CN221663459U - Bridge antidetonation support with adjustable - Google Patents
Bridge antidetonation support with adjustable Download PDFInfo
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- CN221663459U CN221663459U CN202323440816.XU CN202323440816U CN221663459U CN 221663459 U CN221663459 U CN 221663459U CN 202323440816 U CN202323440816 U CN 202323440816U CN 221663459 U CN221663459 U CN 221663459U
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Description
技术领域Technical Field
本实用新型属于桥梁工程技术领域,具体涉及一种可调式桥梁抗震支架。The utility model belongs to the technical field of bridge engineering, and in particular relates to an adjustable bridge earthquake-resistant support.
背景技术Background Art
近年来我国的地震地质灾害频发,作为传输线路枢纽的桥梁,在地震中一旦受损,不仅仅造成经济的损失,更重要的是影响救助的响应速度。桥梁作为重要的社会基础设施,投资大、公共性强,提高桥梁的抗震性能是减轻地震损失、加强区域安全的基本措施之一。抗震加固是提高桥梁的抗震性能,以便能够减轻地震灾害,防止桥梁损害,将破坏控制在一定程度内。In recent years, earthquakes and geological disasters have occurred frequently in my country. As a hub of transmission lines, bridges, once damaged in an earthquake, not only cause economic losses, but more importantly, affect the response speed of rescue. As an important social infrastructure, bridges require large investments and are highly public. Improving the seismic performance of bridges is one of the basic measures to reduce earthquake losses and strengthen regional safety. Seismic reinforcement is to improve the seismic performance of bridges so as to reduce earthquake disasters, prevent bridge damage, and control the damage to a certain extent.
公告号 CN217499955U的中国实用新型专利申请文件公开了,一种便于安装的可调式桥梁抗震支架,包括第一安装板、固定连接在第一安装板上的四个连接块和固定连接有连接块侧壁的第二安装板,在使用前可将第一安装板与桥梁固定连接,此时四个第二安装板上的限位板将与桥梁上其他钢构件相接触,从而可拉动固定带使其受力产生形变,从而改变其自身的角度位置,使得卡合环跟随其进行移动,与卡合扣相卡合,此时限位板和固定带将构成完整的闭环结构,将自身位置与桥梁上其他钢构件进行固定。The Chinese utility model patent application document with announcement number CN217499955U discloses an adjustable bridge seismic support that is easy to install, including a first mounting plate, four connecting blocks fixedly connected to the first mounting plate, and a second mounting plate fixedly connected to the side walls of the connecting blocks. Before use, the first mounting plate can be fixedly connected to the bridge. At this time, the limiting plates on the four second mounting plates will contact other steel components on the bridge, so that the fixing belt can be pulled to cause it to deform due to force, thereby changing its own angular position, so that the snap ring moves with it and snaps into engagement with the snap buckle. At this time, the limiting plate and the fixing belt will form a complete closed-loop structure to fix their own position with other steel components on the bridge.
上述技术在支撑时会产生变形折断,无法有效的进行抗震支撑,所以亟需设计一种可调式桥梁抗震支架来处理这些问题。The above technology will produce deformation and breakage during support and cannot effectively provide earthquake-resistant support. Therefore, it is urgent to design an adjustable bridge earthquake-resistant support to deal with these problems.
实用新型内容Utility Model Content
针对现有技术的不足,本实用新型公开了一种可调式桥梁抗震支架。Aiming at the deficiencies of the prior art, the utility model discloses an adjustable bridge earthquake-resistant support.
本实用新型通过以下技术方案来实现上述目的:The utility model achieves the above-mentioned purpose through the following technical solutions:
一种可调式桥梁抗震支架,包括安装底台,安装底台上方设置有承载减震机构,承载减震机构上方设置有可调式抗震部件。An adjustable bridge earthquake-resistant support comprises a mounting base, a load-bearing shock-absorbing mechanism is arranged above the mounting base, and an adjustable earthquake-resistant component is arranged above the load-bearing shock-absorbing mechanism.
可调式抗震部件包括设置在承载减震机构上方前后侧的第二支撑台,第二支撑台内侧设置有立柱,立柱一端设置有连接板,连接板上方设置有第二承载板,第二承载板上方前后侧设置有第三支撑台,第三支撑台内侧横向设置有第一支轴,第一支轴一侧设置有升降组件,升降组件一侧设置有抗震支撑组件。The adjustable seismic-resistant component includes a second support platform arranged on the front and rear sides above the bearing and shock-absorbing mechanism, a column is arranged on the inner side of the second support platform, a connecting plate is arranged at one end of the column, a second bearing plate is arranged above the connecting plate, a third support platform is arranged on the front and rear sides above the second bearing plate, a first support shaft is arranged horizontally on the inner side of the third support platform, a lifting assembly is arranged on one side of the first support shaft, and a seismic-resistant support assembly is arranged on one side of the lifting assembly.
优选地,承载减震机构包括设置在安装底台两侧的第一连接板台,第一连接板台一侧设置有定位杆,安装底台上方前后侧设置有第一阻尼减震弹簧器,第一阻尼减震弹簧器相对面设置有弧形弹性片,弧形弹性片上方设置有第一承载板,第一承载板上方前后侧设置有第一支撑台,第一支撑台相对面设置有移动引导组件,移动引导组件外表面设置有支撑组件。Preferably, the bearing and shock-absorbing mechanism includes a first connecting plate platform arranged on both sides of the mounting base, a positioning rod is arranged on one side of the first connecting plate platform, a first damping and shock-absorbing spring device is arranged on the front and rear sides above the mounting base, an arc-shaped elastic sheet is arranged on the opposite surface of the first damping and shock-absorbing spring device, a first bearing plate is arranged above the arc-shaped elastic sheet, a first support platform is arranged on the front and rear sides above the first bearing plate, a movable guide assembly is arranged on the opposite surface of the first support platform, and a support assembly is arranged on the outer surface of the movable guide assembly.
优选地,升降组件包括设置在第一支轴一侧的升降液压缸,升降液压缸动力伸缩端设置有第二支轴。Preferably, the lifting assembly includes a lifting hydraulic cylinder arranged on one side of the first support shaft, and a second support shaft is arranged at the power telescopic end of the lifting hydraulic cylinder.
优选地,抗震支撑组件包括设置在升降组件一侧的移动台,移动台一侧设置有花轴,花轴外表面设置有支撑承重台。Preferably, the anti-seismic support assembly comprises a moving platform arranged on one side of the lifting assembly, a flower axis is arranged on one side of the moving platform, and a supporting load-bearing platform is arranged on the outer surface of the flower axis.
优选地,移动引导组件包括设置在第一支撑台相对面的导向横柱,导向横柱两端设置有阻挡橡胶台,阻挡橡胶台一侧设置有弹簧。Preferably, the moving guide assembly comprises a guide cross column arranged on the opposite side of the first support platform, blocking rubber platforms are arranged at both ends of the guide cross column, and a spring is arranged on one side of the blocking rubber platform.
优选地,支撑组件包括设置在移动引导组件外表面的移动支撑台,移动支撑台下方设置有引导槽。Preferably, the support assembly includes a movable support platform arranged on the outer surface of the movable guide assembly, and a guide groove is arranged below the movable support platform.
本实用新型通过设置的可调式抗震部件,可以有效的对桥梁进行可调抗震支撑,通过设置的第二支撑台、立柱对第二承载板进行可靠支撑,使用时,通过第一支轴一侧设置的升降组件带动抗震支撑组件进行升降,并将抗震支撑组件作用在桥梁抗震支撑部,抗震支撑组件可根据桥梁需支撑的部位进行调整,从而有效的解决了现有的桥梁抗震支架变形折断,在使用上,可以增加抗震支撑组件与桥梁之间的支撑稳定性,便于对桥梁进行稳定的使用,提高了抗震支撑效果,操作简单,使用方便。The utility model can effectively provide adjustable earthquake-resistant support for the bridge by means of the adjustable earthquake-resistant component, and reliably support the second load-bearing plate by means of the second support platform and the column. When in use, the earthquake-resistant support component is driven to be lifted and lowered by the lifting component arranged on one side of the first support shaft, and the earthquake-resistant support component is applied to the earthquake-resistant support part of the bridge. The earthquake-resistant support component can be adjusted according to the part of the bridge that needs to be supported, thereby effectively solving the deformation and breakage of the existing earthquake-resistant support of the bridge. In use, the supporting stability between the earthquake-resistant support component and the bridge can be increased, which is convenient for the stable use of the bridge, improves the earthquake-resistant support effect, and is simple to operate and easy to use.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本实用新型的轴等侧结构示意图;Figure 1 is a schematic diagram of the shaft side structure of the utility model;
图2是本实用新型的正视结构示意图;Fig. 2 is a front view of the structure of the present utility model;
图3是本实用新型的第一结构示意图;FIG3 is a schematic diagram of the first structure of the utility model;
图4是本实用新型的第二结构示意图;FIG4 is a schematic diagram of a second structure of the present utility model;
图5是图4中A处的结构示意图。FIG. 5 is a schematic diagram of the structure of point A in FIG. 4 .
图中:1、安装底台;In the figure: 1. Install the base;
2、承载减震机构;201、第一连接板台;202、定位杆;203、第一阻尼减震弹簧器;204、弧形弹性片;205、第一承载板;206、第一支撑台;207、导向横柱;2071、弹簧;2072、阻挡橡胶台;208、移动支撑台;2081、引导槽;209、安全限位台;2. Load-bearing shock-absorbing mechanism; 201. First connecting plate platform; 202. Positioning rod; 203. First damping shock-absorbing spring device; 204. Arc elastic sheet; 205. First load-bearing plate; 206. First support platform; 207. Guide cross column; 2071. Spring; 2072. Blocking rubber platform; 208. Mobile support platform; 2081. Guide groove; 209. Safety limit platform;
3、可调式抗震部件;301、第二支撑台;302、立柱;303、连接板;304、第二承载板;305、第三支撑台;306、第一支轴;307、升降液压缸;3071、第二支轴;308、抗震支撑组件;3081、移动台;3082、花轴;3083、支撑承重台。3. Adjustable earthquake-resistant component; 301. Second support platform; 302. Column; 303. Connecting plate; 304. Second load-bearing plate; 305. Third support platform; 306. First support shaft; 307. Lifting hydraulic cylinder; 3071. Second support shaft; 308. Earthquake-resistant support assembly; 3081. Moving platform; 3082. Flower axis; 3083. Support load-bearing platform.
具体实施方式DETAILED DESCRIPTION
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述。The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.
参照图1-5,一种可调式桥梁抗震支架,包括安装底台1,安装底台1上方设置有承载减震机构2,承载减震机构2上方设置有可调式抗震部件3。1-5 , an adjustable bridge seismic support includes a mounting base 1 , a load-bearing and shock-absorbing mechanism 2 is disposed above the mounting base 1 , and an adjustable seismic-resistant component 3 is disposed above the load-bearing and shock-absorbing mechanism 2 .
承载减震机构2包括设置在安装底台1两侧的第一连接板台201,第一连接板台201一侧设置有定位杆202,第一连接板台201一侧设置有安装螺纹孔,用于连接安装螺杆。安装底台1上方前后侧设置有第一阻尼减震弹簧器203,第一阻尼减震弹簧器203用于对第一承载板205进行减震支撑。第一阻尼减震弹簧器203相对面设置有弧形弹性片204,弧形弹性片204上方设置有第一承载板205,弧形弹性片204用于对第一承载板205进行支撑减震。第一承载板205上方前后侧设置有第一支撑台206,第一支撑台206相对面设置有移动引导组件,移动引导组件外表面设置有支撑组件。移动引导组件包括设置在第一支撑台206相对面的导向横柱207,导向横柱207两端设置有阻挡橡胶台2072,阻挡橡胶台2072一侧设置有弹簧2071。阻挡橡胶台2072用于对弹簧2071压缩时进行缓冲限位。支撑组件包括设置在移动引导组件外表面的移动支撑台208,移动支撑台208下方设置有引导槽2081。引导槽2081用于对移动支撑台208进行移动引导限位。支撑组件相对面设置有安全限位台209。安全限位台209为橡胶件,用于对第二承载板304下移时进行缓冲减震。The bearing and shock absorbing mechanism 2 includes a first connecting plate platform 201 arranged on both sides of the mounting base 1, a positioning rod 202 is arranged on one side of the first connecting plate platform 201, and a mounting threaded hole is arranged on one side of the first connecting plate platform 201 for connecting the mounting screw. A first damping and shock absorbing spring device 203 is arranged on the front and rear sides above the mounting base 1, and the first damping and shock absorbing spring device 203 is used to provide shock absorbing support for the first bearing plate 205. An arc-shaped elastic sheet 204 is arranged on the opposite side of the first damping and shock absorbing spring device 203, and a first bearing plate 205 is arranged above the arc-shaped elastic sheet 204, and the arc-shaped elastic sheet 204 is used to support and shock absorb the first bearing plate 205. A first support platform 206 is arranged on the front and rear sides above the first bearing plate 205, and a moving guide assembly is arranged on the opposite side of the first support platform 206, and a supporting assembly is arranged on the outer surface of the moving guide assembly. The mobile guide assembly includes a guide cross column 207 arranged on the opposite side of the first support platform 206, and blocking rubber platforms 2072 are arranged at both ends of the guide cross column 207, and a spring 2071 is arranged on one side of the blocking rubber platform 2072. The blocking rubber platform 2072 is used to buffer and limit the spring 2071 when it is compressed. The support assembly includes a mobile support platform 208 arranged on the outer surface of the mobile guide assembly, and a guide groove 2081 is arranged below the mobile support platform 208. The guide groove 2081 is used to guide and limit the mobile support platform 208. A safety limit platform 209 is arranged on the opposite side of the support assembly. The safety limit platform 209 is a rubber member, which is used to buffer and reduce shock when the second bearing plate 304 moves downward.
可调式抗震部件3包括设置在承载减震机构2上方前后侧的第二支撑台301,第二支撑台301内侧设置有立柱302,立柱302一端设置有连接板303,连接板303上方设置有第二承载板304,第二承载板304上方前后侧设置有第三支撑台305,第三支撑台305内侧横向设置有第一支轴306,第一支轴306一侧设置有升降组件,升降组件一侧设置有抗震支撑组件308。升降组件包括设置在第一支轴306一侧的升降液压缸307,升降液压缸307动力伸缩端设置有第二支轴3071。升降组件用于带动抗震支撑组件308进行升降移动。抗震支撑组件308包括设置在升降组件一侧的移动台3081,移动台3081一侧设置有花轴3082,花轴3082外表面设置有支撑承重台3083。移动台3081与花轴3082内部之间设置限位弹簧。支撑承重台3083与花轴3082配合可对桥梁进行一定角度的抗震支撑。支撑承重台3083上方表面设置有防滑耐磨材料,使得与桥梁接触面产生一定的接触摩擦力。The adjustable anti-seismic component 3 includes a second support platform 301 arranged on the front and rear sides above the bearing and damping mechanism 2, a column 302 is arranged inside the second support platform 301, a connecting plate 303 is arranged at one end of the column 302, a second bearing plate 304 is arranged above the connecting plate 303, a third support platform 305 is arranged on the front and rear sides above the second bearing plate 304, a first support shaft 306 is arranged horizontally inside the third support platform 305, a lifting assembly is arranged on one side of the first support shaft 306, and an anti-seismic support assembly 308 is arranged on one side of the lifting assembly. The lifting assembly includes a lifting hydraulic cylinder 307 arranged on one side of the first support shaft 306, and a second support shaft 3071 is arranged at the power telescopic end of the lifting hydraulic cylinder 307. The lifting assembly is used to drive the anti-seismic support assembly 308 to move up and down. The anti-seismic support assembly 308 includes a moving platform 3081 arranged on one side of the lifting assembly, a flower shaft 3082 is arranged on one side of the moving platform 3081, and a supporting load-bearing platform 3083 is arranged on the outer surface of the flower shaft 3082. A limit spring is arranged between the moving platform 3081 and the inside of the flower axis 3082. The supporting load-bearing platform 3083 cooperates with the flower axis 3082 to provide earthquake-resistant support for the bridge at a certain angle. The upper surface of the supporting load-bearing platform 3083 is provided with anti-skid and wear-resistant material, so that a certain contact friction is generated with the contact surface of the bridge.
在使用时,首先将安装底台1两侧的第一连接板台201通过定位杆202安装在需抗震支撑的桥梁下方地面或桥墩面上,使用连接螺杆进行连接固定,将安装底台1固定完成后,启动升降液压缸307通过第二支轴3071带动移动台3081进行上升一定角度,并通过花轴3082带动支撑承重台3083调整一定角度对桥梁进行支撑,支撑承重台3083同时从第二承载板304上方前后侧进行升起,由于支撑承重台3083上表面设置有防滑耐磨材料,使得与桥梁接触面产生一定的接触摩擦力,能更好的将支撑承重台3083对桥梁进行支撑,当桥梁出现震动时,震动力通过抗震支撑组件308传递给第二承载板304,第二承载板304将震动力通过立柱302传递给移动支撑台208,当移动支撑台208接收到震动力,震动力带动移动支撑台208在导向横柱207外表面相向移动并压缩弹簧2071,震动力通过第一承载板205传递给弧形弹性片204与第一阻尼减震弹簧器203,由于弧形弹性片204与第一阻尼减震弹簧器203具有良好的减震、缓冲的稳定效果,所以第一承载板205保持稳定,增加桥梁的支撑稳定性,便于对桥梁进行稳定的使用。When in use, first install the first connecting plate platforms 201 on both sides of the installation base 1 on the ground or pier surface under the bridge that needs earthquake support through the positioning rods 202, and use connecting screws to connect and fix. After the installation base 1 is fixed, start the lifting hydraulic cylinder 307 to drive the moving platform 3081 to rise a certain angle through the second support shaft 3071, and drive the supporting load-bearing platform 3083 to adjust a certain angle through the flower axis 3082 to support the bridge. The supporting load-bearing platform 3083 is simultaneously raised from the front and rear sides above the second bearing plate 304. Since the upper surface of the supporting load-bearing platform 3083 is provided with anti-slip and wear-resistant material, a certain contact friction is generated with the contact surface of the bridge, which can better support the supporting load-bearing platform 3083 to the bridge. For support, when the bridge vibrates, the vibration force is transmitted to the second bearing plate 304 through the seismic support assembly 308, and the second bearing plate 304 transmits the vibration force to the mobile support platform 208 through the column 302. When the mobile support platform 208 receives the vibration force, the vibration force drives the mobile support platform 208 to move toward each other on the outer surface of the guide cross column 207 and compresses the spring 2071. The vibration force is transmitted to the arc-shaped elastic sheet 204 and the first damping shock-absorbing spring device 203 through the first bearing plate 205. Since the arc-shaped elastic sheet 204 and the first damping shock-absorbing spring device 203 have good shock-absorbing and buffering stabilizing effects, the first bearing plate 205 remains stable, thereby increasing the supporting stability of the bridge and facilitating the stable use of the bridge.
Claims (6)
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| Application Number | Priority Date | Filing Date | Title |
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| CN202323440816.XU CN221663459U (en) | 2023-12-18 | 2023-12-18 | Bridge antidetonation support with adjustable |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202323440816.XU CN221663459U (en) | 2023-12-18 | 2023-12-18 | Bridge antidetonation support with adjustable |
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| CN221663459U true CN221663459U (en) | 2024-09-06 |
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| CN202323440816.XU Active CN221663459U (en) | 2023-12-18 | 2023-12-18 | Bridge antidetonation support with adjustable |
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