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CN205839580U - Uniformly displacement drag-line modulus expansion joint - Google Patents

Uniformly displacement drag-line modulus expansion joint Download PDF

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CN205839580U
CN205839580U CN201620574642.7U CN201620574642U CN205839580U CN 205839580 U CN205839580 U CN 205839580U CN 201620574642 U CN201620574642 U CN 201620574642U CN 205839580 U CN205839580 U CN 205839580U
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expansion joint
crossbeam
displacement
support
chain
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王建国
袁万城
李瑞琪
袁新哲
党新志
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Tongji University
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Abstract

The displacement control systems such as this utility model relates to a kind of uniformly displacement drag-line modulus expansion joint, the displacement control system such as including support system, longeron and hinge type, hinge type are connected with modulus expansion joint by the slippage slot bottom longeron, it is achieved displacement regulation and control.Wherein support system is by crossbeam, compressing support, bearing and carriage composition, and compressing support and bearing are made by politef slide plate, are individually positioned in the upper and lower surface of crossbeam, and consolidate with carriage.The chain bar that the displacement control systems such as hinge type are isometric has the rotational slip pin of chain boom end and the rotational pin in chain bar centre position to be formed by connecting respectively.For reducing the impact of frictional resistance further, crossbeam two ends are sliding end, and are the beam that falls preventing crossbeam, are connected as a single entity with controlling casing by crossbeam with elastomeric cords.This utility model is meeting on the premise of stretching between normal service condition underbeam be, it is achieved that uniformly stitch wide purpose between the longeron of modulus expansion joint.Additionally, have great importance for girder falling, collision under geological process.

Description

均匀变位拉索模数伸缩缝Uniform displacement cable modulus expansion joint

技术领域technical field

本实用新型属于桥梁工程技术领域,具体而言,涉及一种均匀变位拉索模数伸缩缝。The utility model belongs to the technical field of bridge engineering, in particular to an expansion joint with a uniform displacement cable modulus.

背景技术Background technique

随着现代化建设的进步,大跨度桥梁、长联多跨桥梁建设日益增多。模数伸缩缝,作为一种结构简单、使用寿命长、安装方便的伸缩缝装置,被越来越多地用在大跨度及长联多跨桥以适应正常使用情况下联间较大的收缩变形。With the progress of modernization, the construction of long-span bridges and long-connected multi-span bridges is increasing. Modular expansion joints, as an expansion joint device with simple structure, long service life and convenient installation, are increasingly used in large-span and long-connected multi-span bridges to adapt to large shrinkage deformation between joints under normal use .

模数伸缩缝将总位移量分为多个位移单元,并且上部防水橡胶避免了水流入伸缩缝,有效防止了桥梁上部结构的腐蚀。此外,模数伸缩缝衍生出了多梁式、单梁式等不同的承重系统,单梁式承重系统又分为格栅式和旋转式等多种不同形式,以适应不同的缝宽变化范围,保证车辆通过时的平稳性和舒适性。Modular expansion joints divide the total displacement into multiple displacement units, and the upper waterproof rubber prevents water from flowing into the expansion joints, effectively preventing corrosion of the bridge superstructure. In addition, the modular expansion joints have derived different load-bearing systems such as multi-beam type and single-beam type, and the single-beam type load-bearing system is divided into grid type and rotary type, etc. , to ensure the stability and comfort of the vehicle when passing.

发明人袁万城将传统模数伸缩缝横梁改为两端滑动,并用贯穿的拉索将支撑横梁和控制箱联系在一起,提出了拉索模数伸缩缝装置。拉索模数伸缩缝可以有效的防止地震作用下梁端位移过大造成的碰撞和落梁,这样,伸缩缝从作为适应梁间伸缩变形的一种构造设施变为一种防碰撞、落梁的抗震装置。然而,拉索模数伸缩缝仍然存在着纵梁间缝宽不均匀的现象,具体表现为:在温度升高伸缩缝压缩时,靠近固定端位置缝宽大于远离固定端处纵梁间缝宽;相反,在温度降低伸缩缝拉伸时,靠近固定端位置处的缝宽小于远离固定端处纵梁间缝宽。并且研究分析发现:伸缩缝宽度不均匀不仅严重影响行车舒适性,而且对伸缩缝的冲击特性、疲劳特性以及振动特性产生影响,并可能进一步增加行车过程中产生的噪音。Inventor Yuan Wancheng changed the traditional modular expansion joint beam to slide at both ends, and connected the supporting beam and the control box with the through cable, and proposed the cable modular expansion joint device. The cable modulus expansion joint can effectively prevent the collision and falling of the beam caused by the excessive displacement of the beam end under the action of the earthquake. In this way, the expansion joint is changed from a structural facility to adapt to the expansion and deformation between the beams to a kind of anti-collision and beam falling. anti-seismic device. However, the cable modulus expansion joint still has the phenomenon of uneven gap width between stringers, which is specifically manifested as: when the temperature rises and the expansion joint compresses, the gap width near the fixed end is greater than the gap width between the stringers far from the fixed end ; On the contrary, when the temperature decreases and the expansion joint stretches, the gap width near the fixed end is smaller than that between the longitudinal beams far away from the fixed end. And the research and analysis found that the uneven width of the expansion joint not only seriously affects the driving comfort, but also affects the impact characteristics, fatigue characteristics and vibration characteristics of the expansion joint, and may further increase the noise generated during the driving process.

所以,需要针对伸缩缝纵梁间缝宽不均匀的现象进行探索以提出合理有效的方法,以使得纵梁变位均匀,最终实现模数伸缩缝纵梁间均匀的缝宽。Therefore, it is necessary to explore the phenomenon of uneven gap width between longitudinal beams of expansion joints in order to propose a reasonable and effective method to make the displacement of the longitudinal beams uniform, and finally realize the uniform gap width between the longitudinal beams of the modulus expansion joints.

发明内容Contents of the invention

为解决模数伸缩缝缝宽不均匀的问题,本实用新型的目的在于提供一种结构简单的均匀变位拉索模数伸缩缝。In order to solve the problem of uneven seam width of the modulus expansion joint, the purpose of the utility model is to provide a uniform displacement cable modulus expansion joint with a simple structure.

本实用新型中,均匀变位拉索模数伸缩缝,其特征在于,所述伸缩缝包括支撑系统、中纵梁4、边纵梁9、铰链式位移控制系统和拉索11;所述支撑系统由横梁7,压紧支座6,承压支座5和支撑框8组成,压紧支座6和承压支座5均由聚四氟乙烯板制成,横梁7穿过支撑框8,其上表面通过压紧支座6与支撑框8固定连接,其下表面通过承压支座5与支撑框8固定连接;中纵梁4与支撑系统垂直布置,中纵梁与横梁7固定连接;所述铰链式位移控制系统由等长链杆1、转动滑移销2和转动销3组成,等长链杆1通过转动滑移销2连接形成一组等长链杆组,两组等长链杆组由位于等长链杆1中部的转动销3连接,构成铰链式结构,使各等长链杆1可靠转动,所述中纵梁4底部设有纵向滑移槽12,所述铰链式位移控制系统的转动滑移销2通过中纵梁底部的纵向滑移槽12与中纵梁4连接;横梁7两侧设有控制箱10,横梁7与控制箱10通过拉索11相连。In the utility model, the uniform displacement cable modulus expansion joint is characterized in that the expansion joint includes a support system, a middle longitudinal beam 4, a side longitudinal beam 9, a hinged displacement control system and a drag cable 11; the support The system consists of a beam 7, a compression support 6, a pressure support 5 and a support frame 8, the compression support 6 and the pressure support 5 are made of polytetrafluoroethylene plates, and the beam 7 passes through the support frame 8 , its upper surface is fixedly connected to the support frame 8 through the compression support 6, and its lower surface is fixedly connected to the support frame 8 through the pressure bearing 5; connection; the hinged displacement control system is composed of equal-length chain rods 1, rotating sliding pins 2 and rotating pins 3, and equal-length chain rods 1 are connected by rotating sliding pins 2 to form a group of equal-length chain rod groups. The equal-length chain rod group is connected by the rotating pin 3 located in the middle of the equal-length chain rod 1 to form a hinge structure, so that each equal-length chain rod 1 can rotate reliably. The bottom of the middle longitudinal beam 4 is provided with a longitudinal sliding groove 12, so The rotating sliding pin 2 of the hinged displacement control system is connected to the middle longitudinal beam 4 through the longitudinal sliding groove 12 at the bottom of the middle longitudinal beam; the control box 10 is arranged on both sides of the cross beam 7, and the cross beam 7 and the control box 10 pass through the cable 11 connected.

本实用新型中,所述中纵梁4的数量视具体情况而定。In the present utility model, the number of the longitudinal beams 4 depends on specific conditions.

本实用新型中,所述中纵梁4的两侧设置边梁9,边梁9与横梁7垂直布置,边梁9两端固定在主梁上。In the present utility model, side beams 9 are arranged on both sides of the middle longitudinal beam 4, and the side beams 9 and the cross beams 7 are vertically arranged, and both ends of the side beams 9 are fixed on the main beam.

本实用新型所述的铰链式位移调节系统是长度相同的链杆通过链杆中间位置的转动销以及端部的转动滑移销连接而成。该铰链式位移调节系统通过端部的转动滑移销嵌入到纵梁底部纵向滑动槽中实现位移控制系统与支撑系统的组合。当伸缩缝伸缩变形时,该位移调节系统的链杆两端的转动滑移销沿纵梁上的缝槽滑移,相邻转动滑移销钉间横向距离减小,带动各纵梁的横向等位移运动,将伸缩缝由于主梁的温度变化产生的收缩位移通过机械调节方式可靠均匀传递到各纵梁上,最终实现缝宽的均匀性。The hinged displacement adjustment system described in the utility model is formed by connecting chain rods with the same length through the rotating pin at the middle position of the chain rod and the rotating and sliding pin at the end. The hinged displacement adjustment system realizes the combination of the displacement control system and the support system by embedding the rotating sliding pin at the end into the longitudinal sliding groove at the bottom of the longitudinal beam. When the expansion joint expands and deforms, the rotating sliding pins at both ends of the chain rod of the displacement adjustment system slide along the slots on the longitudinal beams, and the lateral distance between adjacent rotating sliding pins decreases, driving the lateral equal displacement of each longitudinal beam Movement, the shrinkage displacement of the expansion joint due to the temperature change of the main beam is reliably and evenly transmitted to each longitudinal beam through mechanical adjustment, and finally the uniformity of the joint width is achieved.

传统模数伸缩缝横梁为一端固定一端滑动,伸缩缝在伸缩过程中,力由活动端向固定端传递,并且受传递过程中各纵横梁间摩擦阻力的影响,作用在每根纵梁上的力大小不同,最终模数伸缩缝各纵梁位移量不同,造成纵梁间缝宽的不均匀。本发明提供的技术方案的优点:The beam of the traditional modular expansion joint is fixed at one end and slides at the other end. During the expansion process of the expansion joint, the force is transmitted from the movable end to the fixed end. The magnitude of the force is different, and the displacement of each longitudinal beam of the final modulus expansion joint is different, resulting in uneven gap width between longitudinal beams. The advantage of the technical solution provided by the invention:

本实用新型提供的均匀变位拉索模数伸缩缝为减小摩擦阻力的影响,将纵横梁的压紧支座和承压支座采用聚四氟乙烯滑板制作,使得纵横梁之间的摩擦阻力显著降低。The uniform displacement cable modulus expansion joint provided by the utility model reduces the influence of frictional resistance, and the compression support and pressure bearing support of the vertical and horizontal beams are made of polytetrafluoroethylene slide plates, so that the friction between the vertical and horizontal beams Significantly lower drag.

为进一步减小纵横梁之间摩擦阻力影响,实现纵梁间缝宽的均匀化,本实用新型将原先一端固定一端滑动改为两端滑动,缩短力的传递路径,减小了摩擦阻力的叠加组合影响,降低力传递过程中纵横梁间摩阻力影响,缩小各纵梁受力的差异。In order to further reduce the influence of frictional resistance between the longitudinal and horizontal beams and realize the uniformity of the gap width between the longitudinal beams, the utility model changes the original fixed end and sliding end to sliding at both ends, shortens the transmission path of force, and reduces the superposition of frictional resistance Combined influence, reduce the frictional resistance effect between longitudinal and horizontal beams in the process of force transmission, and reduce the difference in force of each longitudinal beam.

此外,本实用新型提供了相互独立的支撑系统和位移控制系统,伸缩缝收缩位移可以均匀有效的传递到各纵梁,最终实现缝宽的均匀化。In addition, the utility model provides a support system and a displacement control system independent of each other, so that the shrinkage displacement of the expansion joint can be transmitted to each longitudinal beam evenly and effectively, and finally the uniform width of the joint can be realized.

为避免横梁与控制箱体间的相对位移过大导致横梁的落梁,本实用新型在横梁与控制箱体间设置贯穿的拉索,将两者联系在一起,避免横梁落梁。此外,通过对拉索设置一定的自由程,使得拉索在不影响伸缩缝正常使用的前提下可以防止位移过大而引起的碰撞。In order to avoid that the relative displacement between the beam and the control box is too large to cause the beam to fall, the utility model arranges a through cable between the beam and the control box to connect the two together to avoid the beam from falling. In addition, by setting a certain free path for the cable, the cable can prevent collisions caused by excessive displacement without affecting the normal use of the expansion joint.

本实用新型中铰链式位移调节系统将传统依靠剪切弹簧和压紧弹簧的弹性位移控制系统变为机械位移控制系统,减小摩擦阻力的影响,有利于各纵梁的均匀变位,实现纵梁间缝宽的均匀性。The hinged displacement adjustment system in the utility model changes the traditional elastic displacement control system relying on shear springs and compression springs into a mechanical displacement control system, which reduces the influence of frictional resistance, is beneficial to the uniform displacement of each longitudinal beam, and realizes longitudinal displacement. Uniformity of gap width between beams.

总之,本实用新型是一种大位移均匀变位拉索模数伸缩缝,意在解决模数伸缩缝纵梁间缝宽不均匀的现象。In a word, the utility model is a large-displacement uniform displacement cable modulus expansion joint, which is intended to solve the phenomenon of uneven gap width between longitudinal beams of the modulus expansion joint.

附图说明Description of drawings

图1为铰链式位移调节系统;Figure 1 is a hinged displacement adjustment system;

图2为均匀变位拉索模数伸缩缝立体图;Fig. 2 is a three-dimensional view of a uniform displacement cable modulus expansion joint;

图3为均匀变位拉索模数伸缩缝平面图;Fig. 3 is the plane view of the expansion joint of the modulus of the uniform displacement cable;

图4为铰链式位移调节系统与纵梁连接构造;Figure 4 is the connection structure between the hinged displacement adjustment system and the longitudinal beam;

图5为支撑系统连接构造;Fig. 5 is support system connection structure;

图6为转动销构造;Fig. 6 is a rotating pin structure;

图7为转动滑移销构造;Fig. 7 is the structure of rotating sliding pin;

图8为铰链式位移调节系统缝宽调节机理。,其中:Figure 8 shows the seam width adjustment mechanism of the hinged displacement adjustment system. ,in:

其中d 1为伸缩缝伸缩前纵梁间位移,2l 为等长链杆的长度,a 为伸缩缝伸缩前等长链杆与桥梁纵桥向间的夹角(锐角),a +b为伸缩缝伸缩后等长链杆与桥梁纵桥向间的夹角(锐角)。△d 为伸缩缝各纵梁间缝宽变化值。where d 1 is the displacement between the longitudinal girders before expansion of the expansion joint, 2 l is the length of the equal-length chain rod, a is the angle (acute angle) between the equal-length chain rod before the expansion joint and the longitudinal bridge direction of the bridge, and a + b is The angle (acute angle) between the equal-length chain rod and the longitudinal direction of the bridge after the expansion joint expands. △ d is the change value of the gap width between each longitudinal beam of the expansion joint.

图中标号:1为链杆,2为转动滑移销,3为转动销,4为中纵梁,5为承压支座,6为压紧支座,7为横梁,8为支撑框,9为边梁,10为控制箱,11为拉索,12为纵向滑移槽。Numbers in the figure: 1 is a chain rod, 2 is a rotating sliding pin, 3 is a rotating pin, 4 is a middle longitudinal beam, 5 is a pressure bearing, 6 is a compression support, 7 is a beam, 8 is a support frame, 9 is a side beam, 10 is a control box, 11 is a drag cable, and 12 is a longitudinal sliding groove.

具体实施方式detailed description

为使专利局的审查员尤其是公众能够更加清楚地理解本实用新型的技术实质和有益效果,申请人将在下面以实施例的方式结合附图作详细说明。但是对实施例的描述均不是对本实用新型的限制,任何依据本实用新型构思所作出的仅仅为形式上的而非实质性的等效变换都应视为本实用新型的技术方案范畴。In order to enable the examiners of the patent office, especially the public, to understand the technical essence and beneficial effects of the utility model more clearly, the applicant will describe in detail below in the form of embodiments with reference to the accompanying drawings. However, the description of the embodiments is not a limitation of the utility model, and any equivalent transformation made according to the concept of the utility model, which is only in form but not in substance, should be regarded as the scope of the technical solution of the utility model.

实施例1Example 1

均匀变位拉索模数伸缩缝,包含支撑系统,中纵梁4、铰链式位移控制系统和拉索11。其中支撑系统由横梁7、压紧支座6、承压支座5以及支撑框8组成。压紧支座6和承压支座5由聚四氟乙烯滑板制成,分别放置在横梁7的上、下表面处,并且压紧支座6和承压支座5分别与支撑框8固结,其连接方式如图5所示;中纵梁4、边梁9与横梁7相互垂直,并且支撑系统与中纵梁4采用销钉固结,边梁9锚固在主梁上。The uniform displacement cable modulus expansion joint includes a support system, a middle longitudinal beam 4, a hinged displacement control system and a cable 11. Wherein the support system is composed of beam 7 , compression support 6 , pressure bearing 5 and support frame 8 . The compression support 6 and the pressure support 5 are made of polytetrafluoroethylene slide plates, which are respectively placed on the upper and lower surfaces of the beam 7, and the compression support 6 and the pressure support 5 are fixed to the support frame 8 respectively. The connection method is shown in Figure 5; the middle longitudinal beam 4, the side beam 9 and the cross beam 7 are perpendicular to each other, and the support system and the middle longitudinal beam 4 are consolidated with pins, and the side beam 9 is anchored on the main beam.

该均匀变位拉索模数伸缩缝位移控制系统由等长度的链杆1通过链杆中间位置的转动销3和链杆端部的转动滑移销2连接而成,如图1所示,并且要保证链杆可以可靠的运动。The uniform displacement cable modulus expansion joint displacement control system is formed by connecting a chain rod 1 of equal length through a rotating pin 3 at the middle position of the chain rod and a rotating sliding pin 2 at the end of the chain rod, as shown in Figure 1. And it is necessary to ensure that the chain rod can move reliably.

铰链式位移控制系统通过将转动滑移销2安装到纵梁底部的纵向滑移槽12中,实现位移控制系统与支撑系统的组合,当伸缩缝伸缩变形时,链杆1两端的转动滑移销2沿中纵梁4上的纵向滑移槽12滑移,相邻转动滑移销钉2间横向距离减小,带动中纵梁4、边梁9的横向等位移运动,最终实现缝宽的均匀性。The hinged displacement control system realizes the combination of the displacement control system and the support system by installing the rotating sliding pin 2 into the longitudinal sliding groove 12 at the bottom of the longitudinal beam. The pin 2 slides along the longitudinal sliding groove 12 on the middle stringer 4, and the lateral distance between the adjacent rotating and sliding pins 2 decreases, which drives the horizontal displacement movement of the middle stringer 4 and the side beam 9, and finally realizes the gap width. Uniformity.

拉索11连接于横梁7与控制箱10之间,贯穿拉索11两端分别锚固在控制箱10上,避免横梁与控制箱10之间相对位移过大而造成中纵梁4落梁情况,并通过设置合理的拉索自由程防止中纵梁4、边梁9间的加压破坏。The stay cable 11 is connected between the beam 7 and the control box 10, and runs through the two ends of the stay cable 11 and is respectively anchored on the control box 10, so as to avoid the excessive relative displacement between the beam and the control box 10 and cause the middle longitudinal beam 4 to fall. And by setting a reasonable free path of the cable to prevent the pressure damage between the middle longitudinal beam 4 and the side beam 9 .

本实用新型技术方案的技术要点之一减小纵横梁之间的摩擦阻力。为减小摩擦阻力的影响,将压紧支座6和承压支座5由聚四氟乙烯制成,这样中纵梁4和横梁7之间摩擦阻力将显著降低,此外,伸缩缝的竖向刚度也得到提高了。One of the technical points of the technical solution of the utility model is to reduce the frictional resistance between the longitudinal and horizontal beams. In order to reduce the influence of friction resistance, the compression support 6 and the pressure support 5 are made of polytetrafluoroethylene, so that the friction resistance between the longitudinal beam 4 and the cross beam 7 will be significantly reduced. In addition, the vertical joint of the expansion joint The lateral stiffness has also been improved.

本实用新型技术方案的技术要点之二是缩短力的传递路径。传统模数伸缩缝的横梁是一端固定一端滑动,伸缩缝伸缩变形时运动是由活动端开始向固定端转移,在这个过程中力由活动端向固定端传递,并经过各纵梁与横梁之间摩擦阻力的作用使得传递到各纵梁上的力不相等,最终导致纵梁位移的不均匀,所以,本实用新型首先释放了横梁7的固定端约束,变为两端均滑动的结构形式,这样力在传递过程中传力路径缩短,一定程度上提高了各中纵梁4、边梁9之间力的均匀性。The second technical point of the technical solution of the utility model is to shorten the transmission path of the force. The beam of the traditional modular expansion joint is fixed at one end and slides at the other end. When the expansion joint deforms, the movement is transferred from the movable end to the fixed end. The effect of the frictional resistance between the beams makes the forces transmitted to the longitudinal beams unequal, which eventually leads to uneven displacement of the longitudinal beams. Therefore, the utility model first releases the constraints of the fixed ends of the beams 7 and becomes a structural form in which both ends slide In this way, the force transmission path is shortened during the force transmission process, which improves the force uniformity between the middle longitudinal beams 4 and the side beams 9 to a certain extent.

本实用新型技术方案的技术要点之三拉索11限位。横梁7两端均变为滑动状态,为避免横梁7与控制箱体之间10位移过大造成落梁、碰撞,本实用新型将支撑横梁和控制箱体之间用贯穿的拉索11联系在一起,如图2所示。通过调整拉索11自由程可以使得在不影响伸缩缝正常工作的前提下,可有效的控制梁间相对位移,从而防止落梁和碰撞。Three of the technical essentials of the technical solution of the utility model are limited by the stay cable 11. Both ends of the crossbeam 7 are in a sliding state. In order to avoid excessive displacement of 10 between the crossbeam 7 and the control box and cause beam drop and collision, the utility model connects the supporting beam and the control box with a through cable 11. together, as shown in Figure 2. By adjusting the free path of the cable 11, the relative displacement between the beams can be effectively controlled without affecting the normal operation of the expansion joint, so as to prevent falling beams and collisions.

本实用新型技术方案的技术要点之四是铰链式等位移控制系统。要实现该铰链式等位移控制系统的位移调节功能,首先要保证转动销3和转动滑移销2之间的杆长相等,其次要实现该等位移控制系统的可靠连接。并且本均匀变位拉索模数伸缩缝实现了支撑系统和位移控制系统之间受力的分离,并且可以模块化制造。The fourth technical point of the technical solution of the utility model is a hinged equal displacement control system. To realize the displacement adjustment function of the hinged equal displacement control system, it is first necessary to ensure that the lengths of the rods between the rotating pin 3 and the rotating sliding pin 2 are equal, and secondly, to realize the reliable connection of the equal displacement control system. Moreover, the uniform displacement cable modulus expansion joint realizes the force separation between the support system and the displacement control system, and can be manufactured in a modular manner.

作为本实用新型实施例的一种变换,可以根据模数伸缩缝纵梁数量增加铰链式位移控制系统的长度。As a transformation of the embodiment of the utility model, the length of the hinged displacement control system can be increased according to the number of modulus expansion joint stringers.

作为本实用新型实施例的一种变化,可以根据铰链式位移控制系统的受力需要更换链杆的材料、选择合适尺寸以达到理想的刚度要求。As a variation of the embodiment of the present invention, the material of the chain rod can be replaced according to the force requirements of the hinged displacement control system, and a suitable size can be selected to meet the ideal rigidity requirement.

Claims (2)

1. uniformly conjugate drag-line modulus expansion joint, it is characterised in that described expansion joint includes support system, middle longeron (4), Bian Zong Beam (9), hinge type displacement control system and drag-line (11);Described support system is by crossbeam (7), compressing support (6), bearing (5) forming with carriage (8), compressing support (6) and bearing (5) are made by polyfluortetraethylene plate, and crossbeam (7) is through propping up Support frame (8), its upper surface is connected by compressing support 6 and carriage (8) are fixing, and its lower surface is by bearing (5) and props up The fixing connection of support frame (8);Middle longeron (4) is arranged vertically with support system, and middle longeron is fixing with crossbeam (7) to be connected;Described hinge Chain type displacement control system is made up of long-chain bar such as grade (1), rotational slip pin (2) and rotational pin (3), several long-chain bar such as grades (1) It is in turn connected to form the long-chain bar group such as a group by rotational slip pin 2, corresponding in the long-chain bar groups such as two groups each waits long-chain Bar (1) middle part is connected by rotational pin (3), constitutes hinge type structure, makes each long-chain chain bar (1) Positive rotational of Denging, described in indulge Beam (4) bottom is provided with straight skidding groove (12), and the rotational slip pin (2) of described hinge type displacement control system is by the bottom of middle longeron The straight skidding groove (12) in portion is installed on middle longeron (4);Crossbeam (7) both sides are provided with control chamber (10), and crossbeam (7) passes through drag-line (11) control chamber (10) is connected.
Uniform displacement drag-line modulus expansion joint the most according to claim 1, it is characterised in that the two of described middle longeron (4) Side arranges side bar (9), and side bar (9) is arranged vertically with crossbeam (7), and side bar (9) two ends are fixed on girder.
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CN107013744A (en) * 2017-05-09 2017-08-04 安徽省化工设计院 A kind of carriage handled for pipe support expansion joint
CN107165044A (en) * 2017-06-12 2017-09-15 四川双建路桥机械有限责任公司 A kind of big displacement Telescopic device of pedestrian way
CN107558361A (en) * 2017-03-06 2018-01-09 四川新路桥机械有限公司 A kind of retractor device
CN108660919A (en) * 2018-07-05 2018-10-16 衡水中铁建工程橡胶有限责任公司 A kind of heavy type twin beams modulus bridge expansion device
WO2019020064A1 (en) * 2017-07-27 2019-01-31 单国珠 Overall reinforcement modular-type multi-directional shift telescopic device and method
CN110552287A (en) * 2019-10-09 2019-12-10 株洲时代新材料科技股份有限公司 Flexible telescopic mechanism for bridge and bridge telescopic device
CN110700090A (en) * 2019-10-31 2020-01-17 武汉东九永环工程技术有限公司 Steel wire rope damping and shock-absorbing expansion joint and bridge
CN111119039A (en) * 2019-12-31 2020-05-08 山西省交通新技术发展有限公司 Displacement device for plate type expansion joint of highway bridge
CN114319095A (en) * 2022-01-20 2022-04-12 河北宝力工程装备股份有限公司 Noise-reduction multi-dimensional linkage control system and application thereof in analog-digital expansion device

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558361A (en) * 2017-03-06 2018-01-09 四川新路桥机械有限公司 A kind of retractor device
CN107013744A (en) * 2017-05-09 2017-08-04 安徽省化工设计院 A kind of carriage handled for pipe support expansion joint
CN107165044B (en) * 2017-06-12 2023-05-05 四川双建路桥机械有限责任公司 Large-displacement sidewalk telescopic device
CN107165044A (en) * 2017-06-12 2017-09-15 四川双建路桥机械有限责任公司 A kind of big displacement Telescopic device of pedestrian way
WO2019020064A1 (en) * 2017-07-27 2019-01-31 单国珠 Overall reinforcement modular-type multi-directional shift telescopic device and method
CN108660919A (en) * 2018-07-05 2018-10-16 衡水中铁建工程橡胶有限责任公司 A kind of heavy type twin beams modulus bridge expansion device
CN108660919B (en) * 2018-07-05 2023-08-25 中裕铁信交通科技股份有限公司 Heavy double-beam modular bridge expansion device
CN110552287A (en) * 2019-10-09 2019-12-10 株洲时代新材料科技股份有限公司 Flexible telescopic mechanism for bridge and bridge telescopic device
CN110552287B (en) * 2019-10-09 2021-05-14 株洲时代新材料科技股份有限公司 Flexible telescopic mechanism for bridge and bridge telescopic device
CN110700090A (en) * 2019-10-31 2020-01-17 武汉东九永环工程技术有限公司 Steel wire rope damping and shock-absorbing expansion joint and bridge
CN111119039B (en) * 2019-12-31 2021-11-23 山西省交通新技术发展有限公司 Displacement device for plate type expansion joint of highway bridge
CN111119039A (en) * 2019-12-31 2020-05-08 山西省交通新技术发展有限公司 Displacement device for plate type expansion joint of highway bridge
CN114319095A (en) * 2022-01-20 2022-04-12 河北宝力工程装备股份有限公司 Noise-reduction multi-dimensional linkage control system and application thereof in analog-digital expansion device

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