CN209555761U - A bridge expansion joint vibration damping mechanism - Google Patents
A bridge expansion joint vibration damping mechanism Download PDFInfo
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- CN209555761U CN209555761U CN201920082527.1U CN201920082527U CN209555761U CN 209555761 U CN209555761 U CN 209555761U CN 201920082527 U CN201920082527 U CN 201920082527U CN 209555761 U CN209555761 U CN 209555761U
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Abstract
Description
技术领域technical field
本实用新型涉及桥梁建筑技术领域,具体的说,是涉及一种桥梁伸缩缝减振机构。The utility model relates to the technical field of bridge construction, in particular to a bridge expansion joint damping mechanism.
背景技术Background technique
桥梁,一般指架设在江河湖海上,使车辆行人等能顺利通行的构筑物。为适应现代高速发展的交通行业,桥梁亦引申为跨越山涧、不良地质或满足其他交通需要而架设的使通行更加便捷的建筑物。 桥梁一般由上部构造、下部结构、支座和附属构造物组成,上部结构又称桥跨结构,是跨越障碍的主要结构;下部结构包括桥台、桥墩和基础;支座为桥跨结构与桥墩或桥台的支承处所设置的传力装置;附属构造物则指桥头搭板、锥形护坡、护岸、导流工程等。Bridges generally refer to structures erected on rivers, lakes and seas to allow vehicles and pedestrians to pass smoothly. In order to adapt to the modern high-speed development of the transportation industry, bridges are also extended to buildings that cross mountain streams, poor geology or meet other transportation needs to make traffic more convenient. A bridge is generally composed of a superstructure, a substructure, a support and ancillary structures. The superstructure is also called a bridge span structure, which is the main structure for crossing obstacles; the substructure includes abutments, piers and foundations; Or the force transmission device installed at the supporting place of the bridge abutment; the auxiliary structures refer to the bridge head board, conical slope protection, bank protection, diversion works, etc.
经济全球化和区域经济一体化进程的加速发展,桥梁越来趋向荷载大,冲击力大,行车密度大等特点。行车车在桥梁上启动或制动、减速时,水平启动力或制动力直接作用于桥跨上,再由桥跨将水平作用力传递到桥墩。因此,桥墩的刚度和承载能力对保障行车运行安全性是至关重要的。With the accelerated development of economic globalization and regional economic integration, bridges tend to be characterized by heavy load, high impact force and high traffic density. When the driving vehicle starts or brakes or decelerates on the bridge, the horizontal starting force or braking force acts directly on the bridge span, and then the bridge span transmits the horizontal force to the bridge pier. Therefore, the stiffness and bearing capacity of bridge piers are crucial to ensure the safety of driving.
尤其是近些年,随着运输量的逐渐增大,为了保证桥梁的安全性,需要对桥梁进行减震设计,减震装置是桥梁使用寿命的重要组成部分,减震装置能够减少主桥梁与桥台间的碰撞震害。Especially in recent years, with the gradual increase of the transportation volume, in order to ensure the safety of the bridge, it is necessary to design the shock absorption of the bridge. The shock absorption device is an important part of the service life of the bridge. The shock absorption device can reduce the main bridge and Collision damage between abutments.
目前,现有技术的桥梁减震设计多从桥梁支座入手,在水平方向,通过采用结构钢将相邻的梁体固定连接,依靠结构钢自身的屈服强度进行水平方向的形变减震,因此水平方向的减震效果并不是很好。At present, the bridge damping design in the prior art mostly starts from the bridge support. In the horizontal direction, the adjacent beams are fixedly connected by using structural steel, and the deformation and shock absorption in the horizontal direction is carried out relying on the yield strength of the structural steel itself. Therefore The shock absorption effect in the horizontal direction is not very good.
上述缺陷,值得改进。The above defects are worth improving.
发明内容Contents of the invention
为了克服现有的技术的不足,本实用新型提供一种桥梁伸缩缝减振机构。In order to overcome the deficiencies of the existing technology, the utility model provides a bridge expansion joint vibration damping mechanism.
本实用新型技术方案如下所述:The technical scheme of the utility model is as follows:
一种桥梁伸缩缝减振机构,包括第一梁体、第二梁体以及桥墩,所述桥墩上分别架设有所述第一梁体以及第二梁体,所述第一梁体与所述第二梁体之间设置有伸缩缝减振装置,所述伸缩缝减振装置包括拉杆、第一顶端滑套、第一套杆弹簧、第一套环、第二顶端滑套、第二套杆弹簧以及第二套环,所述拉杆两端分别设置有所述第一顶端滑套以及所述第二顶端滑套,且所述拉杆依次穿过所述第一套杆弹簧、所述第一套环、所述第二套环以及所述第二套杆弹簧,所述第一套杆弹簧的两端分别与所述第一顶端滑套以及所述第一套环固定连接,所述第二套杆弹簧的两端分别与所述第二顶端滑套以及所述第二套环固定连接。A bridge expansion joint vibration damping mechanism, comprising a first beam body, a second beam body and a bridge pier, the first beam body and the second beam body are respectively erected on the bridge pier, the first beam body and the An expansion joint damping device is arranged between the second beams, and the expansion joint damping device includes a pull rod, a first top end sliding sleeve, a first set of rod springs, a first collar, a second top end sliding sleeve, and a second set of rod springs And the second collar, the two ends of the pull rod are respectively provided with the first top end sliding sleeve and the second top end sliding sleeve, and the pull rod passes through the first set of rod springs, the first set of ring, the second collar and the second rod spring, the two ends of the first rod spring are respectively fixedly connected with the first top end sliding sleeve and the first collar, and the second Both ends of the sleeve rod spring are respectively fixedly connected with the second top end sliding sleeve and the second collar.
进一步的,所述第一套环与所述第一梁体固定连接,所述第二套环与所述第二梁体固定连接,所述拉杆沿着所述第一套环以及所述第二套环进行左右移动。Further, the first collar is fixedly connected to the first beam body, the second collar is fixedly connected to the second beam body, and the pull rod is along the first collar and the second beam body. Two sets of rings move left and right.
进一步的,所述第一顶端滑套与所述第一梁体固定连接,所述拉杆沿着所述第一顶端滑套进行左右移动,第一所述第二顶端滑套与所述第二梁体固定连接,所述拉杆沿着所述第二顶端滑套进行左右移动。Further, the first top end sliding sleeve is fixedly connected to the first beam body, the pull rod moves left and right along the first top end sliding sleeve, the first and second top end sliding sleeves are connected to the second The beam body is fixedly connected, and the pull rod moves left and right along the second top end sliding sleeve.
进一步的,所述第一顶端滑套与所述第二顶端滑套、所述第一套杆弹簧与所述第二套杆弹簧、所述第一套环与所述第二套环均为左右对称设置。Further, the first top end sliding sleeve and the second top end sliding sleeve, the first rod spring and the second rod spring, the first collar and the second collar are all Left and right symmetrical settings.
根据上述方案的本实用新型,其有益效果在于,本实用新型通过在拉杆上设置套杆弹簧以及套环,利用弹簧以及拉杆进行水平方向的转移分解,能够缓冲水平方向的冲击应力,本实用新型安全系数高,能够节省大量人力物力,降低工程造价,缩短工期,结构简单,能够延长桥梁的使用寿命。According to the utility model of the above-mentioned scheme, its beneficial effect is that the utility model can buffer the impact stress in the horizontal direction by arranging the sleeve rod spring and the collar on the pull rod, and utilizing the spring and the pull rod to perform horizontal transfer and decomposition. The safety factor is high, a large amount of manpower and material resources can be saved, the project cost can be reduced, the construction period can be shortened, the structure is simple, and the service life of the bridge can be extended.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2为本实用新型中防尘罩的结构示意图。Fig. 2 is a structural schematic diagram of the dustproof cover in the utility model.
图3为本实用新型的具体应用示意图。Fig. 3 is a schematic diagram of the specific application of the present invention.
在图中,1、第一梁体;11、第一梁体基面。2、第二梁体;21、第二梁体基面;In the figure, 1, the first beam body; 11, the base surface of the first beam body. 2. The second beam body; 21. The base surface of the second beam body;
3、支座;4、滑动橡胶支座;5、桥墩;3. Bearing; 4. Sliding rubber bearing; 5. Pier;
6、伸缩缝减振装置;61、拉杆;62、第一顶端滑套;63、第一套杆弹簧;64、第一套环;65、第二套环;66、第二套杆弹簧;67、第二顶端滑套。6. Expansion joint damping device; 61. Pull rod; 62. The first top sliding sleeve; 63. The first rod spring; 64. The first collar; 65. The second collar; 66. The second rod spring; 67, the second top sliding sleeve.
7、防尘罩;8、剪力销。7. Dust cover; 8. Shear pin.
具体实施方式Detailed ways
下面结合附图以及实施方式对本实用新型进行进一步的描述:Below in conjunction with accompanying drawing and embodiment the utility model is further described:
如图1-3所示,一种桥梁伸缩缝减振机构,包括第一梁体1、第二梁体2以及桥墩5,桥墩5上设置有滑动橡胶支座4以及剪力销8,滑动橡胶支座4与支座3连接;剪力销8设于支座3的侧部,且剪力销8的下部与桥墩5固定连接,剪力销8用于缓冲支座的横向应力以及纵向应力;支座5分别架设有第一梁体1以及第二梁体2,第一梁体1与第二梁体2之间设置有伸缩缝减振装置6,伸缩缝减振装置6包括拉杆61、第一顶端滑套62、第一套杆弹簧63、第一套环64、第二顶端滑套65、第二套杆弹簧66以及第二套环67,拉杆61两端分别设置有第一顶端滑套61以及第二顶端滑套67,且拉杆61依次穿过第一套杆弹簧62、第一套环63、第二套环64以及第二套杆弹簧65,第一套杆弹簧62的两端分别与第一顶端滑套61以及第一套环63固定连接,第二套杆弹簧66的两端分别与第二顶端滑套67以及第二套环65固定连接。As shown in Figure 1-3, a bridge expansion joint vibration damping mechanism includes a first beam body 1, a second beam body 2 and a bridge pier 5, and the bridge pier 5 is provided with a sliding rubber bearing 4 and a shear pin 8. The rubber bearing 4 is connected to the bearing 3; the shear pin 8 is set on the side of the bearing 3, and the lower part of the shear pin 8 is fixedly connected with the pier 5, and the shear pin 8 is used to buffer the lateral stress and the longitudinal stress of the bearing. Stress; the support 5 is respectively erected with a first beam body 1 and a second beam body 2, and an expansion joint damping device 6 is arranged between the first beam body 1 and the second beam body 2, and the expansion joint vibration damping device 6 includes a tie rod 61. The first top sliding sleeve 62, the first rod spring 63, the first collar 64, the second top sliding sleeve 65, the second rod spring 66 and the second collar 67, and the two ends of the pull rod 61 are respectively provided with the first A top end sliding sleeve 61 and a second top end sliding sleeve 67, and the pull rod 61 passes through the first set of rod springs 62, the first collar 63, the second collar 64 and the second set of rod springs 65 successively, the first set of rod springs The two ends of 62 are fixedly connected with the first top sliding sleeve 61 and the first collar 63 respectively, and the two ends of the second rod spring 66 are fixedly connected with the second top sliding sleeve 67 and the second collar 65 respectively.
第一套环64与第一梁体1固定连接,且设于第一梁体基面11的下部;第二套环与第二梁体固定连接,且设于第二梁体基面21的下部,拉杆沿着第一套环以及第二套环进行左右移动。The first collar 64 is fixedly connected with the first beam body 1, and is arranged on the lower part of the first beam body base surface 11; the second collar body is fixedly connected with the second beam body, and is arranged at the lower part of the second beam body base surface 21. Move left and right with the first loop and the second loop.
第一顶端滑套62与第一梁体1固定连接,拉杆61沿着第一顶端滑套62进行左右移动,第二顶端滑套67与第二梁体2固定连接,拉杆61沿着第二顶端滑套67进行左右移动。The first top sliding sleeve 62 is fixedly connected with the first beam body 1, the pull rod 61 moves left and right along the first top sliding sleeve 62, the second top sliding sleeve 67 is fixedly connected with the second beam body 2, and the pull rod 61 moves along the second The top sliding sleeve 67 moves left and right.
第一顶端滑套62与第二顶端滑套67、第一套杆弹簧63与第二套杆弹簧66、第一套环64与第二套环65均为左右对称设置。The first top sliding sleeve 62 and the second top sliding sleeve 67 , the first rod spring 63 and the second rod spring 66 , the first collar 64 and the second collar 65 are arranged symmetrically.
优选的,在第一套环64以及第二套环65之间设置有防尘罩7,且该防尘罩7为可拉伸防尘罩,防尘罩7套在拉杆上,用于防尘防水,避免杂质油污进入套环内,同时加强对拉杆61的保护,防止拉杆61腐蚀生锈。Preferably, a dustproof cover 7 is arranged between the first collar 64 and the second collar 65, and the dustproof cover 7 is a stretchable dustproof cover, and the dustproof cover 7 is set on the pull rod for preventing It is dust-proof and waterproof, preventing impurities and oil from entering the collar, and at the same time strengthens the protection of the pull rod 61 to prevent the pull rod 61 from corroding and rusting.
优选的,在第一套杆弹簧63以及第二套杆弹簧66周围均设置有弹簧罩,弹簧罩包括第一弹簧罩以及第二弹簧罩,第一弹簧罩分别与第一顶端滑套62以及第一套环64连接,将第一套杆弹簧63以及第一套杆弹簧内的拉杆61遮盖保护,防尘防污;第二弹簧罩分别与第二顶端滑套67以及第二套环65连接,将第二套杆弹簧66以及第二套杆弹簧内的拉杆61遮盖保护。Preferably, a spring cover is provided around the first set rod spring 63 and the second cover rod spring 66, the spring cover includes the first spring cover and the second spring cover, and the first spring cover is connected with the first top end sliding sleeve 62 and the first top end sliding sleeve 62 and the second spring cover respectively. The first collar 64 is connected to cover and protect the first set rod spring 63 and the pull rod 61 in the first set rod spring to prevent dust and dirt; the second spring cover is connected with the second top end sliding sleeve 67 and the second collar 65 respectively. To connect, cover and protect the second set of rod springs 66 and the pull rod 61 in the second set of rod springs.
优选的,第一顶端滑套62与第二顶端滑套67均为液压阻尼器,即拉杆的两端分别设置液压阻尼器,用于减震。Preferably, both the first top end sliding sleeve 62 and the second top end sliding sleeve 67 are hydraulic dampers, that is, the two ends of the pull rod are respectively provided with hydraulic dampers for shock absorption.
本实用新型通过在拉杆上设置套杆弹簧以及套环,利用弹簧以及拉杆进行水平方向的转移分解,能够缓冲水平方向的冲击应力,本实用新型安全系数高,能够节省大量人力物力,降低工程造价,缩短工期,结构简单,能够延长桥梁的使用寿命。The utility model arranges the sleeve rod spring and the sleeve ring on the pull rod, uses the spring and the pull rod to carry out horizontal transfer and decomposition, and can buffer the impact stress in the horizontal direction. The utility model has a high safety factor, can save a lot of manpower and material resources, and reduce the construction cost , shorten the construction period, have a simple structure, and can prolong the service life of the bridge.
应当理解的是,对本领域普通技术人员来说,可以根据上述说明加以改进或变换,而所有这些改进和变换都应属于本实用新型所附权利要求的保护范围。It should be understood that those skilled in the art can make improvements or changes based on the above description, and all these improvements and changes should belong to the protection scope of the appended claims of the present utility model.
上面结合附图对本实用新型专利进行了示例性的描述,显然本实用新型专利的实现并不受上述方式的限制,只要采用了本实用新型专利的方法构思和技术方案进行的各种改进,或未经改进将本实用新型专利的构思和技术方案直接应用于其它场合的,均在本实用新型的保护范围内。The utility model patent has been exemplarily described above in conjunction with the accompanying drawings. Obviously, the implementation of the utility model patent is not limited by the above-mentioned methods, as long as various improvements made by the method concept and technical solutions of the utility model patent are adopted, or Directly applying the ideas and technical solutions of the utility model patent to other occasions without improvement is within the protection scope of the utility model.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110939050A (en) * | 2019-12-03 | 2020-03-31 | 亳州职业技术学院 | Sectional type concatenation bridge |
CN112144374A (en) * | 2020-09-16 | 2020-12-29 | 同济大学 | Self-resetting ring spring inhaul cable buffering system, support and bridge |
CN113622286A (en) * | 2021-07-20 | 2021-11-09 | 许尚 | Public road bridge roof beam buffering damping device |
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2019
- 2019-01-18 CN CN201920082527.1U patent/CN209555761U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110939050A (en) * | 2019-12-03 | 2020-03-31 | 亳州职业技术学院 | Sectional type concatenation bridge |
CN112144374A (en) * | 2020-09-16 | 2020-12-29 | 同济大学 | Self-resetting ring spring inhaul cable buffering system, support and bridge |
CN113622286A (en) * | 2021-07-20 | 2021-11-09 | 许尚 | Public road bridge roof beam buffering damping device |
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