CN205188800U - U type damping roof beam device of preventing falling - Google Patents
U type damping roof beam device of preventing falling Download PDFInfo
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- CN205188800U CN205188800U CN201521015171.8U CN201521015171U CN205188800U CN 205188800 U CN205188800 U CN 205188800U CN 201521015171 U CN201521015171 U CN 201521015171U CN 205188800 U CN205188800 U CN 205188800U
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Abstract
本实用新型提供了一种U型阻尼防落梁装置,其包括相互平行设置的上连接板和下连接板,所述上连接板的一端与所述下连接板的一端之间通过U形板相连接;其中,所述上连接板通过多个第一螺栓与预埋在梁体底部的第一埋板连接,所述下连接板通过多个第二螺栓与预埋在桥墩顶部的第二埋板连接。本实用新型的U型阻尼防落梁装置,可有效阻止落梁,其具有安装方便,更换快捷的优点。
The utility model provides a U-shaped damping anti-drop beam device, which comprises an upper connecting plate and a lower connecting plate arranged parallel to each other, and a U-shaped plate is passed between one end of the upper connecting plate and one end of the lower connecting plate. connected; wherein, the upper connecting plate is connected with the first buried plate embedded at the bottom of the beam body through a plurality of first bolts, and the lower connecting plate is connected with the second embedded plate embedded at the top of the pier through a plurality of second bolts. Buried board connections. The U-shaped damping anti-falling beam device of the utility model can effectively prevent falling beams, and has the advantages of convenient installation and quick replacement.
Description
技术领域technical field
本实用新型有关于一种防落梁装置,尤其有关于一种桥梁结构技术领域的U型阻尼防落梁装置。The utility model relates to an anti-falling beam device, in particular to a U-shaped damping anti-falling beam device in the technical field of bridge structures.
背景技术Background technique
我国是一个地震多发国家,特别是华北、西北、西南三大地震活动区,都有地震落梁破坏的实例。落梁破坏势必造成严重的交通中断,延缓了救援,损失是巨大的。在我国抗震设计规范中规定,为防止纵、横向落梁,常采取挡块、锚栓、钢托架式等防落梁构造。my country is an earthquake-prone country, especially in the three seismically active regions of North China, Northwest China, and Southwest China. There are examples of beam damage caused by earthquakes. The damage caused by falling beams is bound to cause serious traffic interruption, delay rescue, and cause huge losses. In my country's seismic design code, it is stipulated that in order to prevent vertical and horizontal beams from falling, stoppers, anchor bolts, steel brackets and other anti-falling beam structures are often adopted.
现有的防落梁措施主要是通过构造措施在与梁体保持一定距离的位置设置脆性混凝土挡块,从而达到将梁体的横向位移和纵向位移量控制在一定范围内的目的。这种措施的缺点是在地震作用下梁体会对挡块造成冲撞,当烈度较高的地震来袭时,脆性混凝土挡块易发生脆性剪切破坏而失效,导致桥梁落梁破坏,且当脆性混凝土挡块因破坏失效需要更换时,也不易进行操作。The existing anti-fall beam measures are mainly to set brittle concrete stoppers at a certain distance from the beam body through structural measures, so as to achieve the purpose of controlling the lateral displacement and longitudinal displacement of the beam body within a certain range. The disadvantage of this measure is that the beam body will collide with the block under the action of an earthquake. When a high-intensity earthquake strikes, the brittle concrete block is prone to brittle shear failure and fails, resulting in the failure of the bridge falling beam, and when the brittle concrete block When the concrete block needs to be replaced due to damage and failure, it is not easy to operate.
因此,有必要提供一种新型的防落梁装置,来克服上述缺陷。Therefore, it is necessary to provide a novel anti-drop beam device to overcome the above-mentioned defects.
实用新型内容Utility model content
本实用新型的目的是提供一种U型阻尼防落梁装置,可有效阻止落梁,其具有安装方便,更换快捷的优点。The purpose of the utility model is to provide a U-shaped damping anti-falling beam device, which can effectively prevent falling beams, and has the advantages of convenient installation and quick replacement.
本实用新型的上述目的可采用下列技术方案来实现:Above-mentioned purpose of the utility model can adopt following technical scheme to realize:
本实用新型提供一种U型阻尼防落梁装置,其包括相互平行设置的上连接板和下连接板,所述上连接板的一端与所述下连接板的一端之间通过U形板相连接;其中,所述上连接板通过多个第一螺栓与预埋在梁体底部的第一埋板连接,所述下连接板通过多个第二螺栓与预埋在桥墩顶部的第二埋板连接。The utility model provides a U-shaped damping anti-drop beam device, which comprises an upper connecting plate and a lower connecting plate arranged parallel to each other, and one end of the upper connecting plate is connected to one end of the lower connecting plate through a U-shaped plate. connection; wherein, the upper connecting plate is connected with the first buried plate pre-buried at the bottom of the beam body through a plurality of first bolts, and the lower connecting plate is connected with the second buried plate pre-buried at the top of the pier through a plurality of second bolts. board connection.
在优选的实施方式中,所述下连接板上设置有与所述多个第二螺栓相配合的多个第二圆孔。In a preferred embodiment, the lower connecting plate is provided with a plurality of second round holes matched with the plurality of second bolts.
在优选的实施方式中,所述上连接板上设置有与所述多个第一螺栓相配合的多个第一圆孔。In a preferred embodiment, the upper connecting plate is provided with a plurality of first circular holes matched with the plurality of first bolts.
在优选的实施方式中,所述上连接板上设置有与所述多个第一螺栓相配合的多个长圆孔,所述第一螺栓在所述长圆孔中滑动设置。In a preferred embodiment, the upper connection plate is provided with a plurality of oblong holes for matching with the plurality of first bolts, and the first bolts are slidably arranged in the oblong holes.
在优选的实施方式中,所述第一圆孔为四个,四个所述第一圆孔两两并排设置在所述上连接板上;所述第二圆孔为四个,四个所述第二圆孔两两并排设置在所述下连接板上。In a preferred embodiment, there are four first circular holes, and the four first circular holes are arranged side by side on the upper connecting plate; there are four second circular holes, and the four first circular holes are The second circular holes are arranged in pairs on the lower connecting plate side by side.
在优选的实施方式中,所述长圆孔为四个,四个所述长圆孔两两并排设置在所述上连接板上;所述第二圆孔为四个,四个所述第二圆孔两两并排设置在所述下连接板上。In a preferred embodiment, there are four oblong holes, and the four oblong holes are arranged side by side on the upper connecting plate; there are four second round holes, and the four second round holes Two holes are arranged side by side on the lower connecting plate.
在优选的实施方式中,所述上连接板的宽度和所述下连接板的宽度均大于或等于所述U形板的宽度。In a preferred embodiment, the width of the upper connecting plate and the width of the lower connecting plate are greater than or equal to the width of the U-shaped plate.
在优选的实施方式中,所述上连接板、所述下连接板和所述U形板一体成型。In a preferred embodiment, the upper connecting plate, the lower connecting plate and the U-shaped plate are integrally formed.
本实用新型的U型阻尼防落梁装置的特点及优点是:该U型阻尼防落梁装置结构简单,安装更换方便。在正常运营情况下,该U型阻尼防落梁装置并不参与工作,其不承受任何竖向力以及水平力的作用;在地震作用下,该U型阻尼防落梁装置会转化成防落梁拉杆,由于上连接板与下连接板之间形成有一定的缓冲空间,且二者通过U形板相互连接,使得上连接板与下连接板具有一定的压力弹性,在梁体产生振动的情况下,可有效阻止落梁情况的发生。The characteristics and advantages of the U-shaped damping and anti-falling beam device of the present utility model are: the U-shaped damping and anti-falling beam device has a simple structure and is convenient for installation and replacement. Under normal operating conditions, the U-shaped damping anti-fall beam device does not participate in the work, and it does not bear any vertical force and horizontal force; under the action of an earthquake, the U-shaped damping anti-fall beam device will be converted into an anti-fall Beam tie rods, because there is a certain buffer space between the upper connecting plate and the lower connecting plate, and the two are connected to each other through a U-shaped plate, so that the upper connecting plate and the lower connecting plate have a certain pressure elasticity, and when the beam body vibrates Under certain circumstances, it can effectively prevent the occurrence of falling beams.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some implementations of the present invention. For example, those of ordinary skill in the art can also obtain other drawings based on these drawings on the premise of not paying creative efforts.
图1为本实用新型的U型阻尼防落梁装置的第一实施例的主视图。Fig. 1 is the front view of the first embodiment of the U-shaped damping anti-falling beam device of the present invention.
图2为本实用新型的U型阻尼防落梁装置的第一实施例的侧视图。Fig. 2 is a side view of the first embodiment of the U-shaped damping anti-fall beam device of the present invention.
图3为本实用新型的U型阻尼防落梁装置的第二实施例的主视图。Fig. 3 is a front view of the second embodiment of the U-shaped damping anti-fall beam device of the present invention.
图4为本实用新型的U型阻尼防落梁装置的第二实施例的侧视图。Fig. 4 is a side view of the second embodiment of the U-shaped damping anti-fall beam device of the present invention.
图5为本实用新型的U型阻尼防落梁装置连接在梁体和桥墩上的结构示意图。Fig. 5 is a schematic diagram of the structure of the U-shaped damping anti-fall beam device connected to the beam body and the bridge pier of the present invention.
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,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
如图1至图4所示,本实用新型提供了一种U型阻尼防落梁装置,其包括相互平行设置的上连接板1和下连接板2,所述上连接板1的一端与所述下连接板2的一端之间通过U形板3相连接;其中,所述上连接板1通过多个第一螺栓与预埋在梁体4底部的第一埋板41连接,所述下连接板2通过多个第二螺栓与预埋在桥墩5顶部的第二埋板51连接。As shown in Figures 1 to 4, the utility model provides a U-shaped damping anti-drop beam device, which includes an upper connecting plate 1 and a lower connecting plate 2 arranged parallel to each other, one end of the upper connecting plate 1 is connected to the One end of the lower connecting plate 2 is connected through a U-shaped plate 3; wherein, the upper connecting plate 1 is connected to the first embedded plate 41 pre-embedded in the bottom of the beam body 4 through a plurality of first bolts, and the lower connecting plate 1 The connecting plate 2 is connected to the second embedded plate 51 pre-embedded on the top of the pier 5 through a plurality of second bolts.
具体是,上连接板1大体为长方形板状,下连接板2大体为长方形板状,上连接板1与下连接板2相互平行且上下相对设置。Specifically, the upper connecting plate 1 is generally in the shape of a rectangular plate, and the lower connecting plate 2 is generally in the shape of a rectangular plate. The upper connecting plate 1 and the lower connecting plate 2 are arranged parallel to each other and facing each other up and down.
U形板3大体呈U形形状,其两自由端分别连接在上连接板1和下连接板2上,从而使组成的该U型阻尼防落梁装置大体呈U形形状。在本实施例中,该上连接板1、下连接板2和U形板3一体成型,在加工制造时可以使用一个模具进行生产,且无需进行再次装配。The U-shaped plate 3 is generally U-shaped, and its two free ends are respectively connected to the upper connecting plate 1 and the lower connecting plate 2, so that the U-shaped damping anti-fall beam device formed is generally U-shaped. In this embodiment, the upper connecting plate 1 , the lower connecting plate 2 and the U-shaped plate 3 are integrally formed, and one mold can be used for production during manufacturing without reassembly.
在本实用新型的一实施例中,上连接板1的宽度和下连接板2的宽度相等,二者均大于或等于U形板3的宽度。In one embodiment of the present invention, the width of the upper connecting plate 1 and the width of the lower connecting plate 2 are equal, and both are greater than or equal to the width of the U-shaped plate 3 .
请配合参阅图5所示,该U型阻尼防落梁装置在具体实施时,设置在梁体4和桥墩5之间,该U型阻尼防落梁装置可分为固定型和活动型两种,固定型的U型阻尼防落梁装置设置在梁体4的固定端,活动型的U型阻尼防落梁装置设置在梁体4的活动端。其中,于梁体4的底部连接有第一埋板41,于桥墩5的顶部连接有第二埋板51,该U型阻尼防落梁装置的上连接板1通过多个第一螺栓连接在第一埋板41上,该U型阻尼防落梁装置的下连接板2通过多个第二螺栓连接在第二埋板51上。Please refer to Figure 5, the U-shaped damping and anti-falling beam device is installed between the beam body 4 and the pier 5 during specific implementation, and the U-shaped damping and anti-falling beam device can be divided into two types: fixed type and movable type , the fixed U-shaped damping anti-drop beam device is arranged at the fixed end of the beam body 4, and the movable U-shaped damping anti-fall beam device is arranged at the movable end of the beam body 4. Wherein, a first buried plate 41 is connected to the bottom of the beam body 4, and a second buried plate 51 is connected to the top of the pier 5, and the upper connecting plate 1 of the U-shaped damping anti-fall beam device is connected to the bottom of the beam body 4 by a plurality of first bolts On the first buried plate 41 , the lower connecting plate 2 of the U-shaped damping anti-drop beam device is connected to the second buried plate 51 by a plurality of second bolts.
本实用新型的U型阻尼防落梁装置,结构简单,安装更换方便。在正常运营情况下,该U型阻尼防落梁装置并不参与工作,其不承受任何竖向力以及水平力的作用;在地震作用下,该U型阻尼防落梁装置会转化成防落梁拉杆,由于上连接板1与下连接板2之间形成有一定的缓冲空间,且二者通过U形板3相互连接,使得上连接板1与下连接板2具有一定的变形弹性,在梁体4产生振动的情况下,可有效阻止落梁情况的发生。该U型阻尼防落梁装置的水平受力可以是任意方向,可以兼顾梁体4的横桥向和纵桥向。The U-shaped damping anti-falling beam device of the utility model has a simple structure and is convenient for installation and replacement. Under normal operating conditions, the U-shaped damping anti-fall beam device does not participate in the work, and it does not bear any vertical force and horizontal force; under the action of an earthquake, the U-shaped damping anti-fall beam device will be converted into an anti-fall Beam tie rods, because there is a certain buffer space between the upper connecting plate 1 and the lower connecting plate 2, and the two are connected to each other through the U-shaped plate 3, so that the upper connecting plate 1 and the lower connecting plate 2 have a certain deformation elasticity. When the beam body 4 vibrates, it can effectively prevent the beam from falling. The horizontal force of the U-shaped damping and anti-drop beam device can be in any direction, and both the transverse and longitudinal directions of the beam body 4 can be considered.
进一步的,在一实施方式中,如图1和图2所示,该上连接板1上设有多个第一圆孔11,多个第一螺栓穿设在多个第一圆孔11内,实现将该上连接板1固定连接在第一埋板41上的目的;该下连接板2上设有多个第二圆孔21,多个第二螺栓穿设在多个第二圆孔21内,实现将下连接板2固定连接在第二埋板51上的目的。在本实施例中,第一圆孔11为四个,四个第一圆孔11两两并排设置在上连接板1上;第二圆孔21为四个,四个第二圆孔21两两并排设置在下连接板2上。第一圆孔11和第二圆孔21上下相对设置。该实施方式中的U型阻尼防落梁装置为一种固定型阻尼防落梁装置,其可适应于梁体4的竖向位移变化。在地震作用下,当梁体4与桥墩5有相对位移时,上连接板1和下连接板2在纵向会发生履带式滚动变形并产生阻尼,同时上连接板1和下连接板2横向可发生水平相对转动并产生阻尼,上连接板1和下连接板2竖向可发生平行位移并产生阻尼。该实施方式中的U型阻尼防落梁装置具有阻尼耗能作用。Further, in one embodiment, as shown in FIG. 1 and FIG. 2 , the upper connecting plate 1 is provided with a plurality of first round holes 11 , and a plurality of first bolts are penetrated in the plurality of first round holes 11 , to achieve the purpose of fixedly connecting the upper connecting plate 1 to the first buried plate 41; the lower connecting plate 2 is provided with a plurality of second round holes 21, and a plurality of second bolts are penetrated in the plurality of second round holes 21, the purpose of fixing the lower connecting plate 2 to the second buried plate 51 is realized. In this embodiment, there are four first round holes 11, and the four first round holes 11 are arranged side by side on the upper connecting plate 1; there are four second round holes 21, and the four second round holes 21 are arranged in pairs. Two are arranged side by side on the lower connecting plate 2. The first circular hole 11 and the second circular hole 21 are vertically opposite to each other. The U-shaped damping and anti-falling beam device in this embodiment is a fixed damping and anti-falling beam device, which can adapt to changes in the vertical displacement of the beam body 4 . Under earthquake action, when the girder body 4 and the pier 5 have relative displacement, the upper connecting plate 1 and the lower connecting plate 2 will experience crawler rolling deformation and damping in the longitudinal direction, while the upper connecting plate 1 and the lower connecting plate 2 can move horizontally The horizontal relative rotation occurs and damping occurs, and the upper connecting plate 1 and the lower connecting plate 2 can vertically displace in parallel and generate damping. The U-shaped damping anti-fall beam device in this embodiment has the function of damping energy consumption.
在另一实施方式中,如图3和图4所示,该上连接板1上设有多个长圆孔12,多个第一螺栓可滑动地穿设在多个长圆孔12内,实现将该上连接板1连接在第一埋板41上的目的,长圆孔12的长度为粱端设计位移,可适应梁体4与桥墩5正常工作时的相对位移;该下连接板2上设有多个第二圆孔21,多个第二螺栓穿设在多个第二圆孔21内,实现将下连接板2固定连接在第二埋板51上的目的。在本实施例中,长圆孔12为四个,四个长圆孔12两两并排设置在上连接板1上;第二圆孔21为四个,四个第二圆孔21两两并排设置在下连接板2上。长圆孔12与第二圆孔21上下相对设置。该实施方式中的U型阻尼防落梁装置为一种活动型阻尼防落梁装置,其可适应于梁体4的竖向和水平向位移变化,在地震作用下,当梁体4与桥墩5的纵向相对位移超出长圆孔12的长度时,上连接板1和下连接板2在纵向会发生履带式滚动变形并产生阻尼,同时上连接板1和下连接板2横向可发生水平相对转动并产生阻尼,上连接板1和下连接板2竖向可发生平行位移并产生阻尼。该实施方式中的U型阻尼防落梁装置具有阻尼耗能作用。In another embodiment, as shown in Fig. 3 and Fig. 4, the upper connecting plate 1 is provided with a plurality of oblong holes 12, and a plurality of first bolts are slidably penetrated in the plurality of oblong holes 12, so as to realize the The purpose of this upper connecting plate 1 being connected on the first buried plate 41, the length of the oblong hole 12 is the design displacement of the beam end, which can adapt to the relative displacement of the beam body 4 and the bridge pier 5 when they work normally; the lower connecting plate 2 is provided with A plurality of second round holes 21 , and a plurality of second bolts are penetrated in the plurality of second round holes 21 , so as to achieve the purpose of fixedly connecting the lower connecting plate 2 to the second buried plate 51 . In this embodiment, there are four oblong holes 12, and the four oblong holes 12 are arranged side by side on the upper connecting plate 1; the number of second round holes 21 is four, and the four second round holes 21 are arranged side by side on the bottom. on connection board 2. The oblong hole 12 and the second round hole 21 are vertically opposite to each other. The U-shaped damping anti-fall beam device in this embodiment is a movable damping anti-fall beam device, which can adapt to the vertical and horizontal displacement changes of the beam body 4. Under the action of an earthquake, when the beam body 4 and the bridge pier When the longitudinal relative displacement of 5 exceeds the length of the oblong hole 12, the upper connecting plate 1 and the lower connecting plate 2 will experience crawler rolling deformation and damping in the longitudinal direction, and at the same time, the upper connecting plate 1 and the lower connecting plate 2 can rotate horizontally relative to each other And generate damping, the upper connecting plate 1 and the lower connecting plate 2 can have parallel displacement vertically and generate damping. The U-shaped damping anti-fall beam device in this embodiment has the function of damping energy consumption.
以上所述仅为本实用新型的几个实施例,本领域的技术人员依据申请文件公开的内容可以对本实用新型实施例进行各种改动或变型而不脱离本实用新型的精神和范围。The above are only a few embodiments of the present utility model, and those skilled in the art can make various changes or modifications to the embodiments of the present utility model according to the contents disclosed in the application documents without departing from the spirit and scope of the present utility model.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521015171.8U CN205188800U (en) | 2015-12-09 | 2015-12-09 | U type damping roof beam device of preventing falling |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521015171.8U CN205188800U (en) | 2015-12-09 | 2015-12-09 | U type damping roof beam device of preventing falling |
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| Publication Number | Publication Date |
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| CN205188800U true CN205188800U (en) | 2016-04-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201521015171.8U Expired - Lifetime CN205188800U (en) | 2015-12-09 | 2015-12-09 | U type damping roof beam device of preventing falling |
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| CN (1) | CN205188800U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421219A (en) * | 2015-12-09 | 2016-03-23 | 中国铁道科学研究院铁道建筑研究所 | U-shaped damping beam falling preventing device |
| CN108457170A (en) * | 2018-04-27 | 2018-08-28 | 浙江大学宁波理工学院 | Anti-seismic structure between bridge pier and bridge plate |
| CN111691286A (en) * | 2020-06-05 | 2020-09-22 | 中交第二公路勘察设计研究院有限公司 | Suspension bridge hinged energy-consuming damping buckle structure |
-
2015
- 2015-12-09 CN CN201521015171.8U patent/CN205188800U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421219A (en) * | 2015-12-09 | 2016-03-23 | 中国铁道科学研究院铁道建筑研究所 | U-shaped damping beam falling preventing device |
| CN108457170A (en) * | 2018-04-27 | 2018-08-28 | 浙江大学宁波理工学院 | Anti-seismic structure between bridge pier and bridge plate |
| CN108457170B (en) * | 2018-04-27 | 2019-08-23 | 浙江大学宁波理工学院 | Anti-seismic structure between bridge pier and bridge plate |
| CN111691286A (en) * | 2020-06-05 | 2020-09-22 | 中交第二公路勘察设计研究院有限公司 | Suspension bridge hinged energy-consuming damping buckle structure |
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