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CN109667341B - A shock-absorbing steel structure node member - Google Patents

A shock-absorbing steel structure node member Download PDF

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CN109667341B
CN109667341B CN201910101813.2A CN201910101813A CN109667341B CN 109667341 B CN109667341 B CN 109667341B CN 201910101813 A CN201910101813 A CN 201910101813A CN 109667341 B CN109667341 B CN 109667341B
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steel
shock
groove
channel
movable
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CN109667341A (en
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曾晓云
王玉山
高丽
唐艳娟
李志强
夏多田
袁康
郭军林
雷佳
李文瑞
邵鸿伟
马泽轩
王海晶
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Shihezi University
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/024Structures with steel columns and beams

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  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
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  • Structural Engineering (AREA)
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  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
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  • Vibration Prevention Devices (AREA)
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Abstract

本发明涉及钢结构领域,具体公开了一种减震式钢结构节点构件,针对现有的钢结构节点位置减震性较差,且容易导致螺栓断裂的问题,现提出如下方案,其包括钢柱、槽钢以及桁架弦杆,所述钢柱与桁架弦杆之间连接有槽钢,所述钢柱靠近槽钢的一侧设置有限位槽,且限位槽奶滑动连接有限位块,所述限位块远离限位槽的一侧连接有减震钢板,所述减震钢板的底端中间位置铰接有两个对称设置的铰接杆,且铰接杆的底端铰接有活动块。本发明的钢结构连接件节点位置在产生剪切力时,能够获得有效的缓冲减震保护,并且能够防止减震钢板与槽钢发生直接碰撞,对槽钢进行保护,从而能够对该钢结构节点处的结构进行保护,保证该钢结构的稳定性,适宜推广。

Figure 201910101813

The invention relates to the field of steel structures, and specifically discloses a shock-absorbing steel structure node member. Aiming at the problems that the existing steel structure nodes have poor shock absorption and easily lead to bolt breakage, the following solution is proposed, which includes steel A column, a channel steel and a truss chord, a channel steel is connected between the steel column and the truss chord, a limit slot is arranged on the side of the steel column close to the channel steel, and the limit slot milk is slidably connected to a limit block, A shock-absorbing steel plate is connected to the side of the limit block away from the limit slot, two symmetrically arranged hinge rods are hinged at the middle position of the bottom end of the shock-absorbing steel plate, and the bottom end of the hinge rod is hinged with a movable block. When the shear force is generated at the node position of the steel structure connector of the present invention, effective buffering and shock absorption protection can be obtained, and the direct collision between the shock absorbing steel plate and the channel steel can be prevented, and the channel steel can be protected, so that the steel structure can be protected. The structure at the node is protected to ensure the stability of the steel structure, which is suitable for promotion.

Figure 201910101813

Description

一种减震式钢结构节点构件A shock-absorbing steel structure node member

技术领域technical field

本发明涉及钢结构领域,尤其涉及一种减震式钢结构节点构件。The invention relates to the field of steel structures, in particular to a shock-absorbing steel structure node member.

背景技术Background technique

钢结构是由钢制材料组成的结构,是主要的建筑结构类型之一。结构主要由型钢和钢板等制成的梁钢、钢柱、钢桁架等构件组成,并采用硅烷化、纯锰磷化、水洗烘干、镀锌等除锈防锈工艺。各构件或部件之间通常采用焊缝、螺栓或铆钉连接。因其自重较轻,且施工简便,广泛应用于大型厂房、场馆、超高层等领域。Steel structure is a structure composed of steel materials and is one of the main types of building structures. The structure is mainly composed of beam steel, steel column, steel truss and other components made of section steel and steel plate, and adopts rust removal and rust prevention processes such as silanization, pure manganese phosphating, washing and drying, and galvanizing. Welds, bolts or rivets are usually used to connect components or parts. Because of its light weight and simple construction, it is widely used in large workshops, venues, super high-rises and other fields.

现有的钢结构连接时,其节点位置减震效果较差,从而在产生剪切力较大时,容易导致节点处螺栓断裂的情况发生,影响钢结构的稳定性,因此,为了解决此类问题,我们提出了一种减震式钢结构节点构件。When the existing steel structure is connected, the shock absorption effect of the node position is poor, so that when the shear force is large, it is easy to cause the bolt at the node to break, which affects the stability of the steel structure. Therefore, in order to solve this kind of problem. problem, we propose a shock-absorbing steel structure joint member.

实用新型内容Utility model content

本发明提出的一种减震式钢结构节点构件,解决了现有的钢结构节点位置减震性较差,且容易导致螺栓断裂的问题。The shock-absorbing steel structure node member proposed by the invention solves the problems that the existing steel structure nodes have poor shock absorption and easily lead to bolt breakage.

为了实现上述目的,本发明采用了如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:

一种减震式钢结构节点构件,包括钢柱、槽钢以及桁架弦杆,所述钢柱与桁架弦杆之间连接有槽钢,所述钢柱靠近槽钢的一侧设置有限位槽,且限位槽滑动连接有限位块,所述限位块远离限位槽的一侧连接有减震钢板,所述减震钢板的底端中间位置铰接有两个对称设置的铰接杆,且铰接杆的底端铰接有活动块,所述槽钢的顶端设有活动槽,且活动槽与活动块滑动连接,所述活动槽的两侧内壁均连接有呈横向设置的导向杆,且导向杆滑动贯穿活动块,所述导向杆的圆周侧壁套设有弹簧,且弹簧的一端与活动槽的内壁连接,弹簧的另一端与活动块的侧壁连接,所述槽钢上设置有锁止装置,且锁止装置位于活动槽的下方,所述锁止装置包括滑块、滑槽、拉绳、安装板、导向轮以及安装槽,所述槽钢的内部设有安装槽以及两个对称设置的滑槽,且滑槽内滑动连接有滑块,且安装槽位于两个所述滑槽之间,所述安装槽的内壁连接有两个呈竖向设置的安装板,且两个所述安装板之间转动安装有导向轮,所述滑块的侧壁连接有拉绳,且拉绳的端部绕过导向轮,且与活动块的底端连接。A shock-absorbing steel structure node member includes a steel column, a channel steel and a truss chord, a channel steel is connected between the steel column and the truss chord, and a limit slot is arranged on the side of the steel column close to the channel steel , and the limit groove is slidably connected to the limit block, the side of the limit block away from the limit groove is connected with a shock-absorbing steel plate, and the middle position of the bottom end of the shock-absorbing steel plate is hinged with two symmetrically arranged hinge rods, and The bottom end of the hinge rod is hinged with a movable block, the top of the channel steel is provided with a movable groove, and the movable groove is slidably connected with the movable block. The rod slides through the movable block, the circumferential side wall of the guide rod is sleeved with a spring, and one end of the spring is connected with the inner wall of the movable slot, and the other end of the spring is connected with the side wall of the movable block, and the channel steel is provided with a lock The locking device is located below the movable groove. The locking device includes a slider, a chute, a pull rope, a mounting plate, a guide wheel and a mounting groove. The interior of the channel steel is provided with a mounting groove and two Symmetrically arranged chutes, and slides are slidably connected in the chutes, and the installation grooves are located between two of the chutes, the inner walls of the installation grooves are connected with two vertically arranged installation plates, and the two A guide wheel is rotatably installed between the mounting plates, a pull rope is connected to the side wall of the slider, and the end of the pull rope bypasses the guide wheel and is connected with the bottom end of the movable block.

优选的,两个所述导向杆相互靠近的一端均连接有挡块,且活动块上设有与导向杆适配的圆形通孔。Preferably, the ends of the two guide rods that are close to each other are connected with blocks, and the movable blocks are provided with circular through holes adapted to the guide rods.

本发明的有益效果为:通过钢柱、限位块、限位槽、减震钢板、活动槽、铰接杆、活动块、弹簧、导向杆、桁架弦杆、锁止装置、滑块、滑槽、拉绳、安装板、导向轮、安装槽、槽钢的设置,使得该钢结构连接件的节点位置在产生剪切力时,能够获得有效的缓冲减震保护,并且能够防止减震钢板与槽钢发生直接碰撞,对槽钢进行保护,从而能够对该钢结构节点处的结构进行保护,保证该钢结构的稳定性。The beneficial effects of the present invention are: through the steel column, the limit block, the limit groove, the damping steel plate, the movable groove, the hinge rod, the movable block, the spring, the guide rod, the truss chord, the locking device, the slider, the chute , the setting of the pull rope, the installation plate, the guide wheel, the installation groove and the channel steel, so that the node position of the steel structure connector can obtain effective buffering and shock absorption protection when the shear force is generated, and can prevent the shock absorbing steel plate from When the channel steel directly collides, the channel steel is protected, so that the structure at the node of the steel structure can be protected and the stability of the steel structure can be ensured.

综上所述,该钢结构连接件的节点位置在产生剪切力时,能够获得有效的缓冲减震保护,并且能够防止减震钢板与槽钢发生直接碰撞,对槽钢进行保护,从而能够对该钢结构节点处的结构进行保护,保证该钢结构的稳定性,适宜推广。To sum up, when the shear force is generated at the node position of the steel structure connector, effective buffering and shock absorption protection can be obtained, and the direct collision between the shock-absorbing steel plate and the channel steel can be prevented, and the channel steel can be protected. The structure at the node of the steel structure is protected to ensure the stability of the steel structure, which is suitable for promotion.

附图说明Description of drawings

图1为本发明的结构示意图。FIG. 1 is a schematic structural diagram of the present invention.

图2为本发明的锁止装置的结构示意图。FIG. 2 is a schematic structural diagram of the locking device of the present invention.

图中标号:1钢柱、2限位块、3限位槽、4减震钢板、5活动槽、6铰接杆、7活动块、8弹簧、9导向杆、10桁架弦杆、11锁止装置、12滑块、13滑槽、14拉绳、15安装板、16导向轮、17安装槽、18槽钢。Labels in the figure: 1 steel column, 2 limit block, 3 limit slot, 4 shock-absorbing steel plate, 5 movable slot, 6 hinge rod, 7 movable block, 8 spring, 9 guide rod, 10 truss chord, 11 lock Device, 12 sliders, 13 chute, 14 pull rope, 15 mounting plate, 16 guide wheel, 17 mounting groove, 18 channel steel.

具体实施方式Detailed ways

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。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 a part of the embodiments of the present invention, but not all of the embodiments.

参照图1-2,一种减震式钢结构节点构件,包括钢柱1、槽钢18以及桁架弦杆10,钢柱1与桁架弦杆10之间连接有槽钢18,所述钢柱1靠近槽钢18的一侧设置有限位槽3,且限位槽3滑动连接有限位块2,所述限位块2远离限位槽3的一侧连接有减震钢板4,所述减震钢板4的底端中间位置铰接有两个对称设置的铰接杆6,且铰接杆6的底端铰接有活动块7,所述槽钢18的顶端设有活动槽5,且活动槽5与活动块7滑动连接,所述活动槽5的两侧内壁均连接有呈横向设置的导向杆9,且导向杆9滑动贯穿活动块7,所述导向杆9的圆周侧壁套设有弹簧8,且弹簧8的一端与活动槽5的内壁连接,弹簧8的另一端与活动块7的侧壁连接,所述槽钢18上设置有锁止装置11,且锁止装置11位于活动槽5的下方,两个所述导向杆9相互靠近的一端均连接有挡块,且活动块7上设有与导向杆9适配的圆形通孔,锁止装置11包括滑块12、滑槽13、拉绳14、安装板15、导向轮16以及安装槽17,所述槽钢18的内部设有安装槽17以及两个对称设置的滑槽13,且滑槽13内滑动连接有滑块12,且安装槽17位于两个所述滑槽13之间,安装槽17的内壁连接有两个呈竖向设置的安装板15,且两个所述安装板15之间转动安装有导向轮16,滑块12的侧壁连接有拉绳14,且拉绳14的端部绕过导向轮16,且与活动块7的底端连接。1-2, a shock-absorbing steel structure node member includes a steel column 1, a channel steel 18 and a truss chord 10. A channel steel 18 is connected between the steel column 1 and the truss chord 10. The steel column 1. A limit slot 3 is set on the side close to the channel steel 18, and the limit slot 3 is slidably connected to the limit block 2. The side of the limit block 2 away from the limit slot 3 is connected with a shock-absorbing steel plate 4. Two symmetrically arranged hinge rods 6 are hinged at the middle position of the bottom end of the shock steel plate 4, and the bottom end of the hinge rod 6 is hinged with a movable block 7, and the top end of the channel steel 18 is provided with a movable groove 5, and the movable groove 5 is connected with the movable block 7. The movable block 7 is slidably connected, the inner walls on both sides of the movable slot 5 are connected with a guide rod 9 arranged laterally, and the guide rod 9 slides through the movable block 7, and the circumferential side wall of the guide rod 9 is sleeved with a spring 8 , and one end of the spring 8 is connected to the inner wall of the movable slot 5, and the other end of the spring 8 is connected to the side wall of the movable block 7. The channel steel 18 is provided with a locking device 11, and the locking device 11 is located in the movable slot 5. Below, the two ends of the two guide rods 9 that are close to each other are connected with a stopper, and the movable block 7 is provided with a circular through hole adapted to the guide rod 9, and the locking device 11 includes a slider 12, a chute 13. Pull rope 14, mounting plate 15, guide wheel 16 and mounting groove 17. The interior of the channel steel 18 is provided with a mounting groove 17 and two symmetrically arranged chute 13, and a slider is slidably connected in the chute 13 12, and the installation groove 17 is located between the two sliding grooves 13, the inner wall of the installation groove 17 is connected with two vertically arranged installation plates 15, and a guide wheel is rotatably installed between the two installation plates 15 16. A pull rope 14 is connected to the side wall of the slider 12, and the end of the pull rope 14 bypasses the guide wheel 16 and is connected to the bottom end of the movable block 7.

在本发明的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“长度”、“宽度”、“厚度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”、“顺时针”、“逆时针”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和简化描述,而不是指示或暗示所指的设备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 "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", " rear, left, right, vertical, horizontal, top, bottom, inside, outside, clockwise, counterclockwise, etc., or The positional relationship is based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, Therefore, it should not be construed as a limitation of the present invention.

此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本发明的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In addition, the terms "first" and "second" are only used for descriptive purposes, and should not be construed as indicating or implying relative importance or implying the number of indicated technical features. Thus, a feature defined as "first" or "second" may expressly or implicitly include one or more of that feature. In the description of the present invention, "plurality" means two or more, unless otherwise expressly and specifically defined.

实施例:使用时,当该钢结构受到剪切力时,减震钢板4会带动限位块2在限位槽3内滑动,并且会挤压铰接杆6,铰接杆6会推动活动块7在活动槽5内滑动,并且活动块7会在导向杆9上滑动,从而使得活动块7挤压导向杆9上套设的弹簧8,通过弹簧8的弹力来对该钢结构节点提供缓冲减震保护,并且在活动块7继续移动的过程中,活动块7会带动拉绳14,使得拉绳14在导向轮16的圆周侧壁上滑动,并且拉绳14会拉动滑块12在滑槽13内滑动,当滑块12与滑槽13的侧壁接触时,该钢结构节点的减震缓冲保护装置的减震钢板4会停止向下运动,从而能够防止减震钢板4与槽钢18发生碰撞。Example: When in use, when the steel structure is subjected to shearing force, the shock-absorbing steel plate 4 will drive the limit block 2 to slide in the limit slot 3, and will squeeze the hinge rod 6, and the hinge rod 6 will push the movable block 7. Sliding in the movable groove 5, and the movable block 7 will slide on the guide rod 9, so that the movable block 7 squeezes the spring 8 sleeved on the guide rod 9, and the elastic force of the spring 8 provides a buffer to the steel structure node. Shock protection, and when the movable block 7 continues to move, the movable block 7 will drive the pull rope 14, so that the pull rope 14 slides on the circumferential side wall of the guide wheel 16, and the pull rope 14 will pull the slider 12 in the chute 13, when the slider 12 is in contact with the side wall of the chute 13, the shock-absorbing steel plate 4 of the shock-absorbing and buffering protection device of the steel structure node will stop moving downward, thereby preventing the shock-absorbing steel plate 4 from interacting with the channel steel 18. Collision.

以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention, but the protection scope of the present invention is not limited to this. The equivalent replacement or change of the inventive concept thereof shall be included within the protection scope of the present invention.

Claims (2)

1. A shock absorption type steel structure node component comprises a steel column (1), channel steel (18) and a truss chord member (10), and is characterized in that the channel steel (18) is connected between the steel column (1) and the truss chord member (10), one side, close to the channel steel (18), of the steel column (1) is provided with a limiting groove (3), the limiting groove (3) is connected with a limiting block (2) in a sliding manner, one side, far away from the limiting groove (3), of the limiting block (2) is connected with a shock absorption steel plate (4), the middle position of the bottom end of the shock absorption steel plate (4) is hinged with two symmetrically arranged hinge rods (6), the bottom ends of the hinge rods (6) are hinged with movable blocks (7), the top end of the channel steel (18) is provided with a movable groove (5), the movable groove (5) is connected with the movable blocks (7) in a sliding manner, the inner walls of two sides of the movable groove (, and the guide bar (9) slides and runs through the movable block (7), the circumference lateral wall cover of guide bar (9) is equipped with spring (8), and the one end of spring (8) and the inner wall connection of activity groove (5), the other end of spring (8) and the lateral wall of movable block (7) are connected, be provided with locking device (11) on channel-section steel (18), and locking device (11) are located the below of activity groove (5), locking device (11) include slider (12), spout (13), stay cord (14), mounting panel (15), leading wheel (16) and mounting groove (17), the inside of channel-section steel (18) is equipped with mounting groove (17) and two spout (13) that the symmetry set up, and sliding connection has slider (12) in spout (13), and mounting groove (17) are located two between spout (13), the inner wall connection of mounting groove (17) has two mounting panels (15) that are vertical setting, and two install between the mounting panel (15) and rotate and install leading wheel (16), the lateral wall of slider (12) is connected with stay cord (14), and the tip of stay cord (14) is walked around leading wheel (16), and is connected with the bottom of movable block (7).
2. The shock-absorbing type steel structure node component according to claim 1, wherein one ends of the two guide rods (9) close to each other are connected with a stop block, and the movable block (7) is provided with a circular through hole matched with the guide rods (9).
CN201910101813.2A 2019-01-26 2019-01-26 A shock-absorbing steel structure node member Expired - Fee Related CN109667341B (en)

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Publication number Priority date Publication date Assignee Title
CN110847366B (en) * 2019-11-28 2021-06-22 湖南麓上住宅工业科技有限公司 Connecting sleeve for wood structure
CN111042325B (en) * 2019-12-30 2021-02-02 安徽一品小院建筑科技有限公司 Shock attenuation node and building steel structure thereof
CN111379320B (en) * 2020-03-24 2021-03-16 林少燕 A shock-absorbing steel structure node member
CN112196122B (en) * 2020-09-27 2021-09-07 青岛理工大学 Bamboo type energy-consuming concrete-filled steel tubular joint and installation method
CN112709344B (en) * 2020-12-28 2024-03-01 重庆大学 X-shaped connection double-limb buckling restrained brace
CN113323151B (en) * 2021-06-17 2022-04-12 福建省坤亿建设集团有限公司 Shock mitigation system based on room roof beam node
CN113550511B (en) * 2021-07-26 2022-07-05 浙江顺隆钢结构集团有限公司 A joint reinforcement device based on steel structure frame assembly
CN114439107B (en) * 2022-02-25 2024-11-29 建泰建设有限公司 Building steel structure convenient to assembly
CN115162561B (en) * 2022-07-01 2024-04-09 江西绿建城投杭萧科技有限公司 Steel structure assembled outer wall system

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05222863A (en) * 1992-02-14 1993-08-31 Kajima Corp Vibration control device for structures
CN1324197C (en) * 2001-12-26 2007-07-04 学校法人日本大学 Damping device for structure
JP2007198104A (en) * 2006-01-25 2007-08-09 Kinzo Shinozuka Structure foundation built by incorporating force absorbing device
KR101069079B1 (en) * 2011-05-02 2011-09-29 제희문 Isolation Device Using Guide Rail
KR20150093919A (en) * 2014-02-08 2015-08-19 김경중 building material to noise prevention
CN105113642B (en) * 2015-09-14 2017-12-12 四川蓝天网架钢结构工程有限公司 A kind of steel structure node component
CN207983280U (en) * 2017-11-22 2018-10-19 龙工(福建)铸锻有限公司 A kind of vehicle bridge deburring mark operation element platform
CN207904758U (en) * 2018-02-26 2018-09-25 河南日月明新能源科技有限公司 A kind of bridge shockproof bearing

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