 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), by the dish-shaped corrosion resistant plate (9) of seat board III (6) and the dish-shaped slide plate (10) of seat board IV (7), compress between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), realize two pairs of sphere friction pair pressure-bearing surfaces to contact all the time closely and the direction across bridge bearing function of bearing, ensure dynamic changes process even, the opposite side of described seat board IV (7) has the seat board II (4) coordinated with the plane of seat board IV (7), and between described seat board II (4) and described seat board IV (7), there is gap, make seat board II (4) and seat board IV (7) have the space of certain relative motion, meet the direction across bridge displacement request of bearing, spring (5) is set between described seat board II (4) and described seat board III (6), the seat board II (4) of described bearing, spring (5), seat board III (6) form the elastic bearing mechanism of bearing, the opposite side of described seat board II (4) has the seat board I (1) forming flat frictional pair with seat board II (4), described seat board I (1) is plane stainless steel plate (2) with the bonding surface of seat board II (4), and described seat board II (4) is plane slide plate (3) with the bonding surface of seat board I (1), plane slide plate (3) on described seat board II (4) forms flat frictional pair with the plane stainless steel plate (2) of described seat board I (1), realizes the direction across bridge dynamic changes process of bearing, vertical bridge to displacement and perpendicular bridge to the function of displacement, spring (5) counter-force be 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, avoid plane come to nothing stand under load time produce clash into, cause the damage of friction pair, after completing assembling, all arc spheres that the seat board V (15) of described bearing, seat board IV (7) and seat board III (6) have are concentric spherical, and seat board IV (7) freely can be rotated to all directions.
During use, described seat board I (1) is fixedly linked with bridge beam body, and seat board V (15) and tower body are fixedly linked.
Described connector is connecting bolt (11), attaching nut (12), and described connecting bolt (11) and attaching nut (12) coordinate and described seat board V (15), seat board IV (7) and seat board III (6) are connected and are compressed.
The spring (5) of described bearing embeds seat board II (4) with seat board seat board III (6), and spring (5) provides bounce to promote seat board II (4) and is adjacent to seat board I.
Described seat board II (4) has reserved screwed hole, and described seat board IV (7) has reserved through hole; Be provided with Anti-off bolt (8) between described seat board II (4) and seat board IV (7), and described Anti-off bolt (8) is threaded with the screwed hole of seat board II (4) through the through hole of described seat board IV (7); Have certain interval between described seat board IV (7) and seat board II (4), can there is relative motion in seat board IV (7) and seat board II (4) in interstice coverage.When seat board IV (7) arrives design gaps value with seat board II (4) distance, the nut of Anti-off bolt (8) is stuck on seat board IV (7), prevents seat board II (4) to be separated with seat board IV (7) and comes off.Seat board II (4) is connected with seat board IV (7) by Anti-off bolt (8), ensures that two parts do not occur to be separated in generation direction across bridge motion process and departs from.
Owing to have employed technique scheme, the present invention has following beneficial effect:
1) all through hole is had in the middle of seat board III (6), seat board IV (7), seat board V (15), and by connecting bolt (11), three parts are connected, connecting bolt (11) is connected three compressing parts with attaching nut (12), realize seat board III (6), two pairs of sphere friction pair pressure-bearing surfaces contacts that seat board IV (7), seat board V (15) form closely, make the transmission of load even.Each part sphere is positioned on homocentric sphere, and so realizing seat board IV (7) can free smooth rotation and not coming off.
2) spring (5) bounce promotes seat board II (4), ensure that flat frictional pair plane stainless steel plate (2) contacts closely with the pressure-bearing surface of plane slide plate (3) all the time, make Bearing Seat Force even, dynamic changes process is mild, avoid plane of constraint to come to nothing, produce during stand under load and clash into, cause the damage of friction pair.
3) seat board II (4) and seat board IV (7) have the space of certain relative motion, ensure that seat board II (4) and seat board IV (7) gap meet the direction across bridge displacement request of bearing.When bearing is when being subject to direction across bridge load, there is relative motion along cross-bridges direction and seat board IV (7) in seat board II (4), realizes the direction across bridge displacement request of bearing, as shown in Figure 1.Anti-off bolt (8) ensures that two parts relative motion can occur and do not depart from again, and Anti-off bolt (8) protruded length can control the displacement of bearing maximum transversal.
4) plane stainless steel plate (2) and plane slide plate (3) form a flat frictional pair, realize the direction across bridge dynamic changes process of bearing, vertical bridge to displacement and perpendicular bridge to the function of displacement.The function that the direction across bridge that two sphere friction pairs that sphere corrosion resistant plate (13) forms with dish-shaped slide plate (10) with sphere slide plate (14), dish-shaped corrosion resistant plate (9) realize bearing carries and rotates.
Accompanying drawing explanation
Fig. 1 is embodiment of the present invention structural representation.
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, Anti-off 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 provided, the present invention is illustrated by reference to the accompanying drawings.
As shown in Figure 1, a kind of new structure wind-resistant support, described bearing has seat board III (6), seat board IV (7) and seat board V (15), described seat board IV (7) is side is arc sphere, and opposite side is the cylindricality steel plate of plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface is arc sphere and is concentric with the arc sphere of seat board IV (7) side, the cylindricality steel plate that described seat board III (6) is side is arc sphere, opposite side is plane, described seat board III (6) is positioned at seat board IV (7) intermediate channel, and the bottom surface of described seat board III (6) arc sphere side and seat board IV (7) intermediate channel is kissed association and closed, dish-shaped corrosion resistant plate (9) is welded in seat board III (6) sphere side, and dish-shaped slide plate (10) is embedded on the central deep trouth bottom surface of seat board IV (7), dish-shaped corrosion resistant plate (9) on described seat board III (6) arc sphere side forms a pair 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 there is arc segment side, and described seat board IV (7) arc sphere side and seat board V (15) spherical interior surface side are kissed association and closed, seat board IV (7) sphere side welding sphere corrosion resistant plate (13), sphere slide plate (14) is embedded in seat board V (15) segment 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 seat board III (6) of described bearing, seat board IV (7) and seat board V (15) form the rotating mechanism of bearing, the function that the direction across bridge that two pairs of sphere friction pairs that described sphere corrosion resistant plate (13) forms with dish-shaped slide plate (10) with sphere slide plate (14), dish-shaped corrosion resistant plate (9) realize bearing carries and rotates, 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), by the dish-shaped corrosion resistant plate (9) of seat board III (6) and the dish-shaped slide plate (10) of seat board IV (7), compress between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), realizing two pairs of sphere friction pair pressure-bearing surfaces contacts closely all the time, realize the direction across bridge carrying of bearing, ensure dynamic changes process even, the described plane of corresponding seat board IV (7) opposite side arranges seat board II (4) and has gap between described seat board II (4) and described seat board IV (7), seat board II (4) and seat board IV (7) is made to have the space of certain relative motion, when being subject to the effect of direction across bridge load, can there is relative motion along cross-bridges direction in seat board II (4) and seat board IV (7), realize the function of the direction across bridge displacement of bearing.Spring (5) is set between described seat board II (4) and described seat board III (6); The spring (5) of described bearing embeds seat board II (4) with seat board III (6), and spring (5) provides bounce to promote seat board II (4) and is adjacent to seat board I (1).The seat board II (4) of described bearing, spring (5), seat board III (6) form the elastic bearing mechanism of bearing; 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) side; 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, realize the direction across bridge dynamic changes process of bearing, vertical bridge to displacement and perpendicular bridge to the function of displacement; Spring (5) counter-force be 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, avoid plane come to nothing stand under load time produce clash into, cause the damage of friction pair; After completing assembling, the seat board V (15) of described bearing, seat board IV (7) and all arc spheres of seat board III (6) are concentric spherical, make freely to rotate to all directions between the sphere of seat board IV (7) and seat board V (15), between seat board III (6) and the sphere of seat board IV (7).During use, described seat board I (1) is fixedly linked with bridge beam body, and seat board V (15) and tower body are fixedly linked.Described seat board II (4) surrounding reserves screwed hole, described seat board IV (7) surrounding reserves through hole, be provided with Anti-off bolt (8) between described seat board II (4) and seat board IV (7), and described Anti-off bolt (8) is threaded with the screwed hole of seat board II (4) through the through hole of described seat board IV (7); Have certain interval between described seat board IV (7) and seat board II (4), can there is relative motion in seat board IV (7) and seat board II (4) in interstice coverage.When seat board IV (7) arrives design gaps value with seat board II (4) distance, the nut of Anti-off bolt (8) is stuck on seat board IV (7), prevents seat board II (4) to be separated with seat board IV (7) and comes off.Seat board II (4) is connected with seat board IV (7) by Anti-off bolt (8), ensures that two parts do not occur to be separated in generation direction across bridge motion process and departs from.On through hole on seat board II (4) and seat board IV (7)) on the otic placode that stretches out of the bolt hole outside that can be positioned at seat board II (4) and seat board IV (7), 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.
Seat board I (1) and the seat board II (4) of described bearing, between seat board IV (7) and seat board V (15), be provided with hermetically-sealed construction.
Spring (5) can adopt the various forms such as metal spring, nonmetal spring, metal and nonmetal complex spring, disc spring, but is not limited to above form.
Plane slide plate (3), dish-shaped slide plate (10) and sphere slide plate (14) can adopt whole plate, also can adopt several pieces of fanning strips or multi-disc cylindrical plate composition, but skateboard shape are not limited to above form.
Claims (5)
1. new structure a wind-resistant support, described bearing has seat board IV (7), described seat board IV (7) is side is arc sphere, and opposite side is the cylindricality steel plate of plane, described seat board IV (7) middle part has groove, seat board IV (7) intermediate channel bottom surface is arc sphere and is concentric with the arc sphere of seat board IV (7) side, described bearing settlement has seat board III (6), the cylindricality steel plate that described seat board III (6) is side is arc sphere, opposite side is plane, described seat board III (6) is positioned at the intermediate channel of seat board IV (7), and the lower arcuate surface of described seat board III (6) arc sphere side and seat board IV (7) intermediate channel is kissed association and closed, dish-shaped corrosion resistant plate (9) on described seat board III (6) arc sphere forms a pair sphere friction pair with the dish-shaped slide plate (10) of seat board IV (7) intermediate channel bottom surface, the side of described seat board IV (7) has the seat board V (15) be combined with the arc sphere of seat board IV (7), described seat board V (15) is the cylindricality steel part having side to have arc segment, the arc sphere of described seat board V (15) spherical interior surface side and seat board IV (7) is kissed association and is closed, 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, the function that the direction across bridge that two pairs of sphere friction pairs that described sphere corrosion resistant plate (13) forms with dish-shaped slide plate (10) with sphere slide plate (14), dish-shaped corrosion resistant plate (9) realize bearing carries and rotates, 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), by the dish-shaped corrosion resistant plate (9) of seat board III (6) and the dish-shaped slide plate (10) of seat board IV (7), compress between the sphere corrosion resistant plate (13) of seat board IV (7) and the sphere slide plate (14) of seat board V (15), realize two pairs of sphere friction pair pressure-bearing surfaces to contact all the time closely and the direction across bridge bearing function of bearing, ensure dynamic changes process even, the opposite side of described seat board IV (7) has the seat board II (4) coordinated with the plane of seat board IV (7), and between described seat board II (4) and described seat board IV (7), there is gap, make seat board II (4) and seat board IV (7) have the space of certain relative motion, meet the direction across bridge displacement request of bearing, spring (5) is set between described seat board II (4) and described seat board III (6), the seat board II (4) of described bearing, spring (5), seat board III (6) form the elastic bearing mechanism of bearing, the opposite side of described seat board II (4) has the seat board I (1) forming flat frictional pair with seat board II (4), described seat board I (1) is plane stainless steel plate (2) with the bonding surface of seat board II (4), and described seat board II (4) is plane slide plate (3) with the bonding surface of seat board I (1), plane slide plate (3) on described seat board II (4) forms flat frictional pair with the plane stainless steel plate (2) of described seat board I (1), realizes the direction across bridge dynamic changes process of bearing, vertical bridge to displacement and perpendicular bridge to the function of displacement, spring (5) counter-force be 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 plate (2) are compressed, ensure that flat frictional pair pressure-bearing surface contacts closely all the time, avoid plane come to nothing stand under load time produce clash into, cause the damage of friction pair, after completing assembling, all arc spheres that the seat board V (15) of described bearing, seat board IV (7) and seat board III (6) have are concentric spherical, and seat board IV (7) freely can be rotated to all directions.
2. a kind of new structure as claimed in claim 1 wind-resistant support, it is characterized in that: described connector is connecting bolt (11), attaching nut (12), described connecting bolt (11) and attaching nut (12) coordinate and described seat board V (15), seat board IV (7) and seat board III (6) are connected and are compressed.
3. a kind of new structure as claimed in claim 1 wind-resistant support, it is characterized in that: the spring (5) of described bearing embeds seat board II (4) with seat board seat board III (6), and spring (5) provides bounce to promote seat board II (4) and is adjacent to seat board I.
4. a kind of new structure as claimed in claim 1 wind-resistant support, it is characterized in that: described seat board II (4) has reserved screwed hole, described seat board IV (7) has reserved through hole; Be provided with Anti-off bolt (8) between described seat board II (4) and seat board IV (7), and described Anti-off bolt (8) is threaded with the screwed hole of seat board II (4) through the through hole of described seat board IV (7); Have certain interval between described seat board IV (7) and seat board II (4), seat board IV (7) can send out into relative motion with seat board II (4) in interstice coverage; When seat board IV (7) arrives design gaps value with seat board II (4) distance, the nut of Anti-off bolt (8) is stuck on seat board IV (7), prevents seat board II (4) to be separated with seat board IV (7) and comes off; Seat board II (4) is connected with seat board IV (7) by Anti-off bolt (8), ensures that two parts do not occur to be separated in generation direction across bridge motion process and departs from.
5. a kind of new structure as claimed in claim 1 wind-resistant support, it is characterized in that: during use, described seat board I (1) and bridge beam body are fixedly linked, and seat board V (15) and tower body are fixedly linked.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410477901.XA CN104294755B (en) | 2014-09-19 | 2014-09-19 | A kind of wind-resistant spherical support of new structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410477901.XA CN104294755B (en) | 2014-09-19 | 2014-09-19 | A kind of wind-resistant spherical support of new structure |
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| Publication Number | Publication Date |
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| CN104294755A CN104294755A (en) | 2015-01-21 |
| CN104294755B true CN104294755B (en) | 2016-03-23 |
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| CN201410477901.XA Active CN104294755B (en) | 2014-09-19 | 2014-09-19 | A kind of wind-resistant spherical support of new structure |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108166379B (en) * | 2018-02-24 | 2023-04-28 | 山东省交通规划设计院集团有限公司 | Replaceable transverse wind-resistant structure and method suitable for cable-stayed bridge and suspension bridge |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003049408A (en) * | 2001-05-31 | 2003-02-21 | Nako Yakousokudourokoushiya | Steel support and bridge supporting device |
| JP2007297792A (en) * | 2006-04-28 | 2007-11-15 | Kawaguchi Metal Industries Co Ltd | Locking structure of side block in bridge bearing |
| KR20100034295A (en) * | 2008-09-23 | 2010-04-01 | 주식회사 베스탑 | Bridge pad buffering |
| CN101748687A (en) * | 2010-01-28 | 2010-06-23 | 成都市新筑路桥机械股份有限公司 | Connection structure of spherical bearing for supporting bridge |
| CN203066244U (en) * | 2013-02-25 | 2013-07-17 | 成都宝路通桥梁科技有限公司 | Tensile, crush resistance and seismic isolation supporting base |
-
2014
- 2014-09-19 CN CN201410477901.XA patent/CN104294755B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003049408A (en) * | 2001-05-31 | 2003-02-21 | Nako Yakousokudourokoushiya | Steel support and bridge supporting device |
| JP2007297792A (en) * | 2006-04-28 | 2007-11-15 | Kawaguchi Metal Industries Co Ltd | Locking structure of side block in bridge bearing |
| KR20100034295A (en) * | 2008-09-23 | 2010-04-01 | 주식회사 베스탑 | Bridge pad buffering |
| CN101748687A (en) * | 2010-01-28 | 2010-06-23 | 成都市新筑路桥机械股份有限公司 | Connection structure of spherical bearing for supporting bridge |
| CN203066244U (en) * | 2013-02-25 | 2013-07-17 | 成都宝路通桥梁科技有限公司 | Tensile, crush resistance and seismic isolation supporting base |
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| CN104294755A (en) | 2015-01-21 |
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