WO2021212590A1 - Novel bridge expansion joint structure - Google Patents

Novel bridge expansion joint structure Download PDF

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Publication number
WO2021212590A1
WO2021212590A1 PCT/CN2020/092051 CN2020092051W WO2021212590A1 WO 2021212590 A1 WO2021212590 A1 WO 2021212590A1 CN 2020092051 W CN2020092051 W CN 2020092051W WO 2021212590 A1 WO2021212590 A1 WO 2021212590A1
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Prior art keywords
cover plate
section steel
hook
expansion joint
lower cover
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PCT/CN2020/092051
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French (fr)
Chinese (zh)
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刘西平
邹诚杰
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昆山顶牛市政建设有限公司
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Publication of WO2021212590A1 publication Critical patent/WO2021212590A1/en

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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
    • E01D19/06Arrangement, construction or bridging of expansion joints

Definitions

  • Expansion joints are set at the joints of the bridge and the joints of the roads at both ends to meet the requirements of bridge deck deformation.
  • Expansion joints are usually set between the two beam ends, between the beam ends and the abutment, or at the hinged position of the bridge.
  • Expansion joints are required to be able to expand and contract freely in two directions parallel and perpendicular to the axis of the bridge. They should be firm and reliable. Vehicles should run smoothly, without sudden jumps and noise; installation, inspection, maintenance, and dirt removal should be simple and convenient. Once the bridge expansion joint is damaged, it will seriously affect the speed, comfort and safety of driving, and even cause driving safety accidents.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)

Abstract

A bridge expansion joint structure. The expansion joint is provided with an expansion device (1); the expansion device (1) comprises a cover plate (2) and section steel; the section steel comprises left section steel (31) and right section steel (32) provided on two sides of the expansion joint; the cover plate (2) is detachably connected to the section steel; the cover plate (2) comprises an upper cover plate (21) and a lower cover plate (22); the left section steel (31) and the right section steel (32) are respectively provided with a plurality of first shackles (311) and second shackles (321) arranged at equal intervals; the lower cover plate (22) is provided with a plurality of first hooks (221) and second hooks (222) corresponding to the first shackles (311) and the second shackles (321), respectively; the first hooks (221) and the second hooks (222) are respectively slidably connected to the lower cover plate (22); and a plurality of compression springs (4) are provided under the cover plate (2).

Description

新型桥梁伸缩缝结构New bridge expansion joint structure 技术领域Technical field
本实用新型属于桥梁工程技术领域,具体涉及一种新型桥梁伸缩缝结构。The utility model belongs to the technical field of bridge engineering, and specifically relates to a novel bridge expansion joint structure.
背景技术Background technique
随着社会的不断发展,我国经济的飞速发展,道路作为国家的命脉也得到了空前发展。在桥梁的连接处以及两端道路的连接处均设置伸缩缝,用于满足桥面变形的要求,通常在两梁端之间、梁端与桥台之间或桥梁的铰接位置上设置伸缩缝。要求伸缩缝在平行、垂直于桥梁轴线的两个方向,均能自由伸缩,牢固可靠,车辆行驶过时应平顺、无突跳与噪声;安装、检查、养护、消除污物都要简易方便。桥梁伸缩缝一旦被破坏,将严重影响行车的速度、舒适性与安全,甚至造成行车安全事故。With the continuous development of society and the rapid development of China's economy, the road, as the lifeblood of the country, has also achieved unprecedented development. Expansion joints are set at the joints of the bridge and the joints of the roads at both ends to meet the requirements of bridge deck deformation. Expansion joints are usually set between the two beam ends, between the beam ends and the abutment, or at the hinged position of the bridge. Expansion joints are required to be able to expand and contract freely in two directions parallel and perpendicular to the axis of the bridge. They should be firm and reliable. Vehicles should run smoothly, without sudden jumps and noise; installation, inspection, maintenance, and dirt removal should be simple and convenient. Once the bridge expansion joint is damaged, it will seriously affect the speed, comfort and safety of driving, and even cause driving safety accidents.
而目前的桥梁伸缩缝的结构也不够牢固,车辆长时间驶过存在安全隐患;再者,现在伸缩缝的连接均是通过钢板进行简单的连接,而这种构造方式往往为了省事直接将钢板做固定连接,即不可拆卸连接,日常使用时,不能对伸缩缝进行常规检查与维护,存在安全隐患;且由于钢板比较硬,因此,采用钢板连接的伸缩缝存在着行车舒适性较差,行车过程中易发生跳车,所以设计出具有较好的承载力,稳固性好,满足桥梁伸缩变形的伸缩缝结构具有很实用的意义。However, the structure of the current bridge expansion joints is not strong enough, and there are potential safety hazards when vehicles pass by for a long time. Moreover, the joints of the current expansion joints are simply connected by steel plates, and this construction method is often made of steel plates directly in order to save trouble. Fixed connection, that is, non-detachable connection. In daily use, the expansion joints cannot be routinely inspected and maintained, which poses a safety hazard; and because the steel plate is relatively hard, the expansion joints connected by the steel plate have poor driving comfort, and the driving process Vehicle jumping is prone to occur in the medium, so it is of practical significance to design an expansion joint structure that has good bearing capacity, good stability, and meets the expansion and contraction deformation of the bridge.
实用新型内容Utility model content
本实用新型主要解决的技术问题是:提供一种新型桥梁伸缩缝结构,满足道路伸缩变形的要求,结构稳固、承载力佳且行车过程中平缓舒适感佳;同时安装、检查、养护皆简易方便。The main technical problem solved by the utility model is to provide a new type of bridge expansion joint structure to meet the requirements of road expansion and deformation. The structure is stable, the bearing capacity is good, and the driving process is smooth and comfortable; at the same time, installation, inspection, and maintenance are simple and convenient. .
为解决上述技术问题,本实用新型采用的一个技术方案是:一种新型桥梁伸缩缝结构,包括伸缩缝,所述伸缩缝设有伸缩装置,所述伸缩装置包括盖板 和型钢,所述型钢包括设于伸缩缝两侧的左侧型钢和右侧型钢,所述盖板设于伸缩缝的上方,所述盖板与所述桥面齐平;In order to solve the above technical problems, a technical solution adopted by the present utility model is: a new type of bridge expansion joint structure, including expansion joints, the expansion joints are provided with expansion devices, the expansion devices include a cover plate and section steel, the section steel It comprises a left-side section steel and a right-side section steel arranged on both sides of the expansion joint, the cover plate is arranged above the expansion joint, and the cover plate is flush with the bridge deck;
所述盖板与所述型钢可拆卸连接,所述盖板包括上盖板与下盖板,所述上盖板设于下盖板的上方,所述上盖板与所述下盖板可拆卸连接;所述左侧型钢和所述右侧型钢分别设有若干等间距设置的第一钩环和第二钩环,所述下盖板设有若干与第一钩环和第二钩环相对应的第一挂钩和第二挂钩;所述第一挂钩和第二挂钩分别与所述下盖板滑动连接;所述左侧型钢的右侧壁和所述右侧型钢的左侧壁分别设有若干供第一挂钩和所述第二挂钩伸入的第一长孔和第二长孔,所述第一长孔与所述第一钩环一一对应,所述第二长孔与所述第二钩环一一对应;The cover plate is detachably connected to the section steel, the cover plate includes an upper cover plate and a lower cover plate, the upper cover plate is arranged above the lower cover plate, and the upper cover plate and the lower cover plate can be Disassembly and connection; the left side section steel and the right side section steel are respectively provided with a number of first shackles and second shackles arranged at equal intervals, and the lower cover plate is provided with a number of first shackles and second shackles Corresponding first hook and second hook; the first hook and the second hook are respectively slidably connected to the lower cover plate; the right side wall of the left side section steel and the left side wall of the right side section steel respectively There are a number of first long holes and second long holes into which the first hook and the second hook extend. The first long holes correspond to the first hook and loop one by one, and the second long holes are The second shackles are in one-to-one correspondence;
所述盖板的下方设有若干按压弹簧。A number of pressing springs are arranged under the cover plate.
进一步地说,实现所述第一挂钩和所述第二挂钩滑动连接的具体结构为:所述下盖板设有滑槽,所述滑槽设有滑轨,所述第一挂钩的顶端和所述第二挂钩的顶端分别设有滑块,所述滑块套于滑轨并能够沿滑轨滑动。Further, the specific structure for realizing the sliding connection of the first hook and the second hook is as follows: the lower cover is provided with a sliding groove, the sliding groove is provided with a sliding rail, and the top end of the first hook and The top ends of the second hooks are respectively provided with sliding blocks, and the sliding blocks are sleeved on the sliding rail and can slide along the sliding rail.
更进一步地说,所述第一挂钩与滑槽之间设有第一挤压弹簧;所述第二挂钩与滑槽之间设有第二挤压弹簧。Furthermore, a first compression spring is provided between the first hook and the sliding groove; a second compression spring is provided between the second hook and the sliding groove.
进一步地说,所述左侧型钢和所述右侧型钢皆为矩形钢,所述第一挂钩固定连接于左侧型钢的左侧内壁,所述第二挂钩固定连接于右侧型钢的右侧内壁。Further, the left side section steel and the right side section steel are both rectangular steels, the first hook is fixedly connected to the left inner wall of the left side section steel, and the second hook is fixedly connected to the right side of the right side section steel. Inner wall.
进一步地说,所述第一型钢和所述第二型钢分别与所述桥梁的钢筋焊接。Furthermore, the first section steel and the second section steel are respectively welded to the steel bars of the bridge.
进一步地说,所述下盖板、所述第一型钢、第二型钢之间皆填充有弹性填充材料。Furthermore, elastic filling materials are filled between the lower cover plate, the first section steel, and the second section steel.
进一步地说,所述弹性填充材料为聚氨酯密封胶、有机硅密封胶或聚硫密封胶。Furthermore, the elastic filling material is polyurethane sealant, silicone sealant or polysulfide sealant.
本实用新型的有益效果至少具有以下几点:The beneficial effects of the utility model have at least the following points:
本实用新型先将左侧型钢和右侧型钢安装于伸缩缝两侧并与桥梁的钢筋焊接,然后将下盖板盖于伸缩缝的上端,按压下盖板同时挤压第一挤压弹簧和第二挤压弹簧将第一挂钩和第二挂钩向两侧拨,然后松开下盖板,下盖板在按压 弹簧的作用力下带动第一挂钩和第二挂钩上升,待按压弹簧恢复正常,松开第一挤压弹簧和第二挤压弹簧,此时,第一挂钩和第二挂钩勾住挂环并且在第一挤压弹簧和第二挤压弹簧的作用下对伸缩缝变形作出应对反应,避免伸缩缝裂缝造成安全隐患,结构稳固,承载力佳,最后盖上上盖板;本实用新型安装方便,维修也方便;The utility model first installs the left side section steel and the right side section steel on both sides of the expansion joint and welds with the steel bars of the bridge, and then covers the lower cover plate on the upper end of the expansion joint, and presses the lower cover plate to simultaneously squeeze the first compression spring and The second squeeze spring pushes the first hook and the second hook to both sides, and then releases the lower cover. The lower cover drives the first hook and the second hook to rise under the force of the pressing spring, and wait for the pressing spring to return to normal , Loosen the first compression spring and the second compression spring. At this time, the first hook and the second hook hook the hanging ring and deform the expansion joint under the action of the first compression spring and the second compression spring. Responding to reactions, avoiding hidden dangers caused by expansion joint cracks, stable structure, good bearing capacity, and finally covered with a cover plate; the utility model is convenient to install and convenient to maintain;
佳的是,盖板下方设有按压弹簧,不但承载力佳,而且可以适当减震,行车过程中不会产生颠簸,增加行车平缓舒适感;盖板与第一型钢和第二型钢可拆卸连接,方便检查与维护;The good thing is that there is a pressing spring under the cover, which not only has good bearing capacity, but also can properly absorb shocks. There will be no bumps during driving and increase the smooth driving comfort. The cover is detachably connected to the first and second steel sections. , To facilitate inspection and maintenance;
更佳的是,第一型钢与第二型钢之间填充有弹性填充材料,且弹性填充材料为聚氨酯密封胶、有机硅密封胶和聚硫密封胶中的一种,满足桥梁主体伸缩变形需要,也提高了桥梁伸缩缝的寿命,减少桥梁伸缩缝的维护的难度,缩短施工期,减少日常维护清扫工作;再者该弹性填充材料具有很好的阻尼减振功能,有效提高路面的平稳性,减小跳车影响,从而提高桥梁的寿命;同时在维护时,对于已经破损的密封橡胶带,可以不必更换直接灌注弹性填充材料。More preferably, an elastic filling material is filled between the first section steel and the second section steel, and the elastic filling material is one of polyurethane sealant, silicone sealant and polysulfide sealant, which meets the needs of the expansion and deformation of the bridge body. It also improves the life of bridge expansion joints, reduces the difficulty of maintenance of bridge expansion joints, shortens the construction period, and reduces daily maintenance and cleaning work; in addition, the elastic filling material has a good damping and vibration reduction function, which effectively improves the stability of the road surface. Reduce the impact of vehicle jumping, thereby increasing the life of the bridge; at the same time, for the damaged sealing rubber belt during maintenance, it is not necessary to replace the elastic filling material directly.
附图说明Description of the drawings
图1是本实用新型的结构示意图(未完全安装状态);Figure 1 is a schematic diagram of the structure of the utility model (not fully installed state);
图2是图1中A1的放大图;Figure 2 is an enlarged view of A1 in Figure 1;
图3是图1中A-A方向的结构示意图;Fig. 3 is a schematic diagram of the structure in the direction A-A in Fig. 1;
图4是图3中A2的放大图;Figure 4 is an enlarged view of A2 in Figure 3;
图5是本实用新型的左侧型钢的结构示意图;Figure 5 is a schematic view of the structure of the left side section of the utility model;
图6是图5中B-B方向的结构示意图;Fig. 6 is a schematic diagram of the structure in the direction B-B in Fig. 5;
图7是图5中C-C方向的结构示意图;Fig. 7 is a schematic diagram of the structure in the direction C-C in Fig. 5;
附图中各部分标记如下:The parts in the drawings are marked as follows:
伸缩装置1、盖板2、上盖板21、下盖板22、第一挂钩221、第二挂钩222、滑槽23、滑轨231、滑块232、第一挤压弹簧233、第二挤压弹簧234、左侧型钢31、第一钩环311、第一长孔312、右侧型钢32、第二钩环321、第二长孔322、按压弹簧4。Telescopic device 1, cover 2, upper cover 21, lower cover 22, first hook 221, second hook 222, sliding groove 23, sliding rail 231, sliding block 232, first compression spring 233, second compression Compression spring 234, left section steel 31, first shackle 311, first long hole 312, right section steel 32, second shackle 321, second long hole 322, and pressing spring 4.
具体实施方式Detailed ways
下面结合附图对本实用新型的较佳实施例进行详细阐述,以使本实用新型的优点和特征能更易于被本领域技术人员理解,从而对本实用新型的保护范围做出更为清楚明确的界定。The preferred embodiments of the utility model will be described in detail below in conjunction with the accompanying drawings, so that the advantages and features of the utility model can be more easily understood by those skilled in the art, so as to make a clearer and clearer definition of the scope of protection of the utility model. .
实施例:一种新型桥梁伸缩缝结构,如图1-图7,包括伸缩缝,所述伸缩缝设有伸缩装置1,所述伸缩装置包括盖板2和型钢,所述型钢包括设于伸缩缝两侧的左侧型钢31和右侧型钢32,所述盖板设于伸缩缝的上方,所述盖板与桥面齐平;Example: A new type of bridge expansion joint structure, as shown in Figures 1 to 7, including expansion joints, the expansion joints are provided with an expansion device 1, the expansion device includes a cover plate 2 and section steel, the section steel includes the expansion joint The left section steel 31 and the right section steel 32 on both sides of the seam, the cover plate is arranged above the expansion joint, and the cover plate is flush with the bridge deck;
所述盖板与所述型钢可拆卸连接,所述盖板包括上盖板21与下盖板22,所述上盖板设于下盖板的上方,所述上盖板与所述下盖板可拆卸连接,安装时,直接将上盖板覆盖于下盖板的上方;所述左侧型钢的内部设有若干等间距设置的第一钩环311,所述右侧型钢的内部设有若干等间距设置第二钩环321,所述下盖板设有若干与第一钩环和第二钩环相对应的第一挂钩221和第二挂钩222;所述第一挂钩和第二挂钩分别与所述下盖板滑动连接;所述左侧型钢的右侧壁设有若干供第一挂钩伸入的第一长孔312,所述右侧型钢的左侧壁设有若干供所述第二挂钩伸入的第二长孔322,所述第一长孔与所述第一钩环一一对应,所述第二长孔与所述第二钩环一一对应;The cover plate is detachably connected to the section steel, the cover plate includes an upper cover plate 21 and a lower cover plate 22, the upper cover plate is arranged above the lower cover plate, the upper cover plate and the lower cover plate The plate can be detachably connected. When installing, the upper cover plate is directly covered above the lower cover plate; inside the left section steel is provided with a number of first shackles 311 arranged at equal intervals, and the inside of the right section steel is provided with A plurality of second hooks 321 are arranged at equal intervals, and the lower cover plate is provided with a plurality of first hooks 221 and second hooks 222 corresponding to the first hooks and the second hooks; the first hooks and the second hooks Are respectively slidably connected to the lower cover; the right side wall of the left side section steel is provided with a number of first long holes 312 for the first hook to extend, and the left side wall of the right side section steel is provided with a number of A second long hole 322 into which the second hook extends, the first long hole corresponds to the first hook and loop one to one, and the second long hole corresponds to the second hook and loop one to one;
所述盖板的下方设有若干按压弹簧4,所述按压弹簧一一对应设于滑槽的下方,(按压弹簧选择长度稍短,阻尼系数稍大的弹簧)。A number of pressing springs 4 are arranged under the cover plate, and the pressing springs are arranged under the sliding groove one by one. (The pressing spring selects a spring with a shorter length and a larger damping coefficient).
所述第一长孔与所述第二长孔皆为通孔。Both the first long hole and the second long hole are through holes.
所述左侧型钢与所述右侧型刚为对称设置且结构相同的的型钢。The left-side section steel and the right-side section steel are symmetrically arranged and structurally the same.
实现所述第一挂钩和所述第二挂钩滑动连接的具体结构为:所述下盖板设有滑槽23,所述滑槽设有滑轨231,所述第一挂钩的顶端和所述第二挂钩的顶端分别设有滑块232,所述滑块套于滑轨并能够沿滑轨滑动。The specific structure for realizing the sliding connection of the first hook and the second hook is: the lower cover plate is provided with a sliding groove 23, the sliding groove is provided with a sliding rail 231, and the top end of the first hook and the The top ends of the second hooks are respectively provided with sliders 232, which are sleeved on the sliding rail and can slide along the sliding rail.
所述第一挂钩与滑槽之间设有第一挤压弹簧233;所述第二挂钩与滑槽之间设有第二挤压弹簧234。A first compression spring 233 is provided between the first hook and the sliding groove; a second compression spring 234 is provided between the second hook and the sliding groove.
所述左侧型钢和所述右侧型钢皆为矩形钢,所述第一挂钩固定连接于左侧型钢的左侧内壁,所述第二挂钩固定连接于右侧型钢的右侧内壁。The left section steel and the right section steel are both rectangular steels, the first hook is fixedly connected to the left inner wall of the left section steel, and the second hook is fixedly connected to the right inner wall of the right section steel.
所述第一型钢和所述第二型钢分别与所述桥梁的钢筋焊接。The first section steel and the second section steel are respectively welded to the steel bars of the bridge.
所述下盖板、所述第一型钢、第二型钢之间皆填充有弹性填充材料(图未示意)。Elastic filling materials (not shown in the figure) are filled between the lower cover plate, the first section steel, and the second section steel.
所述弹性填充材料为聚氨酯密封胶、有机硅密封胶或聚硫密封胶。The elastic filling material is polyurethane sealant, organic silicon sealant or polysulfide sealant.
本实用新型的工作原理如下:The working principle of the utility model is as follows:
先将左侧型钢和右侧型钢安装于伸缩缝两侧并与桥梁的钢筋焊接,然后将下盖板盖于伸缩缝的上端(前述为图1所示),按压下盖板同时挤压第一挤压弹簧和第二挤压弹簧将第一挂钩和第二挂钩向两侧拨,然后松开下盖板,下盖板在按压弹簧的作用力下带动第一挂钩和第二挂钩上升,待按压弹簧恢复正常,松开第一挤压弹簧和第二挤压弹簧,此时,第一挂钩和第二挂钩勾住挂环并且在第一挤压弹簧和第二挤压弹簧的作用下对伸缩缝变形作出应对反应,避免伸缩缝裂缝造成安全隐患,结构稳固,承载力佳,最后盖上上盖板。First install the left and right section steels on both sides of the expansion joint and weld them with the steel bars of the bridge, then cover the lower cover plate on the upper end of the expansion joint (shown in Figure 1 above), press the lower cover plate while squeezing the second A squeeze spring and a second squeeze spring push the first hook and the second hook to both sides, and then loosen the lower cover. The lower cover drives the first hook and the second hook to rise under the force of the pressing spring. When the pressing spring returns to normal, loosen the first pressing spring and the second pressing spring. At this time, the first hook and the second hook hook the hanging ring and are under the action of the first pressing spring and the second pressing spring. Respond to the deformation of the expansion joint to avoid potential safety hazards caused by cracks in the expansion joint. The structure is stable and the bearing capacity is good. Finally, the cover is covered.
以上所述仅为本实用新型的实施例,并非因此限制本实用新型的专利范围,凡是利用本实用新型说明书及附图内容所作的等效结构变换,或直接或间接运用在其他相关的技术领域,均同理包括在本实用新型的专利保护范围内。The above are only the embodiments of the present utility model, and do not therefore limit the scope of the present utility model. Any equivalent structural transformation made using the content of the utility model description and drawings, or directly or indirectly applied to other related technical fields , The same reason is included in the scope of patent protection of this utility model.

Claims (7)

  1. 一种新型桥梁伸缩缝结构,其特征在于:包括伸缩缝,所述伸缩缝设有伸缩装置,所述伸缩装置包括盖板和型钢,所述型钢包括设于伸缩缝两侧的左侧型钢和右侧型钢,所述盖板设于伸缩缝的上方,所述盖板与桥面齐平;A new type of bridge expansion joint structure, which is characterized in that it includes expansion joints, the expansion joints are provided with expansion devices, the expansion devices include a cover plate and a section steel, and the section steel includes left section steel and Right-side section steel, the cover plate is arranged above the expansion joint, and the cover plate is flush with the bridge deck;
    所述盖板与所述型钢可拆卸连接,所述盖板包括上盖板与下盖板,所述上盖板设于下盖板的上方,所述上盖板与所述下盖板可拆卸连接;所述左侧型钢和所述右侧型钢分别对应设有若干等间距设置的第一钩环和第二钩环,所述下盖板设有若干与第一钩环和第二钩环相对应的第一挂钩和第二挂钩;所述第一挂钩和第二挂钩分别与所述下盖板滑动连接;所述左侧型钢的右侧壁和所述右侧型钢的左侧壁分别设有若干供第一挂钩和所述第二挂钩伸入的第一长孔和第二长孔,所述第一长孔与所述第一钩环一一对应,所述第二长孔与所述第二钩环一一对应;The cover plate is detachably connected to the section steel, the cover plate includes an upper cover plate and a lower cover plate, the upper cover plate is arranged above the lower cover plate, and the upper cover plate and the lower cover plate can be Disassembly and connection; the left side section steel and the right side section steel are respectively provided with a number of first shackles and second shackles arranged at equal intervals, the lower cover plate is provided with a number of first shackles and second hooks The first hook and the second hook corresponding to the ring; the first hook and the second hook are respectively slidably connected to the lower cover plate; the right side wall of the left side section steel and the left side wall of the right side section steel A number of first long holes and second long holes into which the first hook and the second hook extend are respectively provided, and the first long holes correspond to the first hook and loop one by one, and the second long holes One-to-one correspondence with the second shackle;
    所述盖板的下方设有若干按压弹簧。A number of pressing springs are arranged under the cover plate.
  2. 根据权利要求1所述的新型桥梁伸缩缝结构,其特征在于:实现所述第一挂钩和所述第二挂钩滑动连接的具体结构为:所述下盖板设有滑槽,所述滑槽设有滑轨,所述第一挂钩的顶端和所述第二挂钩的顶端分别设有滑块,所述滑块套于滑轨并能够沿滑轨滑动。The new bridge expansion joint structure according to claim 1, wherein the specific structure for realizing the sliding connection of the first hook and the second hook is: the lower cover plate is provided with a sliding groove, and the sliding groove A sliding rail is provided, the top of the first hook and the top of the second hook are respectively provided with sliding blocks, and the sliding blocks are sleeved on the sliding rails and can slide along the sliding rails.
  3. 根据权利要求2所述的新型桥梁伸缩缝结构,其特征在于:所述第一挂钩与滑槽之间设有第一挤压弹簧;所述第二挂钩与滑槽之间设有第二挤压弹簧。The new bridge expansion joint structure according to claim 2, characterized in that: a first compression spring is provided between the first hook and the slide groove; a second compression spring is provided between the second hook and the slide groove Compression spring.
  4. 根据权利要求1所述的新型桥梁伸缩缝结构,其特征在于:所述左侧型钢和所述右侧型钢皆为矩形钢,所述第一挂钩固定连接于左侧型钢的左侧内壁,所述第二挂钩固定连接于右侧型钢的右侧内壁。The new bridge expansion joint structure according to claim 1, characterized in that: the left section steel and the right section steel are both rectangular steel, and the first hook is fixedly connected to the left inner wall of the left section steel, so The second hook is fixedly connected to the right inner wall of the right steel section.
  5. 根据权利要求1所述的新型桥梁伸缩缝结构,其特征在于:所述第一型钢和所述第二型钢分别与所述桥梁的钢筋焊接。The new bridge expansion joint structure according to claim 1, wherein the first section steel and the second section steel are respectively welded to the steel bars of the bridge.
  6. 根据权利要求1所述的新型桥梁伸缩缝结构,其特征在于:所述下盖板、所述第一型钢、第二型钢之间皆填充有弹性填充材料。The new bridge expansion joint structure according to claim 1, characterized in that: elastic filling materials are filled between the lower cover plate, the first section steel, and the second section steel.
  7. 根据权利要求6述的新型桥梁伸缩缝结构,其特征在于:所述弹性填充材料为聚氨酯密封胶、有机硅密封胶或聚硫密封胶。The new bridge expansion joint structure according to claim 6, characterized in that the elastic filling material is polyurethane sealant, silicone sealant or polysulfide sealant.
PCT/CN2020/092051 2020-04-23 2020-05-25 Novel bridge expansion joint structure WO2021212590A1 (en)

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CN115341456A (en) * 2022-08-29 2022-11-15 黑龙江鑫交研桥梁科技开发有限公司 Polyurethane composite bridge expansion joint structure

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CN114032761B (en) * 2021-11-29 2023-12-22 朱权 Bridge expansion joint filling equipment

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CN105839531A (en) * 2016-04-15 2016-08-10 方剑 Covering device for expansion joint of municipal bridge
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CN115341456A (en) * 2022-08-29 2022-11-15 黑龙江鑫交研桥梁科技开发有限公司 Polyurethane composite bridge expansion joint structure

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