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CN208072195U - Bridge expansion joint loading strutting arrangement - Google Patents

Bridge expansion joint loading strutting arrangement Download PDF

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Publication number
CN208072195U
CN208072195U CN201820544645.5U CN201820544645U CN208072195U CN 208072195 U CN208072195 U CN 208072195U CN 201820544645 U CN201820544645 U CN 201820544645U CN 208072195 U CN208072195 U CN 208072195U
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China
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expansion joint
box girder
loading
fixed
bases
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马亚飞
张良
郭忠照
王磊
张建仁
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Changsha University of Science and Technology
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Changsha University of Science and Technology
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Abstract

本实用新型公开了一种桥梁伸缩缝加载支撑装置,包括箱梁、基座、挡板、螺栓、压板和伸缩缝试件,所述的箱梁固定于地面,箱梁的顶面上设有两个用于支撑伸缩缝试件的基座,所述的两个基座沿箱梁轴线方向设置于顶面的两端。基座顶部为用于承接伸缩缝试件的承接面,所述的伸缩缝试件设置于两个基座之间并通过承接面、挡板、螺栓和压板进行固定。本实用新型的技术效果在于,通过将基座顶面设置成不同倾斜角度,来模拟桥梁伸缩缝受车辆荷载冲击时的动力性能。本支撑装置构造简单、使用效果好、造价低、安全性强,可在伸缩缝加载实验中推广应用。

The utility model discloses a loading support device for a bridge expansion joint, including a box girder, a base, a baffle, bolts, a pressure plate and an expansion joint specimen. The box girder is fixed to the ground, and two bases for supporting the expansion joint specimen are arranged on the top surface of the box girder, and the two bases are arranged at both ends of the top surface along the axial direction of the box girder. The top of the base is a receiving surface for receiving the expansion joint specimen, and the expansion joint specimen is arranged between the two bases and fixed by the receiving surface, the baffle, bolts and the pressure plate. The technical effect of the utility model is that by setting the top surface of the base to different inclination angles, the dynamic performance of the bridge expansion joint when it is impacted by a vehicle load is simulated. The support device has a simple structure, good use effect, low cost, and strong safety, and can be promoted and applied in expansion joint loading experiments.

Description

一种桥梁伸缩缝加载支撑装置A loading support device for bridge expansion joints

技术领域technical field

本实用新型涉及一种桥梁伸缩缝加载支撑装置。The utility model relates to a loading support device for bridge expansion joints.

背景技术Background technique

桥梁伸缩缝设置在桥梁端部等结构较为薄弱部位,其常年直接经受车辆荷载的反复冲击作用,同时长期暴露在自然环境中,受到外界环境的影响,与其它附属设施相比,多种因素作用下的伸缩装置更易发生损坏。更换伸缩装置不仅导致桥梁维护成本增加,还会阻断交通,影响桥梁结构的正常运营。此外,伸缩装置破损还会对梁板及桥面铺装层造成影响,降低桥梁结构的使用性能和行车舒适性降低。因此,对伸缩缝开展加载实验,研究其在荷载下的力学性能,这对伸缩缝的优化设计、提高行车舒适性、降低维护成本等均具有重要意义。The expansion joints of the bridge are set at the relatively weak parts of the structure such as the end of the bridge. It directly withstands the repeated impact of the vehicle load all the year round, and at the same time is exposed to the natural environment for a long time and is affected by the external environment. The lower telescoping device is more prone to damage. Replacing telescoping devices not only increases bridge maintenance costs, but also blocks traffic and affects the normal operation of the bridge structure. In addition, damage to the telescopic device will also affect the beam slab and bridge deck pavement, reducing the performance of the bridge structure and reducing driving comfort. Therefore, carrying out loading experiments on expansion joints and studying their mechanical properties under load is of great significance for optimizing the design of expansion joints, improving driving comfort, and reducing maintenance costs.

伸缩缝设置于桥梁铺装层当中,因桥梁设有纵向坡度而呈倾斜设置,在实际工程中同时受到水平和竖直方向的作用力。因此,对伸缩缝进行实验时需采取斜向的加载方式,还应考虑伸缩缝的固定、整个装置的稳定性问题,使得开展该类实验研究的难度增大。The expansion joints are set in the pavement of the bridge, and are inclined because of the longitudinal slope of the bridge. In actual engineering, they are simultaneously subjected to horizontal and vertical forces. Therefore, when conducting experiments on expansion joints, it is necessary to adopt an oblique loading method, and the fixation of expansion joints and the stability of the entire device should also be considered, which makes it more difficult to carry out such experimental research.

发明内容Contents of the invention

为了解决目前对桥梁伸缩缝进行性能测试时适配难度较大的技术问题,本实用新型提供一种构造简单、使用效果好、造价低、安全性强的桥梁伸缩缝加载支撑装置。In order to solve the current technical problem that the adaptation of bridge expansion joints is difficult in performance testing, the utility model provides a bridge expansion joint loading support device with simple structure, good use effect, low cost and strong safety.

为了实现上述技术目的,本发明的技术方案是,In order to realize above-mentioned technical purpose, technical scheme of the present invention is,

一种桥梁伸缩缝加载支撑装置,包括箱梁、基座、挡板、螺栓、压板和伸缩缝试件,所述的箱梁固定于地面,箱梁的顶面上设有两个用于支撑伸缩缝试件的基座,所述的两个基座沿箱梁轴线方向设置于顶面的两端,基座顶部为用于承接伸缩缝试件的承接面,两个基座的承接面分别在靠近箱梁两侧端部的一侧固定有一块用于限制伸缩缝试件沿箱梁轴线的水平方向移动的挡板,两个基座的承接面分别在另一侧固定有两根用于限制伸缩缝试件沿垂直箱梁轴线的水平方向移动的螺栓,所述的压板通过设置两个用于穿过螺栓的压板孔以设置于两根螺栓上,每根螺栓在压板上方设置螺母以通过压板限制伸缩缝试件沿垂直箱梁轴线的竖直方向移动,所述的伸缩缝试件设置于两个基座之间并通过承接面、挡板、螺栓和压板进行固定,外部荷载作动器对伸缩缝试件施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。A loading and supporting device for bridge expansion joints, comprising a box girder, a base, a baffle plate, bolts, a pressure plate and an expansion joint test piece, the box girder is fixed on the ground, and the top surface of the box girder is provided with two The base of the expansion joint test piece, the two bases are arranged at both ends of the top surface along the axial direction of the box girder, the top of the base is the receiving surface for receiving the expansion joint test piece, the receiving surface of the two bases A baffle plate for restricting the movement of the expansion joint specimen along the horizontal direction of the axis of the box girder is fixed on one side close to the ends of both sides of the box girder, and two The bolts used to limit the movement of the expansion joint test piece in the horizontal direction perpendicular to the axis of the box girder, the pressure plate is set on two bolts by setting two pressure plate holes for passing through the bolts, and each bolt is set above the pressure plate The nut is used to limit the movement of the expansion joint test piece along the vertical direction perpendicular to the axis of the box girder through the pressure plate. The expansion joint test piece is arranged between the two bases and fixed by the receiving surface, the baffle plate, the bolt and the pressure plate. The load actuator applies the external force on the expansion joint specimen to simulate the bridge expansion joint being impacted by the vehicle load.

所述的一种桥梁伸缩缝加载支撑装置,所述的箱梁通过箱梁固定装置固定于地面上,所述的箱梁固定装置包括锚杆和设置于锚杆上的螺帽,所述箱梁上至少开有两组供所述锚杆通过的孔洞,每组孔洞包括分别设置于箱梁上下两侧壁上相同位置的两个孔洞,每根锚杆分别穿过一组孔洞,锚杆的下端固定于地面,上端旋入接触箱梁上侧壁表面的螺帽以固定箱梁。The described bridge expansion joint loading support device, the box girder is fixed on the ground through the box girder fixing device, the box girder fixing device includes an anchor rod and a nut arranged on the anchor rod, the box girder There are at least two groups of holes for the anchors to pass through on the beam, and each group of holes includes two holes respectively arranged at the same position on the upper and lower side walls of the box girder, and each anchor rod passes through a group of holes respectively, and the anchor rods The lower end of the box girder is fixed on the ground, and the upper end is screwed into a nut contacting the surface of the upper side wall of the box girder to fix the box girder.

所述的一种桥梁伸缩缝加载支撑装置,所述的基座包括立板和平板,所述的立板竖直的固定于箱梁的顶面上,所述的平板固定于立板顶部且上表面形成基座的承接面。The described bridge expansion joint loading support device, the base includes a vertical plate and a flat plate, the vertical plate is vertically fixed on the top surface of the box girder, the flat plate is fixed on the top of the vertical plate and The upper surface forms the receiving surface of the base.

所述的一种桥梁伸缩缝加载支撑装置,所述的箱梁的顶面上基座的承接面为沿箱梁轴线方向与水平面呈一定夹角的斜面,且两个基座的承接面处于同一平面上。In the above-mentioned bridge expansion joint loading support device, the receiving surface of the base on the top surface of the box girder is an inclined plane at a certain angle with the horizontal plane along the axial direction of the box girder, and the receiving surfaces of the two bases are in the on the same plane.

所述的一种桥梁伸缩缝加载支撑装置,所述的箱梁的数量为一个,所述的伸缩缝试件包括一根横梁和一个加载楔形块,所述的横梁固定于箱梁的顶面上两个基座之间,所述的加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于横梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。In the above described bridge expansion joint loading support device, the number of the box girder is one, and the expansion joint test piece includes a beam and a loading wedge, and the beam is fixed on the top surface of the box girder Between the upper two bases, the wedge angle of the loading wedge is the same as the inclination angle of the receiving surface, the loading wedge is fixed on the beam and the top surface of the loading wedge is horizontal, and the external load actuator is applied to the loading wedge. The block is applied to simulate the external force when the bridge expansion joint is impacted by the vehicle load.

所述的一种桥梁伸缩缝加载支撑装置,所述的箱梁的数量至少为两个,所述的伸缩缝试件包括与箱梁数量相等的横梁、一根中梁和至少一个加载楔形块,所述的每个横梁固定于一个箱梁的顶面上两个基座之间,所述的箱梁互相平行设置且每个箱梁的两端分别处于同一直线上,所述的中梁跨过横梁之间的间隔且固定于每个横梁上,所述的加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于中梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。In the above described bridge expansion joint loading support device, the number of the box girders is at least two, and the expansion joint test piece includes a beam equal to the number of the box girders, a middle beam and at least one loading wedge , each of the beams is fixed between two bases on the top surface of a box girder, the box girders are arranged parallel to each other and the two ends of each box girder are on the same straight line, and the middle beam across the gap between the beams and fixed on each beam, the wedge angle of the loading wedge is the same as the inclination angle of the receiving surface, the loading wedge is fixed on the middle beam and the top surface of the loading wedge is horizontal, The external load actuator applies the external force to the loading wedge to simulate the bridge expansion joint being impacted by the vehicle load.

本实用新型的技术效果在于,通过将基座顶面设置成不同倾斜角度,模拟桥梁在不同纵向坡度时,桥梁伸缩缝受车辆荷载冲击时的动力性能。本支撑装置构造简单、使用效果好、造价低、安全性强,可在伸缩缝加载实验中推广应用。The technical effect of the utility model is that by setting the top surface of the base at different inclination angles, the dynamic performance of the bridge expansion joints impacted by the vehicle load is simulated when the bridge is at different longitudinal gradients. The support device has the advantages of simple structure, good use effect, low cost and strong safety, and can be popularized and applied in expansion joint loading experiments.

下面结合附图对本实用新型作进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.

附图说明Description of drawings

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2为基座的分解示意图;Figure 2 is an exploded schematic view of the base;

图3为本实用新型装载伸缩缝之后的使用状态示意图;Fig. 3 is a schematic view of the utility model in use after the expansion joint is loaded;

图中:1、箱梁,2、锚杆,3、基座,4、挡板,5、压板,6、螺栓,7、横梁,8、中梁,9、加载楔形块,10、地锚槽。In the figure: 1. Box girder, 2. Anchor rod, 3. Base, 4. Baffle plate, 5. Pressure plate, 6. Bolt, 7. Beam, 8. Center beam, 9. Loading wedge, 10. Ground anchor groove.

具体实施方式Detailed ways

实施例1Example 1

参见图1,本实施例包括箱梁、基座、挡板、螺栓、压板和伸缩缝试件,箱梁固定于地面,箱梁的顶面上设有两个用于支撑伸缩缝试件的基座,两个基座沿箱梁轴线方向设置于顶面的两端,基座顶部为用于承接伸缩缝试件的承接面,两个基座的承接面分别在靠近箱梁两侧端部的一侧固定有一块用于限制伸缩缝试件沿箱梁轴线的水平方向移动的挡板,两个基座的承接面分别在另一侧固定有两根用于限制伸缩缝试件沿垂直箱梁轴线的水平方向移动的螺栓,压板通过设置两个用于穿过螺栓的压板孔以设置于两根螺栓上,每根螺栓在压板上方设置螺母以通过压板限制伸缩缝试件沿垂直箱梁轴线的竖直方向移动,伸缩缝试件设置于两个基座之间并通过承接面、挡板、螺栓和压板进行固定,外部荷载作动器对伸缩缝试件施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。Referring to Fig. 1, the present embodiment comprises box girder, base, baffle plate, bolt, pressure plate and expansion joint test piece, and box girder is fixed on the ground, and the top surface of box girder is provided with two for supporting expansion joint test piece. Base, the two bases are arranged at both ends of the top surface along the axial direction of the box girder. One side of the part is fixed with a baffle for restricting the movement of the expansion joint test piece along the horizontal direction of the box girder axis. Bolts that move in the horizontal direction perpendicular to the axis of the box girder. The pressure plate is set on two bolts by setting two pressure plate holes for passing through the bolts. Each bolt is provided with a nut above the pressure plate to limit the expansion joint specimen along the vertical direction through the pressure plate. The vertical direction of the axis of the box girder moves, the expansion joint specimen is set between two bases and fixed by the bearing surface, baffle plate, bolt and pressure plate, and the external load actuator applies the simulated bridge expansion joint to the expansion joint specimen The external force when impacted by the vehicle load.

其中箱梁通过箱梁固定装置固定于地面上,箱梁固定装置包括锚杆和设置于锚杆上的螺帽,所述箱梁上至少开有两组供所述锚杆通过的孔洞,每组孔洞包括分别设置于箱梁上下两侧壁上相同位置的两个孔洞,每根锚杆分别穿过一组孔洞,锚杆的下端固定于地面,上端旋入接触箱梁上侧壁表面的螺帽以固定箱梁。Wherein the box girder is fixed on the ground through the box girder fixing device, the box girder fixing device includes an anchor rod and a nut arranged on the anchor rod, and at least two groups of holes for the anchor rod to pass are opened on the box girder, each The group of holes includes two holes respectively arranged at the same position on the upper and lower side walls of the box girder. Each anchor rod passes through a group of holes respectively. Nuts to secure the box girder.

参见图2,本实施例的基座包括立板和平板,立板竖直的固定于箱梁的顶面上,平板固定于立板顶部且上表面形成基座的承接面。其中本实施例的基座由四块钢板焊接而成,包括三块立板和一块平板,三块立板焊接成工字型,实际使用时也可采用两块或更多块立板进行支撑。Referring to Fig. 2, the base of this embodiment includes a vertical plate and a flat plate, the vertical plate is fixed vertically on the top surface of the box girder, the flat plate is fixed on the top of the vertical plate and the upper surface forms the receiving surface of the base. Among them, the base of this embodiment is welded by four steel plates, including three vertical plates and a flat plate, and the three vertical plates are welded into an I-shaped shape. In actual use, two or more vertical plates can also be used for support. .

为了模拟实际桥梁状态,箱梁的顶面上基座的承接面为沿箱梁轴线方向与水平面呈一定夹角的斜面,且两个基座的承接面处于同一平面上。倾斜的角度根据所需模拟的桥梁纵坡角度而定。In order to simulate the actual bridge state, the receiving surface of the base on the top surface of the box girder is an inclined plane at a certain angle with the horizontal plane along the axis of the box girder, and the receiving surfaces of the two bases are on the same plane. The angle of inclination depends on the longitudinal slope angle of the bridge to be simulated.

本实施例的箱梁的数量为一个,伸缩缝试件包括一根横梁和一个加载楔形块,横梁固定于箱梁的顶面上两个基座之间,加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于横梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。The number of box girders in this embodiment is one, and the expansion joint test piece includes a beam and a loading wedge. The beam is fixed between the two bases on the top surface of the box girder. The inclination angle is the same, the loading wedge is fixed on the beam and the top surface of the loading wedge is horizontal, and the external load actuator applies an external force to the loading wedge to simulate the bridge expansion joint being impacted by the vehicle load.

实施例2Example 2

参见图3,本实施例的箱梁的数量为4个,伸缩缝试件包括与箱梁数量相等的横梁、一根中梁和两个加载楔形块,每个横梁固定于一个箱梁的顶面上两个基座之间,箱梁互相平行设置且每个箱梁的两端分别处于同一直线上,中梁跨过横梁之间的间隔且固定于每个横梁上,加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于中梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。本实施例的在试件的外两跨的中心焊有加载楔形块。实验时将横梁放置于基座的斜面上,调整好支撑架和试件的位置使四根横梁处于基座斜面上。本实施例为了固定4个箱梁,是通过锚杆将整个支撑架固定于地锚槽内。然后通过螺杆穿过基座斜面和压板的孔洞将伸缩缝的横梁固定在基座上。加载时,荷载作动器作用于加载楔形块的上表面,模拟桥梁在不同纵向坡度时,桥梁伸缩缝受车辆荷载冲击时的动力性能。Referring to Fig. 3, the number of box girders in this embodiment is 4, and the expansion joint test piece includes beams equal to the number of box girders, a middle beam and two loading wedges, and each beam is fixed on the top of a box girder. Between the two bases on the surface, the box girders are arranged parallel to each other and the two ends of each box girder are on the same straight line. The middle beam spans the gap between the beams and is fixed on each beam. The angle is the same as the inclination angle of the bearing surface, the loading wedge is fixed on the middle beam and the top surface of the loading wedge is horizontal, and the external load actuator applies an external force to the loading wedge to simulate the bridge expansion joint being impacted by the vehicle load. In this embodiment, a loading wedge is welded at the center of the outer two spans of the test piece. During the experiment, the beams were placed on the slope of the base, and the positions of the support frame and the specimen were adjusted so that the four beams were on the slope of the base. In order to fix 4 box girders in this embodiment, the whole support frame is fixed in the ground anchor groove by anchor rods. Then the crossbeam of the expansion joint is fixed on the base through the screw rod passing through the base slope and the hole of the pressing plate. When loading, the load actuator acts on the upper surface of the loading wedge to simulate the dynamic performance of the bridge expansion joints under the impact of vehicle loads when the bridge is at different longitudinal slopes.

Claims (6)

1.一种桥梁伸缩缝加载支撑装置,其特征在于,包括箱梁、基座、挡板、螺栓、压板和伸缩缝试件,所述的箱梁固定于地面,箱梁的顶面上设有两个用于支撑伸缩缝试件的基座,所述的两个基座沿箱梁轴线方向设置于顶面的两端,基座顶部为用于承接伸缩缝试件的承接面,两个基座的承接面分别在靠近箱梁两侧端部的一侧固定有一块用于限制伸缩缝试件沿箱梁轴线的水平方向移动的挡板,两个基座的承接面分别在另一侧固定有两根用于限制伸缩缝试件沿垂直箱梁轴线的水平方向移动的螺栓,所述的压板通过设置两个用于穿过螺栓的压板孔以设置于两根螺栓上,每根螺栓在压板上方设置螺母以通过压板限制伸缩缝试件沿垂直箱梁轴线的竖直方向移动,所述的伸缩缝试件设置于两个基座之间并通过承接面、挡板、螺栓和压板进行固定,外部荷载作动器对伸缩缝试件施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。1. a bridge expansion joint loading supporting device is characterized in that, comprises box girder, base, baffle plate, bolt, pressing plate and expansion joint test piece, and described box girder is fixed on the ground, and the top surface of box girder is provided with There are two bases for supporting the expansion joint test piece, the two bases are arranged at both ends of the top surface along the axial direction of the box girder, the top of the base is the receiving surface for receiving the expansion joint test piece, the two bases The receiving surfaces of the two bases are respectively fixed with a baffle on the side close to the ends of both sides of the box girder to limit the movement of the expansion joint specimen along the horizontal direction of the box girder axis, and the receiving surfaces of the two bases are respectively on the other side. Two bolts are fixed on one side to limit the horizontal movement of the expansion joint specimen along the axis of the vertical box girder. Nuts are set above the pressing plate to restrict the movement of the expansion joint specimen along the vertical direction perpendicular to the axis of the box girder through the pressing plate. and the pressure plate are fixed, and the external load actuator applies the external force to the expansion joint specimen to simulate the bridge expansion joint being impacted by the vehicle load. 2.根据权利要求1所述的一种桥梁伸缩缝加载支撑装置,其特征在于,所述的箱梁通过箱梁固定装置固定于地面上,所述的箱梁固定装置包括锚杆和设置于锚杆上的螺帽,所述箱梁上至少开有两组供所述锚杆通过的孔洞,每组孔洞包括分别设置于箱梁上下两侧壁上相同位置的两个孔洞,每根锚杆分别穿过一组孔洞,锚杆的下端固定于地面,上端旋入接触箱梁上侧壁表面的螺帽以固定箱梁。2. The loading and supporting device for bridge expansion joints according to claim 1, wherein the box girder is fixed on the ground through a box girder fixing device, and the box girder fixing device includes anchor rods and is arranged on The nut on the anchor rod. There are at least two groups of holes for the anchor rod to pass through on the box girder. Each group of holes includes two holes that are respectively arranged at the same position on the upper and lower side walls of the box girder. Each anchor The rods pass through a group of holes respectively, the lower end of the anchor rod is fixed on the ground, and the upper end is screwed into a nut that contacts the upper side wall surface of the box girder to fix the box girder. 3.根据权利要求1所述的一种桥梁伸缩缝加载支撑装置,其特征在于,所述的基座包括立板和平板,所述的立板竖直的固定于箱梁的顶面上,所述的平板固定于立板顶部且上表面形成基座的承接面。3. A kind of bridge expansion joint loading support device according to claim 1, characterized in that, said base comprises a riser and a flat plate, and said riser is vertically fixed on the top surface of the box girder, The flat plate is fixed on the top of the vertical plate and the upper surface forms the receiving surface of the base. 4.根据权利要求1所述的一种桥梁伸缩缝加载支撑装置,其特征在于,所述的箱梁的顶面上基座的承接面为沿箱梁轴线方向与水平面呈一定夹角的斜面,且两个基座的承接面处于同一平面上。4. A bridge expansion joint loading support device according to claim 1, characterized in that, the receiving surface of the base on the top surface of the box girder is an inclined plane at a certain angle with the horizontal plane along the axial direction of the box girder , and the receiving surfaces of the two bases are on the same plane. 5.根据权利要求4所述的一种桥梁伸缩缝加载支撑装置,其特征在于,所述的箱梁的数量为一个,所述的伸缩缝试件包括一根横梁和一个加载楔形块,所述的横梁固定于箱梁的顶面上两个基座之间,所述的加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于横梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。5. The loading support device for a bridge expansion joint according to claim 4, wherein the number of said box girders is one, and said expansion joint test piece comprises a beam and a loading wedge, and said The beam is fixed between two bases on the top surface of the box girder, the wedge angle of the loading wedge is the same as the inclination angle of the receiving surface, the loading wedge is fixed on the beam and the top surface of the loading wedge is Horizontally, the external load actuator exerts an external force on the loading wedge to simulate the bridge expansion joint being impacted by the vehicle load. 6.根据权利要求4所述的一种桥梁伸缩缝加载支撑装置,其特征在于,所述的箱梁的数量至少为两个,所述的伸缩缝试件包括与箱梁数量相等的横梁、一根中梁和至少一个加载楔形块,所述的每个横梁固定于一个箱梁的顶面上两个基座之间,所述的箱梁互相平行设置且每个箱梁的两端分别处于同一直线上,所述的中梁跨过横梁之间的间隔且固定于每个横梁上,所述的加载楔形块的楔形角度与承接面的倾斜角度相同,加载楔形块固定于中梁上且使加载楔形块顶面呈水平,外部荷载作动器对加载楔形块施加模拟桥梁伸缩缝受车辆荷载冲击时的外力。6. The loading and supporting device for bridge expansion joints according to claim 4, characterized in that, the number of said box girders is at least two, and said expansion joint test piece comprises beams equal to the number of box girders, A middle beam and at least one loading wedge, each cross beam is fixed between two bases on the top surface of a box beam, the box beams are arranged parallel to each other and the two ends of each box beam are respectively On the same straight line, the middle beam spans the gap between the beams and is fixed on each beam, the wedge angle of the loading wedge is the same as the inclination angle of the receiving surface, and the loading wedge is fixed on the middle beam And the top surface of the loading wedge is horizontal, and the external load actuator applies an external force to the loading wedge to simulate the bridge expansion joint being impacted by the vehicle load.
CN201820544645.5U 2018-04-17 2018-04-17 Bridge expansion joint loading strutting arrangement Expired - Fee Related CN208072195U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111103189A (en) * 2019-12-24 2020-05-05 深圳大学 A kind of slope stability test device and test method
CN112113788A (en) * 2020-09-29 2020-12-22 武汉海润工程设备有限公司 Multi-functional bridge expansion joint testing machine of multi freedom
CN118310893A (en) * 2024-06-11 2024-07-09 河南汉博建筑工程有限责任公司 Compression test device for expansion joint of highway bridge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111103189A (en) * 2019-12-24 2020-05-05 深圳大学 A kind of slope stability test device and test method
CN112113788A (en) * 2020-09-29 2020-12-22 武汉海润工程设备有限公司 Multi-functional bridge expansion joint testing machine of multi freedom
CN118310893A (en) * 2024-06-11 2024-07-09 河南汉博建筑工程有限责任公司 Compression test device for expansion joint of highway bridge

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