CN116289509B - Multistage limiting-self-resetting element for full-assembled bridge of swinging bearing platform - Google Patents

Multistage limiting-self-resetting element for full-assembled bridge of swinging bearing platform Download PDF

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CN116289509B
CN116289509B CN202310289992.3A CN202310289992A CN116289509B CN 116289509 B CN116289509 B CN 116289509B CN 202310289992 A CN202310289992 A CN 202310289992A CN 116289509 B CN116289509 B CN 116289509B
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box body
lower box
self
upper box
inner cavity
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CN116289509A (en
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苏俊省
娄策翔
李忠献
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Tianjin University
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/02Piers; Abutments ; Protecting same against drifting ice
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • E02D27/14Pile framings, i.e. piles assembled to form the substructure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The multistage limiting-self-resetting element for the full-assembled bridge of the swinging bearing platform comprises a lower box body and an upper box body, wherein the top surface of the lower box body is transparent, the bottom surface of the upper box body is transparent, and the bottom end of the upper box body is inserted into the lower box body; an inner box body is arranged in the lower box body, the inner box body is transparent up and down, the bottom end of the inner box body is fixedly connected with the bottom surface of the inner cavity of the lower box body, a containing groove is formed between the side wall of the lower box body and the side wall of the inner box body, and the side wall of the upper box body extends into the containing groove; a plurality of breakable bearing pieces are arranged in the accommodating groove along the circumferential direction, and the bottom end surface of the upper box body is abutted to the top surfaces of the breakable bearing pieces; the inner box body is internally provided with a multistage elastic mechanism, the top end of the multistage elastic mechanism is fixedly connected with the top surface of the inner cavity of the upper box body, and the bottom end of the multistage elastic mechanism is fixedly connected with the bottom surface of the inner cavity of the lower box body. The invention fully utilizes the structural characteristics of the fully assembled bridge of the swinging bearing platform, organically combines a plurality of breakable bearing pieces with the elastic structure, further realizes the limit and self-resetting requirements of the swinging bridge under different earthquake grades, and improves the earthquake-resistant toughness.

Description

一种用于摇摆承台全装配式桥梁的多级限位-自复位元件A multi-level limit-self-returning component for fully assembled bridges with swing caps

技术领域Technical field

本发明涉及于桥梁工程与地震工程技术领域,特别是涉及一种用于摇摆承台全装配式桥梁的多级限位-自复位元件。The invention relates to the technical fields of bridge engineering and earthquake engineering, and in particular to a multi-level limiting-self-returning element for a fully assembled bridge with a swing cap.

背景技术Background technique

近年来,国际上针对城市震后重建难度大、时间长、社会代价巨大等问题,提出了减小震后修复成本的城市抗震韧性概念。桥梁作为城市交通的重要节点,是城市抗震韧性的重要组成部分。因此,发展桥梁抗震韧性技术,对提高整个城市系统的抗震韧性至关重要。装配式桥梁的抗震性能是制约其在强震区推广使用的关键。对此,有专家和学者提出了通过摇摆自复位实现桥梁震后低损伤和可快速修复的摇摆桥梁体系来提高装配式桥梁的抗震韧性。现有摇摆桥梁体系主要包括摇摆基础和摇摆桥墩两种形式,其中摇摆基础结构由于土体变形会导致桥梁结构的震后残余变形,影响桥梁震后可恢复性能;摇摆桥墩结构存在开合界面尺寸较小,影响耗能元件布置及变形,导致耗能效率较低的问题。In recent years, the international community has proposed the concept of urban seismic resilience to reduce post-earthquake repair costs in response to problems such as the difficulty, long time, and huge social costs of urban post-earthquake reconstruction. As an important node of urban transportation, bridges are an important part of the city's earthquake resilience. Therefore, the development of bridge seismic resilience technology is crucial to improving the seismic resilience of the entire urban system. The seismic performance of prefabricated bridges is the key to restricting their promotion and use in strong earthquake areas. In this regard, some experts and scholars have proposed a rocking bridge system that achieves low post-earthquake damage and rapid repair through rocking self-returning to improve the seismic toughness of prefabricated bridges. The existing swing bridge system mainly includes two forms: swing foundation and swing pier. The swing foundation structure will cause post-earthquake residual deformation of the bridge structure due to soil deformation, affecting the post-earthquake recovery performance of the bridge; the swing pier structure has opening and closing interface dimensions. Smaller, it affects the layout and deformation of energy-consuming components, resulting in lower energy-consuming efficiency.

针对现有摇摆桥梁体系的形式较难满足城市桥梁抗震韧性重大需求的问题,以及摇摆承台体积大,重量过重等缺点,基于分离式摇摆承台的摇摆桥梁结构体系应运而生,该体系将摇摆承台分成上下两个承台,以便能够减轻整体承台的重量并且方便运输和装配。分离式摇摆承台桥梁结构体系可以通过承台的摇摆实现地震作用下的摇摆自复位,降低地震损伤,提高抗震韧性。分离式摇摆承台桥梁结构体系上下承台间具有更大摇摆空间,地震作用下具有更大的容许摇摆幅度,现有的基于预应力钢筋或其它单一复位元件的自复位方式无法满足相应的自复位需求。且现有的摇摆桥梁结构通过单一自复位元件实现自复位功能,无法实现摇摆桥梁在不同地震水平下的不同自复位需求。另外,桥墩摇摆过大可能导致落梁以及倾覆等桥梁破坏,需要在考虑充分发挥摇摆桥梁体系作用的同时,兼顾允许摇摆角的最大取值,对摇摆过程进行必要限制。In order to solve the problem that the form of the existing swing bridge system is difficult to meet the major demand for seismic toughness of urban bridges, as well as the shortcomings of the swing cap being large and overweight, a swing bridge structural system based on a separate swing cap was developed. This system The swing bearing platform is divided into upper and lower bearing platforms to reduce the weight of the overall bearing platform and facilitate transportation and assembly. The bridge structure system with separate rocking caps can achieve self-returning of the rocking under earthquake action through the rocking of the caps, reducing seismic damage and improving seismic toughness. The bridge structure system with separate swing caps has a larger swing space between the upper and lower caps, and a larger allowable swing amplitude under earthquake action. The existing self-resetting method based on prestressed steel bars or other single reset elements cannot meet the corresponding self-returning requirements. Reset required. Moreover, the existing swing bridge structure realizes the self-reset function through a single self-reset element, which cannot meet the different self-reset requirements of the swing bridge under different earthquake levels. In addition, excessive sway of the bridge piers may lead to bridge damage such as falling beams and overturning. It is necessary to take into account the maximum allowable sway angle while giving full play to the role of the sway bridge system, and impose necessary restrictions on the sway process.

发明内容Contents of the invention

本发明的目的是提供一种用于摇摆承台全装配式桥梁的多级限位-自复位元件,以解决上述现有技术中存在的问题。The purpose of the present invention is to provide a multi-level limiting-self-returning element for a fully assembled bridge with a swing bearing platform, so as to solve the above-mentioned problems existing in the prior art.

一种用于摇摆承台全装配式桥梁的多级限位-自复位元件,安装在摇摆承台的上下承台之间,包括下盒体和上盒体,所述下盒体的顶面通透,所述上盒体的底面通透,所述下盒体的高度小于所述上盒体的高度,所述上盒体的长度和宽度均小于所述下盒体的长度和宽度;所述上盒体的底端由上到下插入到所述下盒体中;所述下盒体内还设置有内盒体,所述内盒体上下通透且底端面与所述下盒体的内腔底面固定连接,所述内盒体的顶端面与所述下盒体的顶端面齐平,所述下盒体的侧壁与所述内盒体的侧壁之间形成有容纳槽,所述上盒体的侧壁伸入到所述容纳槽中;所述容纳槽中沿周向设置有若干个可断裂承载件,所述上盒体的底端面抵接在若干所述可断裂承载件的顶面;所述内盒体内还设置有多级弹力机构,所述多级弹力机构的顶端与所述上盒体的内腔顶面固接且底面与所述下盒体的内腔底面固接。A multi-level limiting-self-returning element for a fully assembled bridge with a swinging platform, which is installed between the upper and lower supporting platforms of the swinging platform and includes a lower box body and an upper box body. The top surface of the lower box body Transparent, the bottom surface of the upper box is transparent, the height of the lower box is smaller than the height of the upper box, and the length and width of the upper box are smaller than the length and width of the lower box; The bottom end of the upper box body is inserted into the lower box body from top to bottom; the lower box body is also provided with an inner box body, the inner box body is transparent up and down, and the bottom end surface is in contact with the lower box body The bottom surface of the inner cavity is fixedly connected, the top surface of the inner box body is flush with the top surface of the lower box body, and a receiving groove is formed between the side wall of the lower box body and the side wall of the inner box body. , the side wall of the upper box extends into the accommodating groove; a plurality of breakable bearing members are provided in the accommodating groove along the circumferential direction, and the bottom end surface of the upper box abuts on several of the breakable bearing members. The top surface of the broken bearing member; the inner box body is also provided with a multi-level elastic mechanism, the top end of the multi-level elastic mechanism is fixedly connected to the top surface of the inner cavity of the upper box body, and the bottom surface is connected to the inner cavity top surface of the lower box body. The bottom surface of the inner cavity is fixed.

优选的,所述可断裂承载件包括水平设置在所述容纳槽内的剪力键,所述剪力键垂直于所述下盒体的侧面,所述下盒体的侧壁与所述剪力键对应的位置开设有第一矩形销孔,所述内盒体的侧壁与所述剪力键对应的位置开设有第二矩形销孔,所述第二矩形销孔与对应的所述第一矩形销孔同轴线设置;所述剪力键穿设在所述第一矩形销孔和所述第二矩形销孔内;所述上盒体的底端面抵接在若干所述剪力键的顶面。Preferably, the breakable bearing member includes a shear key arranged horizontally in the receiving groove, the shear key is perpendicular to the side of the lower box, and the side wall of the lower box is in contact with the shear key. A first rectangular pin hole is provided at a position corresponding to the force key, and a second rectangular pin hole is provided on the side wall of the inner box at a position corresponding to the shear key, and the second rectangular pin hole is in contact with the corresponding The first rectangular pin hole is arranged coaxially; the shear force key is disposed in the first rectangular pin hole and the second rectangular pin hole; the bottom end surface of the upper box body abuts on a plurality of the shear force keys; The top surface of the force key.

优选的,所述多级弹力机构包括固接在所述下盒体内腔底面中部的橡胶块,所述橡胶块内竖直穿设有若干个一级自复位弹簧,若干所述一级自复位弹簧沿所述橡胶块的长中轴线等间距排布,所述一级自复位弹簧的顶端与所述上盒体的内腔顶面固接,所述一级自复位弹簧的底端与所述下盒体的内腔底面固接;所述橡胶块内位于长中轴线两侧的位置对称竖直穿设有若干个二级自复位弹簧;所述二级自复位弹簧的底端与所述下盒体的内腔底面固接且顶端悬空;所述二级自复位弹簧的高度小于所述一级自复位弹簧的高度,所述橡胶块的高度小于所述二级自复位弹簧的高度,所述上盒体的高度小于所述橡胶块的高度。Preferably, the multi-level elastic mechanism includes a rubber block fixed in the middle of the bottom surface of the inner cavity of the lower box. Several first-level self-returning springs are vertically penetrated in the rubber block. The springs are arranged at equal intervals along the long central axis of the rubber block. The top end of the first-level self-returning spring is fixedly connected to the top surface of the inner cavity of the upper box body. The bottom end of the first-level self-returning spring is connected to the top surface of the inner cavity of the upper box body. The bottom surface of the inner cavity of the lower box body is fixed; several secondary self-returning springs are symmetrically and vertically penetrated in the rubber block on both sides of the long central axis; the bottom end of the secondary self-returning spring is connected to the The bottom surface of the inner cavity of the lower box is fixed and the top is suspended; the height of the secondary self-returning spring is smaller than the height of the primary self-returning spring, and the height of the rubber block is smaller than the height of the secondary self-returning spring. , the height of the upper box body is smaller than the height of the rubber block.

优选的,所述上盒体的底端面对称向两侧延伸形成有第一翼缘,所述下盒体的顶端面向所述容纳槽的方向延伸并形成有第二翼缘,所述内盒体的顶端面向所述容纳槽的方向延伸并形成有第三翼缘,所述第二翼缘到所述第三翼缘之间的距离大于所述上盒体的侧壁厚度,所述第一翼缘的宽度小于所述容纳槽的宽度且大于所述第二翼缘到所述第三翼缘之间的距离。Preferably, the bottom end surface of the upper box body is symmetrically extended to both sides to form a first flange, the top end of the lower box body is extended toward the direction of the receiving groove and is formed with a second flange, and the inner box is The top end of the body extends in the direction of the receiving groove and is formed with a third flange. The distance from the second flange to the third flange is greater than the thickness of the side wall of the upper box body. The width of a flange is smaller than the width of the receiving groove and larger than the distance between the second flange and the third flange.

优选的,所述上盒体的顶面开设有若干个顶部栓钉孔,所述下盒体的底面开设有若干个底部栓钉孔。Preferably, the top surface of the upper box body is provided with several top peg holes, and the bottom surface of the lower box body is provided with several bottom peg holes.

本发明公开了以下技术效果:The invention discloses the following technical effects:

1.本发明可以配合预应力筋,为分离式摇摆承台桥梁结构体系提供自复位性能;通过不同组件的有效组合,形成梯级限位和自复位元件;多级限位元件-自复位元件既可限定桥梁在不同地震等级下的摇摆幅度,又可为不同摇摆幅度的桥墩提供不同的自复位力;多级限位和自复位的有机结合,可实现分离式摇摆承台桥梁结构体系在不同地震等级下的多级自复位需求。1. The present invention can cooperate with prestressed tendons to provide self-returning performance for the separated swing cap bridge structural system; through the effective combination of different components, step limiting and self-returning elements are formed; multi-level limiting elements-self-returning elements are both It can limit the swing amplitude of the bridge under different earthquake levels, and can provide different self-returning forces for bridge piers with different swing amplitudes; the organic combination of multi-level limiting and self-resetting can realize the separation of the swing cap bridge structural system in different Multi-level self-resetting requirements under earthquake levels.

2.本发明独立成体,在工作过程中对桥梁主体结构的影响较小,通过为摇摆桥梁提供自复位能力,可降低桥梁结构在地震下的损伤和残余位移,提高的桥梁的抗震韧性;且本发明相较于传统的限位形式,还可以实现桥梁结构在不同地震下的分级破坏目标,保障桥梁结构在不同地震设防目标下达到相应的韧性水准。2. The present invention is an independent body and has little impact on the main structure of the bridge during operation. By providing self-resetting capabilities for the swing bridge, it can reduce the damage and residual displacement of the bridge structure under earthquakes and improve the seismic toughness of the bridge; and Compared with the traditional limiting form, the present invention can also achieve graded damage targets of the bridge structure under different earthquakes, ensuring that the bridge structure reaches corresponding toughness levels under different earthquake fortification targets.

3.本发明创新地将提供多级自复位力和多级限位两种功能集于一体,有利于简化设计、节约空间,进而减小施工难度以及降低造价;同时,本元件的布置还可约束分离式承台横向滑移,提高摇摆承台在横向的稳定性;另外,本发明的盒体结构能够为内部多级弹力机构提供较好保护,避免在正常使用阶段元件的提前失效,如橡胶的老化、钢材的锈蚀等。3. The present invention innovatively integrates the two functions of providing multi-level self-returning force and multi-level limiting into one, which is conducive to simplifying the design, saving space, thereby reducing the difficulty of construction and reducing the cost; at the same time, the layout of this component can also It restrains the lateral sliding of the separated platform and improves the lateral stability of the swing platform; in addition, the box structure of the present invention can provide better protection for the internal multi-level elastic mechanism to avoid premature failure of components during normal use, such as Aging of rubber, corrosion of steel, etc.

4.本发明可以在工厂预制,施工现场安装,并与分离式摇摆承台的连接简单,易于施工,可实现快速安装,满足了城市桥梁建设中对“快速建造”的重大需求;此外,本发明易于监测和更换,一般地震后能快速更换且更换成本低,保证桥梁在震后的快速修复,可极大降低震后修复的总成本,提高交通网络的总体抗震韧性。4. The present invention can be prefabricated in the factory and installed at the construction site, and is simply connected to the separate swing cap, easy to construct, and can achieve rapid installation, meeting the major demand for "quick construction" in urban bridge construction; in addition, this invention The invention is easy to monitor and replace. Generally, it can be quickly replaced after an earthquake and the replacement cost is low. It ensures the rapid repair of bridges after earthquakes, greatly reduces the total cost of post-earthquake repairs, and improves the overall seismic resilience of the transportation network.

附图说明Description of the drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例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发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the drawings needed to be used in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some of the drawings of the present invention. Embodiments, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without exerting creative efforts.

图1为本发明与上承台和下承台的连接示意图;Figure 1 is a schematic diagram of the connection between the present invention and the upper platform and the lower platform;

图2为本发明的三维立体结构示意图;Figure 2 is a schematic diagram of the three-dimensional structure of the present invention;

图3为本发明的三维剖面示意图;Figure 3 is a three-dimensional cross-sectional schematic diagram of the present invention;

图4为本发明的剖面示意图;Figure 4 is a schematic cross-sectional view of the present invention;

图5为本发明的上盒体结构示意图;Figure 5 is a schematic structural diagram of the upper box body of the present invention;

图6为本发明的下盒体结构示意图;Figure 6 is a schematic structural diagram of the lower box body of the present invention;

图7为本发明在地震作用下受压时的工作状态变化示意图;Figure 7 is a schematic diagram of the working state changes of the present invention when it is pressed under earthquake action;

图8为本发明在地震作用下受拉时的工作状态示意图;Figure 8 is a schematic diagram of the working state of the present invention under tension under earthquake action;

图9为本发明的力学模型示意图;Figure 9 is a schematic diagram of the mechanical model of the present invention;

图10为本发明提供给摇摆承台全装配式桥梁的多级破坏模式和韧性保障机制示意图。Figure 10 is a schematic diagram of the multi-stage failure mode and toughness guarantee mechanism provided by the present invention for a fully assembled bridge with a swing cap.

其中:in:

1、剪力键;2、一级自复位弹簧;3、二级自复位弹簧;4、橡胶块;5、下盒体;6、上盒体;7、内盒体;8、容纳槽;9、第一矩形销孔;10、第二矩形销孔;11、第一翼缘;12、第二翼缘;13、第三翼缘;14、顶部栓钉孔;15、底部栓钉孔;16、上承台;17、下承台。1. Shear key; 2. Primary self-returning spring; 3. Secondary self-returning spring; 4. Rubber block; 5. Lower box; 6. Upper box; 7. Inner box; 8. Accommodating groove; 9. First rectangular pin hole; 10. Second rectangular pin hole; 11. First flange; 12. Second flange; 13. Third flange; 14. Top peg hole; 15. Bottom peg hole ; 16. Upper platform; 17. Lower platform.

实施方式Implementation

下面将结合本发明实施例中的附图,对本发明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发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,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,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present invention.

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more obvious and understandable, the present invention will be described in further detail below with reference to the accompanying drawings and specific embodiments.

参照附图1-10,一种用于摇摆承台全装配式桥梁的多级限位-自复位元件,安装在摇摆承台的上下承台之间,包括下盒体5和上盒体6,下盒体5的顶面通透,上盒体6的底面通透,下盒体5的高度小于上盒体6的高度,上盒体6的长度和宽度均小于下盒体5的长度和宽度;上盒体6的底端由上到下插入到下盒体5中;下盒体5内还设置有内盒体7,内盒体7上下通透且底端面与下盒体5的内腔底面固定连接,内盒体7的顶端面与下盒体5的顶端面齐平,下盒体5的侧壁与内盒体7的侧壁之间形成有容纳槽8,上盒体6的侧壁伸入到容纳槽8中;容纳槽8中沿周向设置有若干个可断裂承载件,上盒体6的底端面抵接在若干可断裂承载件的顶面;内盒体7内还设置有多级弹力机构,多级弹力机构的顶端与上盒体6的内腔顶面固接且底面与下盒体5的内腔底面固接。Referring to Figures 1-10, a multi-level limiting-self-returning element for a fully assembled bridge with a swinging platform is installed between the upper and lower supporting platforms of the swinging platform, including a lower box body 5 and an upper box body 6 , the top surface of the lower box 5 is transparent, the bottom surface of the upper box 6 is transparent, the height of the lower box 5 is smaller than the height of the upper box 6, and the length and width of the upper box 6 are both smaller than the length of the lower box 5 and width; the bottom end of the upper box body 6 is inserted into the lower box body 5 from top to bottom; the lower box body 5 is also provided with an inner box body 7, the inner box body 7 is transparent up and down, and the bottom end surface is in contact with the lower box body 5 The bottom surface of the inner cavity is fixedly connected. The top surface of the inner box 7 is flush with the top surface of the lower box 5. A receiving groove 8 is formed between the side wall of the lower box 5 and the side wall of the inner box 7. The upper box The side walls of the body 6 extend into the accommodating groove 8; a number of breakable load-bearing parts are arranged in the accommodating groove 8 along the circumferential direction, and the bottom end surface of the upper box body 6 abuts against the top surfaces of several breakable load-bearing parts; the inner box The body 7 is also provided with a multi-level elastic mechanism. The top end of the multi-level elastic mechanism is fixed to the top surface of the inner cavity of the upper box body 6 and the bottom surface is fixed to the bottom surface of the inner cavity of the lower box body 5 .

摇摆承台包括上承台16和下承台17两部分,本发明安装在上承台16和下承台17之间;下盒体5和上盒体6的长度可以根据实际上承台16和下承台17的大小来确定,进而使部件适配,下盒体5的底面与下承台17顶面固定连接,上盒体6与顶面与上承台16底面固定连接;内盒体7的底端面可焊接在下盒体5的内腔底面,内盒体7的四个侧面分别平行于下盒体5的四个侧面,上盒体6的四个侧面同样分别平行于下盒体5的四个侧面;上盒体6的底端由上到下伸入到容纳槽8中,可断裂承载件设置在下盒体5侧壁二分之一高度处。The swing platform includes two parts: an upper platform 16 and a lower platform 17. The present invention is installed between the upper platform 16 and the lower platform 17; the lengths of the lower box 5 and the upper box 6 can be determined according to the actual platform 16 The bottom surface of the lower box body 5 is fixedly connected to the top surface of the lower platform 17, and the top surface of the upper box body 6 is fixedly connected to the bottom surface of the upper platform 16; the inner box The bottom end surface of the body 7 can be welded to the bottom surface of the inner cavity of the lower box body 5. The four sides of the inner box body 7 are parallel to the four sides of the lower box body 5. The four sides of the upper box body 6 are also parallel to the lower box. The four sides of the body 5; the bottom end of the upper box body 6 extends into the receiving groove 8 from top to bottom, and the breakable bearing member is arranged at half the height of the side wall of the lower box body 5.

可断裂承载件可以承受一定的重量,当承受的重量超过一定值后就会发生断裂;上承台16以及其上方重量的一部分通过上盒体6压在若干个可断裂承载件上,若干个可断裂承载件能够承受一定荷载,当出现地震后,桥梁整体会摇摆,导致可断裂承载件的受力不均,或者作用在可断裂承载件上的最大荷载超过了其能够承受的极限,导致可断裂承载件断裂,可断裂承载件退出工作,于是上盒体6会继续向下运动,多级弹力机构继续工作,多级弹力机构可以分等级对上盒体6提供弹力支撑,并且上盒体6越向下运动,多级弹力机构所提供的弹力越大,实现地震作用下的逐级限位功能,进而使上承台16在弹力作用下快速复位,以达到桥梁结构体系的多阶段破坏和分级防护的目的;如果摇摆幅度比较大,多级弹力机构不足以支撑时,上盒体6的底端面会与下盒体5的内腔底面抵接,此时为极限限位,上盒体6不会再向下滑动,防止桥梁摇摆幅度过大导致倒塌;受拉时,多级弹力机构还可以提供用于自复位的拉力。The breakable load-bearing part can withstand a certain weight, and will break when the weight it bears exceeds a certain value; the upper platform 16 and part of the weight above it are pressed on several breakable load-bearing parts through the upper box body 6, and several breakable load-bearing parts The breakable load-bearing members can withstand a certain load. When an earthquake occurs, the entire bridge will sway, resulting in uneven stress on the breakable load-bearing members, or the maximum load acting on the breakable load-bearing members exceeds the limit that they can withstand, resulting in The breakable load-bearing member breaks, and the breakable load-bearing member stops working, so the upper box body 6 will continue to move downward, and the multi-level elastic mechanism continues to work. The multi-level elastic force mechanism can provide elastic support to the upper box body 6 in levels, and the upper box body 6 will continue to move downward. The further the body 6 moves downward, the greater the elastic force provided by the multi-level elastic mechanism, realizing the step-by-step limiting function under the action of earthquakes, thereby allowing the upper cap platform 16 to quickly reset under the action of elastic force, so as to achieve the multi-stage structure of the bridge structure system. The purpose of damage and graded protection; if the swing amplitude is relatively large and the multi-level elastic mechanism is not enough to support it, the bottom end surface of the upper box body 6 will contact the bottom surface of the inner cavity of the lower box body 5. At this time, it is the limit limit, and the upper The box body 6 will no longer slide downward, preventing the bridge from collapsing due to excessive swing; when under tension, the multi-level elastic mechanism can also provide tension for self-resetting.

进一步优化方案,可断裂承载件包括水平设置在容纳槽8内的剪力键1,剪力键1垂直于下盒体5的侧面,下盒体5的侧壁与剪力键1对应的位置开设有第一矩形销孔9,内盒体7的侧壁与剪力键1对应的位置开设有第二矩形销孔10,第二矩形销孔10与对应的第一矩形销孔9同轴线设置;剪力键1穿设在第一矩形销孔9和第二矩形销孔10内;上盒体6的底端面抵接在若干剪力键1的顶面。To further optimize the solution, the breakable load-bearing member includes a shear key 1 arranged horizontally in the receiving groove 8. The shear key 1 is perpendicular to the side of the lower box 5. The side wall of the lower box 5 is at a position corresponding to the shear key 1. A first rectangular pin hole 9 is opened, and a second rectangular pin hole 10 is opened on the side wall of the inner box 7 at a position corresponding to the shear key 1. The second rectangular pin hole 10 is coaxial with the corresponding first rectangular pin hole 9. The shear key 1 is installed in the first rectangular pin hole 9 and the second rectangular pin hole 10; the bottom end surface of the upper box 6 is in contact with the top surface of several shear keys 1.

剪力键1位于下盒体5侧壁二分之一高度处,剪力键1为长方体结构并且可以刚好插入到第一矩形销孔9和第二矩形销孔10内,剪力键1的长度大于下盒体5侧壁到内盒体7侧壁之间的距离,第一矩形销孔9和第二矩形销孔10的大小形状相同且与剪力键1的截面形状适配,剪力键1依靠下盒体5侧壁和内盒体7侧壁共同支撑,上盒体6向下的压力作用在剪力键1的顶面,当压力超过剪力键1能够承受的极限后,剪力键1断裂,上盒体6继续向下移动,此时多级弹力机构提供用于复位的弹力作用。The shear key 1 is located at half the height of the side wall of the lower box 5. The shear key 1 has a rectangular parallelepiped structure and can be just inserted into the first rectangular pin hole 9 and the second rectangular pin hole 10. The shear key 1 The length is greater than the distance between the side wall of the lower box 5 and the side wall of the inner box 7. The first rectangular pin hole 9 and the second rectangular pin hole 10 have the same size and shape and are adapted to the cross-sectional shape of the shear key 1. The force key 1 is supported by the side walls of the lower box 5 and the inner box 7. The downward pressure of the upper box 6 acts on the top surface of the shear key 1. When the pressure exceeds the limit that the shear key 1 can withstand, , the shear key 1 breaks, and the upper box body 6 continues to move downward. At this time, the multi-level elastic mechanism provides elastic force for reset.

进一步优化方案,多级弹力机构包括固接在下盒体5内腔底面中部的橡胶块4,橡胶块4内竖直穿设有若干个一级自复位弹簧2,若干一级自复位弹簧2沿橡胶块4的长中轴线等间距排布,一级自复位弹簧2的顶端与上盒体6的内腔顶面固接,一级自复位弹簧2的底端与下盒体5的内腔底面固接;橡胶块4内位于长中轴线两侧的位置对称竖直穿设有若干个二级自复位弹簧3;二级自复位弹簧3的底端与下盒体5的内腔底面固接且顶端悬空;二级自复位弹簧3的高度小于一级自复位弹簧2的高度,橡胶块4的高度小于二级自复位弹簧3的高度,上盒体6的高度小于橡胶块4的高度。To further optimize the solution, the multi-level elastic mechanism includes a rubber block 4 fixed in the middle of the bottom surface of the inner cavity of the lower box body 5. There are several first-level self-returning springs 2 vertically penetrated in the rubber block 4. Several first-level self-returning springs 2 are installed along the The long central axes of the rubber blocks 4 are arranged at equal intervals. The top end of the first-level self-returning spring 2 is fixedly connected to the top surface of the inner cavity of the upper box body 6. The bottom end of the first-level self-returning spring 2 is connected to the inner cavity of the lower box body 5. The bottom surface is fixed; several secondary self-returning springs 3 are provided symmetrically and vertically in the rubber block 4 on both sides of the long central axis; the bottom end of the secondary self-returning spring 3 is fixed to the bottom surface of the inner cavity of the lower box body 5 connected and the top is suspended; the height of the secondary self-returning spring 3 is less than the height of the primary self-returning spring 2, the height of the rubber block 4 is less than the height of the secondary self-returning spring 3, the height of the upper box body 6 is less than the height of the rubber block 4 .

橡胶块4可以粘接在下盒体5内腔底面且位于内盒体7内;一级自复位弹簧2的底端与下盒体5内腔底面焊接,顶端与上盒体6内腔顶面焊接,所有一级自复位弹簧2的轴线位于同一竖直面内,若干二级自复位弹簧3对称设置在该竖直面两侧,同一侧的二级自复位弹簧3也位于同一竖直面内且等间距设置,两个竖直面平行;二级自复位弹簧3的底端焊接在下盒体5内腔底面;当上盒体6的底端面与剪力键1顶面抵接的时候,一级自复位弹簧2正好处于原长状态,当剪力键1断裂,上盒体6向下滑动,首先压缩一级自复位弹簧2,一级自复位弹簧2提供向上的弹力,上盒体6继续向下滑动,并与二级自复位弹簧3抵接并将其压缩,此时,一级自复位弹簧2和二级自复位弹簧3同时提供向上的弹力,上盒体6再继续下滑,便会与橡胶块4抵接并将其压缩,此时,一级自复位弹簧2和二级自复位弹簧3以及橡胶块4三者共同提供向上弹力,使上盒体6复位,进而使上承台16复位;如果上盒体6还往下滑动,那么最后上盒体6的底端面便会与下盒体5的内腔底面抵接,到达极限下滑位置,上盒体6便不再下滑,防止桥体摇摆幅度过大导致倒塌;在桥体摇摆的时候,上盒体6不但会向滑动,也会向上滑动,呈往复式运动,所以当上盒体6的底端面运动到位于剪力键1上方的时候,一级自复位弹簧2便会提供向下的拉力,进而实现快速复位。The rubber block 4 can be bonded to the bottom surface of the inner cavity of the lower box body 5 and is located in the inner box body 7; the bottom end of the primary self-returning spring 2 is welded to the bottom surface of the inner cavity of the lower box body 5, and the top end is welded to the top surface of the inner cavity of the upper box body 6 Welding, the axes of all primary self-returning springs 2 are located in the same vertical plane, several secondary self-returning springs 3 are symmetrically arranged on both sides of the vertical plane, and the secondary self-returning springs 3 on the same side are also located in the same vertical plane The bottom end of the secondary self-returning spring 3 is welded to the bottom surface of the inner cavity of the lower box body 5; when the bottom end surface of the upper box body 6 is in contact with the top surface of the shear key 1 , the first-level self-returning spring 2 is exactly at its original length. When the shear key 1 breaks, the upper box body 6 slides downward. First, the first-level self-returning spring 2 is compressed. The first-level self-returning spring 2 provides upward elastic force, and the upper box body 6 slides downward. The body 6 continues to slide downward and contacts the secondary self-returning spring 3 and compresses it. At this time, the primary self-returning spring 2 and the secondary self-returning spring 3 provide upward elastic force at the same time, and the upper box body 6 continues When it slides down, it will come into contact with the rubber block 4 and compress it. At this time, the first-level self-returning spring 2, the second-level self-returning spring 3 and the rubber block 4 jointly provide upward elastic force to reset the upper box body 6, and then Reset the upper platform 16; if the upper box body 6 still slides downward, then the bottom end surface of the upper box body 6 will finally contact the bottom surface of the inner cavity of the lower box body 5, reaching the extreme sliding position, and the upper box body 6 will It will no longer slide down to prevent the bridge body from swinging too much and causing collapse; when the bridge body swings, the upper box body 6 will not only slide downwards, but also slide upwards in a reciprocating motion, so when the bottom end surface of the upper box body 6 moves When it is above the shear key 1, the first-level self-returning spring 2 will provide downward pulling force to achieve quick reset.

进一步优化方案,上盒体6的底端面对称向两侧延伸形成有第一翼缘11,下盒体5的顶端面向容纳槽8的方向延伸并形成有第二翼缘12,内盒体7的顶端面向容纳槽8的方向延伸并形成有第三翼缘13,第二翼缘12到第三翼缘13之间的距离大于上盒体6的侧壁厚度,第一翼缘11的宽度小于容纳槽8的宽度且大于第二翼缘12到第三翼缘13之间的距离。In a further optimized solution, the bottom end of the upper box 6 is symmetrically formed with first flanges 11 extending to both sides, the top of the lower box 5 is extended in the direction of the receiving groove 8 and is formed with a second flange 12, and the inner box 7 The top end of the top extends in the direction of the receiving groove 8 and is formed with a third flange 13. The distance between the second flange 12 and the third flange 13 is greater than the thickness of the side wall of the upper box 6, and the width of the first flange 11 It is smaller than the width of the receiving groove 8 and larger than the distance between the second flange 12 and the third flange 13 .

正常情况下,上盒体6的底端面会在容纳槽8内上下移动,如果震动幅度过大,可能出现上盒体6底端面脱离容纳槽8的情况,为了防止这种情况的发生,第一翼缘11、第二翼缘12、第三翼缘13便起到了很好的保障,当上盒体6持续向上运动的时候,第一翼缘11会与第二翼缘12和第三翼缘13接触,由于第一翼缘11的宽度大于第二翼缘12到第三翼缘13之间的距离,所以第一翼缘11会被限定在第二翼缘12和第三翼缘13下方,进而不会滑出容纳槽8,保证上盒体6的底端面在容纳槽8内而不会脱离下盒体5;由于第一翼缘11在摇摆时的轨迹是以平面次摆线为基础的复杂空间曲线,因此在本实施例中,容纳槽8的宽度可由分离式承台的相关尺寸和最大摇摆允许角度通过解析几何的方式确定。Under normal circumstances, the bottom end surface of the upper box body 6 will move up and down in the accommodating groove 8. If the vibration amplitude is too large, the bottom end surface of the upper box body 6 may be separated from the accommodating groove 8. In order to prevent this from happening, the second The first flange 11, the second flange 12, and the third flange 13 provide a good guarantee. When the upper box body 6 continues to move upward, the first flange 11 will interact with the second flange 12 and the third flange 13. The flanges 13 are in contact. Since the width of the first flange 11 is greater than the distance between the second flange 12 and the third flange 13, the first flange 11 will be limited to the second flange 12 and the third flange. 13 below, and will not slide out of the accommodating groove 8, ensuring that the bottom end surface of the upper box body 6 is in the accommodating groove 8 and will not break away from the lower box body 5; because the trajectory of the first flange 11 when swinging is in the plane. Line-based complex spatial curves, therefore in this embodiment, the width of the accommodation groove 8 can be determined by analytical geometry based on the relevant dimensions of the separate platform and the maximum allowable swing angle.

进一步优化方案,上盒体6的顶面开设有若干个顶部栓钉孔14,下盒体5的底面开设有若干个底部栓钉孔15。To further optimize the solution, the top surface of the upper box body 6 is provided with several top peg holes 14 , and the bottom surface of the lower box body 5 is provided with several bottom peg holes 15 .

顶部栓钉孔14的作用是可以通过锚栓将上盒体6与上承台16底面预埋的钢板固定连接,底部栓钉孔15的作用是可以通过锚栓将下盒体5与下承台17顶面预埋的钢板固定连接。The function of the top bolt hole 14 is to securely connect the upper box body 6 to the steel plate embedded in the bottom surface of the upper platform 16 through anchor bolts. The function of the bottom bolt hole 15 is to connect the lower box body 5 to the lower platform through anchor bolts. The pre-embedded steel plate on the top surface of platform 17 is fixedly connected.

工作原理为:在正常使用状态或小震下的摇摆时,通过剪力键1限位,靠剪力键1的弹性变形满足受力需求;随着地震增强,摇摆幅值增大,压缩侧限位的剪力键1被剪断,一级自复位弹簧2、二级自复位弹簧3和橡胶块4逐级受压提供自复位力;巨震作用下,上盒体6底端面和下盒体5内腔底面接触极限限位,防止摇摆幅度过大导致倒塌;受拉时,一级自复位弹簧2拉伸为结构提供自复位力,图7中,F2为一级自复位弹簧2对上盒体6向上的弹力,F3为二级自复位弹簧3对上盒体6向上的弹力,F4为橡胶块4对上盒体6向上的弹力,F5为下盒体5对上盒体6的支撑力,图8中,T2为一级自复位弹簧2对上盒体6向下的拉力。综合各组件受力和失效次序,可以采用串并联弹簧和失效单元组合的形式构建多级限位-自复位元件的力学模型,见图9;通过多级限位-自复位元件的逐级限位和自复位实现了摇摆桥梁在不同地震等级下的韧性需求,见图10。The working principle is: in normal use or when swaying under small earthquakes, the shear key 1 is used to limit the position, and the elastic deformation of the shear key 1 is used to meet the force requirements; as the earthquake intensifies, the sway amplitude increases, and the compression side The limiting shear key 1 is cut off, and the first-level self-returning spring 2, the second-level self-returning spring 3 and the rubber block 4 are gradually compressed to provide self-returning force; under the action of a huge earthquake, the bottom end surface of the upper box 6 and the lower box The bottom surface of the inner cavity of body 5 contacts the limit limit to prevent collapse caused by excessive swing; when under tension, the first-level self-returning spring 2 stretches to provide self-returning force for the structure. In Figure 7, F 2 is the first-level self-returning spring 2 F 3 is the upward elastic force of the secondary self-returning spring 3 to the upper box 6 , F 4 is the upward elastic force of the rubber block 4 to the upper box 6 , and F 5 is the upward elastic force of the lower box 6 The supporting force of the upper box body 6. In Figure 8, T 2 is the downward pulling force of the first-level self-returning spring 2 on the upper box body 6. Based on the stress and failure sequence of each component, a mechanical model of multi-level limiting-self-returning elements can be constructed using a combination of series-parallel springs and failure units, as shown in Figure 9; through the step-by-step limiting of multi-level limiting-self-resetting elements The position and self-resetting realize the toughness requirements of the swing bridge under different earthquake levels, see Figure 10.

在本发明的描述中,需要理解的是,术语“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In the description of the present invention, it should be understood that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", The orientations or positional relationships indicated by "horizontal", "top", "bottom", "inner", "outer", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention, rather than indicating or It is implied that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation and is therefore not to be construed as a limitation of the invention.

以上所述的实施例仅是对本发明的优选方式进行描述,并非对本发明的范围进行限定,在不脱离本发明设计精神的前提下,本领域普通技术人员对本发明的技术方案做出的各种变形和改进,均应落入本发明权利要求书确定的保护范围内。The above-described embodiments only describe preferred modes of the present invention and do not limit the scope of the present invention. Without departing from the design spirit of the present invention, those of ordinary skill in the art can make various modifications to the technical solutions of the present invention. All modifications and improvements shall fall within the protection scope determined by the claims of the present invention.

Claims (2)

1. A multistage limiting-self-resetting element for a rocking platform fully assembled bridge, mounted between an upper and a lower platform of the rocking platform, characterized by comprising: the upper box body (5) and the lower box body (6), wherein the top surface of the lower box body (5) is transparent, the bottom surface of the upper box body (6) is transparent, the height of the lower box body (5) is smaller than that of the upper box body (6), and the length and the width of the upper box body (6) are smaller than those of the lower box body (5); the bottom end of the upper box body (6) is inserted into the lower box body (5) from top to bottom; an inner box body (7) is further arranged in the lower box body (5), the inner box body (7) is transparent up and down, the bottom end face of the inner box body is fixedly connected with the bottom face of the inner cavity of the lower box body (5), the top end face of the inner box body (7) is flush with the top end face of the lower box body (5), a containing groove (8) is formed between the side wall of the lower box body (5) and the side wall of the inner box body (7), and the side wall of the upper box body (6) stretches into the containing groove (8); a plurality of breakable bearing pieces are arranged in the accommodating groove (8) along the circumferential direction, and the bottom end surface of the upper box body (6) is abutted to the top surfaces of the breakable bearing pieces; the inner box body (7) is internally provided with a multi-stage elastic mechanism, the top end of the multi-stage elastic mechanism is fixedly connected with the top surface of the inner cavity of the upper box body (6), and the bottom surface of the multi-stage elastic mechanism is fixedly connected with the bottom surface of the inner cavity of the lower box body (5);
the breakable bearing piece comprises a shear key (1) horizontally arranged in the accommodating groove (8), the shear key (1) is perpendicular to the side face of the lower box body (5), a first rectangular pin hole (9) is formed in the position, corresponding to the shear key (1), of the side wall of the lower box body (5), a second rectangular pin hole (10) is formed in the position, corresponding to the shear key (1), of the side wall of the inner box body (7), and the second rectangular pin hole (10) and the corresponding first rectangular pin hole (9) are coaxially arranged; the shear key (1) is arranged in the first rectangular pin hole (9) and the second rectangular pin hole (10) in a penetrating mode; the bottom end surface of the upper box body (6) is abutted against the top surfaces of the shear keys (1);
the multistage elastic mechanism comprises a rubber block (4) fixedly connected to the middle of the bottom surface of the inner cavity of the lower box body (5), a plurality of primary self-resetting springs (2) vertically penetrate through the rubber block (4), the primary self-resetting springs (2) are distributed at equal intervals along the long central axis of the rubber block (4), the top end of each primary self-resetting spring (2) is fixedly connected with the top surface of the inner cavity of the upper box body (6), and the bottom end of each primary self-resetting spring (2) is fixedly connected with the bottom surface of the inner cavity of the lower box body (5); a plurality of secondary self-resetting springs (3) are symmetrically and vertically arranged on two sides of the long central axis in the rubber block (4) in a penetrating way; the bottom end of the secondary self-resetting spring (3) is fixedly connected with the bottom surface of the inner cavity of the lower box body (5) and the top end of the secondary self-resetting spring is suspended in the air; the height of the secondary self-resetting spring (3) is smaller than that of the primary self-resetting spring (2), the height of the rubber block (4) is smaller than that of the secondary self-resetting spring (3), and the height of the upper box body (6) is smaller than that of the rubber block (4);
the bottom end face symmetry of last box body (6) extends to both sides and is formed with first edge of a wing (11), the top of lower box body (5) is towards the direction extension of holding tank (8) and is formed with second edge of a wing (12), the top of interior box body (7) is towards the direction extension of holding tank (8) and is formed with third edge of a wing (13), second edge of a wing (12) to distance between third edge of a wing (13) is greater than the lateral wall thickness of last box body (6), the width of first edge of a wing (11) is less than the width of holding tank (8) and is greater than second edge of a wing (12) to distance between third edge of a wing (13).
2. A multistage limit-self-resetting element for a rocking platform fully assembled bridge according to claim 1, characterized in that: the top surface of the upper box body (6) is provided with a plurality of top bolt holes (14), and the bottom surface of the lower box body (5) is provided with a plurality of bottom bolt holes (15).
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