CN109235701B - Seismic isolation device for prefabricated shear wall - Google Patents

Seismic isolation device for prefabricated shear wall Download PDF

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CN109235701B
CN109235701B CN201811115330.XA CN201811115330A CN109235701B CN 109235701 B CN109235701 B CN 109235701B CN 201811115330 A CN201811115330 A CN 201811115330A CN 109235701 B CN109235701 B CN 109235701B
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metal plate
shear
wall
flat plate
seismic isolation
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CN109235701A (en
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袁康
郭军林
邹蕊月
叶坤祥
郭龙龙
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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
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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Abstract

本发明属于土木工程领域,涉及一种适于低层村镇建筑装配式剪力墙结构的隔震装置,本发明的造价相对传统隔震技术较低,可实现工厂标准化生产,隔震装置在工厂标准化生产后安装于构件之上,材料来源广泛,制作工艺简单,现场施工中只需进行装置中滑移材料的铺设及焊缝的焊接施工,施工速度快,成本较低。该种隔震装置的设置,可有效减小房屋结构地震能量输入,提高村镇建筑抗震设防水平,并且可通过不同的装置数量设计及布局满足不同烈度区的消能减振需求,可通过焊缝长度灵活实现启滑控制,可对启滑及限位控制装置及滑动装置的铺设位置、铺设数量、间距大小灵活调整,因此该装置具有应用广泛性。

Figure 201811115330

The invention belongs to the field of civil engineering, and relates to a seismic isolation device suitable for low-rise village and town building prefabricated shear wall structures. After production, it is installed on the components, with a wide range of material sources and a simple production process. During the on-site construction, only the laying of the slipping materials in the device and the welding construction of the welding seam are required, and the construction speed is fast and the cost is low. The installation of this kind of seismic isolation device can effectively reduce the seismic energy input of the building structure, improve the seismic fortification level of village buildings, and can meet the needs of energy dissipation and vibration reduction in different intensity areas through the design and layout of different devices. The length is flexible to realize the start-slip control, and the laying position, laying quantity and spacing of the start-slip and limit control device and the sliding device can be flexibly adjusted, so the device has a wide range of applications.

Figure 201811115330

Description

一种装配式剪力墙的隔震装置Seismic isolation device for prefabricated shear wall

技术领域technical field

本发明属于土木工程领域,涉及一种装配式剪力墙的隔震装置。The invention belongs to the field of civil engineering, and relates to a seismic isolation device of an assembled shear wall.

背景技术Background technique

近年来,采用适宜的装配式建筑结构体系成为提高村镇建筑抗震设防水平的重要发展方向,装配式建筑工厂标准化生产、现场机械化安装等优点可有效避免村镇地区人工素质低、选材及建造随意性大等带来的不利影响。轻骨料装配式剪力墙、夹芯复合剪力墙等具备抗震节能一体化特点的装配式剪力墙结构在村镇建筑结构形式中占有比例越来越高。In recent years, the use of suitable prefabricated building structure systems has become an important development direction to improve the seismic fortification level of village buildings. The advantages of standardized production in prefabricated building factories and on-site mechanized installation can effectively avoid the low quality of labor in villages and towns, and the randomness of material selection and construction. adverse effects, etc. Lightweight aggregate fabricated shear walls, sandwich composite shear walls, and other fabricated shear wall structures with integrated features of seismic resistance and energy saving account for an increasing proportion of the structural forms of villages and towns.

目前的隔震技术主要应用于高地震烈度区的公共建筑,其装置较为复杂且造价较高,对村镇的经济承受能力并不友好。因此,为解决高地震烈度区低层村镇建筑的抗震设防问题,结合装配式建筑特点,有必要提出一种取材方便、工艺简单、造价低廉的装配式剪力墙隔震装置,可进一步提高装配式剪力墙结构的抗震性能,适用于不同烈度地区。The current seismic isolation technology is mainly used in public buildings in high seismic intensity areas, and its installation is relatively complex and expensive, which is not friendly to the economic affordability of villages and towns. Therefore, in order to solve the seismic fortification problem of low-rise village buildings in high seismic intensity areas, combined with the characteristics of prefabricated buildings, it is necessary to propose a prefabricated shear wall isolation device with convenient materials, simple process and low cost. The seismic performance of shear wall structures is suitable for areas with different intensity.

发明内容SUMMARY OF THE INVENTION

有鉴于此,本发明的目的在于提供一种装配式剪力墙的隔震装置,通过启滑及限位控制装置和滑动装置的设置,通过自身的破坏耗能,减少地震能量对装配式剪力墙的整体结构形成的破坏程度,提高整体结构的装配性,降低结构复杂度,控制成本。In view of this, the purpose of the present invention is to provide a seismic isolation device for an assembled shear wall, which can reduce the impact of seismic energy on the assembled shear wall through the setting of the start-up and limit control devices and the sliding device, and through its own destruction and energy consumption. The damage degree formed by the overall structure of the force wall improves the assembly of the overall structure, reduces the structural complexity, and controls the cost.

为达到上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:

一种装配式剪力墙的隔震装置,所述装配式剪力墙包括墙基础以及安装在墙基础之上的剪力墙,包括启滑及限位控制装置以及滑动装置;所述启滑及限位控制装置包括设置在墙基础与剪力墙相对的一侧上的第一金属板、以及设置在剪力墙与墙基础相对的一侧上与第一金属板相匹配的位置上的第二金属板,所述第一金属板与第二金属板之间固定连接,所述第一金属板上设有过孔,定位结构穿过过孔固定在第二金属板上;所述滑动装置包括设置在墙基础与剪力墙相对的一侧上的第一平板、以及设置在剪力墙与墙基础相对的一侧上与第一平板相匹配的位置上的第二平板;所述第一平板与第二平板之间铺设滑移材料;所述剪力墙与墙基础之间设有一个或多个启滑及限位控制装置和/或一个或多个滑动装置。A seismic isolation device for an assembled shear wall, the assembled shear wall includes a wall foundation and a shear wall installed on the wall foundation, including a start-slip and limit control device and a sliding device; the start-slip And the limit control device includes a first metal plate arranged on the opposite side of the wall foundation and the shear wall, and a first metal plate arranged on the opposite side of the shear wall and the wall foundation at a position matching the first metal plate. A second metal plate, the first metal plate and the second metal plate are fixedly connected, the first metal plate is provided with a via hole, and the positioning structure is fixed on the second metal plate through the via hole; the sliding The device includes a first flat plate arranged on the side opposite to the wall foundation and the shear wall, and a second flat plate arranged on the opposite side of the shear wall and the wall foundation at a position matching the first flat plate; the A sliding material is laid between the first flat plate and the second flat plate; one or more start-slip and limit control devices and/or one or more sliding devices are arranged between the shear wall and the wall foundation.

可选地,所述第一金属板远离第二金属板的一侧上、以及第二金属板远离第一金属板的一侧上均设有抗剪结构。Optionally, the side of the first metal plate away from the second metal plate and the side of the second metal plate away from the first metal plate are provided with shear-resistant structures.

可选地,单个的启滑及限位控制装置中包括四个抗剪结构,分设在第一金属板及第二金属板两端。Optionally, a single start-slip and limit control device includes four anti-shear structures, which are respectively arranged at both ends of the first metal plate and the second metal plate.

可选地,所述第一平板远离第二平板的一侧上、以及第二平板远离第一平板的一侧上均设有抗剪结构。Optionally, a side of the first flat plate away from the second flat plate and a side of the second flat plate away from the first flat plate are provided with shear-resistant structures.

可选地,单个的滑动装置中包括四个抗剪结构,分设在第一平板与第二平板的两端。Optionally, a single sliding device includes four anti-shear structures, which are respectively arranged on both ends of the first flat plate and the second flat plate.

可选地,所述抗剪结构为抗剪角钢。Optionally, the shear-resistant structure is a shear-resistant angle steel.

可选地,所述第一金属板与第二金属板之间采用焊缝进行固定连接。Optionally, a welding seam is used for fixed connection between the first metal plate and the second metal plate.

可选地,所述定位结构为固定设置在第二金属板上的短筋或与设置在第二金属板与第一金属板之间的螺栓。Optionally, the positioning structure is a short rib fixedly arranged on the second metal plate or a bolt arranged between the second metal plate and the first metal plate.

可选地,所述滑移材料为石墨粉或玻璃珠。Optionally, the slip material is graphite powder or glass beads.

可选地,剪力墙与墙基础之间设有2个启滑及限位控制装置以及1个滑动装置,启滑及限位控制装置分设在沿墙面方向的两侧,滑动装置设置在两个启滑及限位控制装置之间。Optionally, two start-slip and limit control devices and one sliding device are arranged between the shear wall and the wall foundation. Between the two start-slip and limit control devices.

本发明的有益效果在于:The beneficial effects of the present invention are:

本发明的造价相对传统隔震技术较低,可实现工厂标准化生产,隔震装置在工厂标准化生产后安装于构件之上,材料来源广泛,制作工艺简单,现场施工中只需进行装置中滑移材料的铺设及焊缝的焊接施工,施工速度快,成本较低。该种隔震装置的设置,可有效减小房屋结构地震能量输入,提高村镇建筑抗震设防水平,并且可通过不同的装置数量设计及布局满足不同烈度区的消能减振需求,可通过焊缝长度灵活实现启滑控制,可对启滑及限位控制装置及滑动装置的铺设位置、铺设数量、间距大小灵活调整,因此该装置具有应用广泛性。Compared with the traditional seismic isolation technology, the cost of the present invention is lower, and the standardized production in the factory can be realized. The seismic isolation device is installed on the component after the standardized production in the factory. The laying of materials and the welding construction of welding seams are fast in construction and low in cost. The installation of this kind of seismic isolation device can effectively reduce the seismic energy input of the building structure, improve the seismic fortification level of village buildings, and can meet the needs of energy dissipation and vibration reduction in different intensity areas through the design and layout of different devices. The length is flexible to realize the start-slip control, and the laying position, laying quantity and spacing of the start-slip and limit control device and the sliding device can be flexibly adjusted, so the device has a wide range of applications.

本发明的其他优点、目标和特征在某种程度上将在随后的说明书中进行阐述,并且在某种程度上,基于对下文的考察研究对本领域技术人员而言将是显而易见的,或者可以从本发明的实践中得到教导。本发明的目标和其他优点可以通过下面的说明书来实现和获得。Other advantages, objects, and features of the present invention will be set forth in the description that follows, and will be apparent to those skilled in the art based on a study of the following, to the extent that is taught in the practice of the present invention. The objectives and other advantages of the present invention may be realized and attained by the following description.

附图说明Description of drawings

为了使本发明的目的、技术方案和优点更加清楚,下面将结合附图对本发明作优选的详细描述,其中:In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be preferably described in detail below with reference to the accompanying drawings, wherein:

图1为本发明中所涉及的一种装配式剪力墙的隔震装置的整体结构示意图;1 is a schematic diagram of the overall structure of a seismic isolation device for a prefabricated shear wall involved in the present invention;

图2为启滑及限位控制装置的结构示意图;Figure 2 is a schematic structural diagram of a start-slip and limit control device;

图3为启滑及限位控制装置的俯视图;Figure 3 is a top view of the start-slip and limit control device;

图4为启滑及限位控制装置的仰视图;Figure 4 is a bottom view of the start-slip and limit control device;

图5为滑动装置的结构示意图;5 is a schematic structural diagram of a sliding device;

图6为滑动装置的俯视图;6 is a top view of the sliding device;

图7为滑动装置的仰视图。Fig. 7 is a bottom view of the sliding device.

具体实施方式Detailed ways

以下通过特定的具体实例说明本发明的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本发明的其他优点与功效。本发明还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本发明的精神下进行各种修饰或改变。需要说明的是,以下实施例中所提供的图示仅以示意方式说明本发明的基本构想,在不冲突的情况下,以下实施例及实施例中的特征可以相互组合。The embodiments of the present invention are described below through specific specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the drawings provided in the following embodiments are only used to illustrate the basic idea of the present invention in a schematic manner, and the following embodiments and features in the embodiments can be combined with each other without conflict.

其中,附图仅用于示例性说明,表示的仅是示意图,而非实物图,不能理解为对本发明的限制;为了更好地说明本发明的实施例,附图某些部件会有省略、放大或缩小,并不代表实际产品的尺寸;对本领域技术人员来说,附图中某些公知结构及其说明可能省略是可以理解的。Among them, the accompanying drawings are only used for exemplary description, and represent only schematic diagrams, not physical drawings, and should not be construed as limitations of the present invention; in order to better illustrate the embodiments of the present invention, some parts of the accompanying drawings will be omitted, The enlargement or reduction does not represent the size of the actual product; it is understandable to those skilled in the art that some well-known structures and their descriptions in the accompanying drawings may be omitted.

本发明实施例的附图中相同或相似的标号对应相同或相似的部件;在本发明的描述中,需要理解的是,若有术语“上”、“下”、“左”、“右”、“前”、“后”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装置或元件必须具有特定的方位、以特定的方位构造和操作,因此附图中描述位置关系的用语仅用于示例性说明,不能理解为对本发明的限制,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。The same or similar numbers in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there are terms “upper”, “lower”, “left” and “right” , "front", "rear" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must be It has a specific orientation, is constructed and operated in a specific orientation, so the terms describing the positional relationship in the accompanying drawings are only used for exemplary illustration, and should not be construed as a limitation of the present invention. situation to understand the specific meaning of the above terms.

请参阅图1-图7,附图中的元件标号分别表示:抗剪结构1、第一金属板2、焊缝3、过孔4、定位结构5、滑移材料6、剪力墙7、墙基础8、第二金属板9、第一平板10、第二平板11。Please refer to Fig. 1-Fig. 7, the component numbers in the drawings respectively represent: shear structure 1, first metal plate 2, welding seam 3, via hole 4, positioning structure 5, slip material 6, shear wall 7, Wall foundation 8 , second metal plate 9 , first flat plate 10 , second flat plate 11 .

本发明涉及一种装配式剪力墙的隔震装置,所述装配式剪力墙包括墙基础8以及安装在墙基础8之上的剪力墙7,包括启滑及限位控制装置以及滑动装置;所述启滑及限位控制装置包括设置在墙基础8与剪力墙7相对的一侧上的第一金属板2、以及设置在剪力墙7与墙基础8相对的一侧上与第一金属板2相匹配的位置上的第二金属板9,所述第一金属板2与第二金属板9之间固定连接,所述第一金属板2上设有过孔4,定位结构5穿过过孔4固定在第二金属板9上;所述滑动装置包括设置在墙基础8与剪力墙7相对的一侧上的第一平板10、以及设置在剪力墙7与墙基础8相对的一侧上与第一平板10相匹配的位置上的第二平板11;所述第一平板10与第二平板11之间铺设滑移材料6;所述剪力墙7与墙基础8之间设有一个或多个启滑及限位控制装置和/或一个或多个滑动装置。The invention relates to a seismic isolation device for an assembled shear wall. The assembled shear wall includes a wall foundation 8 and a shear wall 7 installed on the wall foundation 8, including a start-sliding and limit control device and a sliding The device; the sliding and limit control device includes the first metal plate 2 arranged on the opposite side of the wall foundation 8 and the shear wall 7, and the first metal plate 2 arranged on the opposite side of the shear wall 7 and the wall foundation 8 A second metal plate 9 at a position matching the first metal plate 2, the first metal plate 2 and the second metal plate 9 are fixedly connected, and the first metal plate 2 is provided with a via hole 4, The positioning structure 5 is fixed on the second metal plate 9 through the through hole 4; the sliding device includes a first flat plate 10 arranged on the opposite side of the wall foundation 8 and the shear wall 7, and a first plate 10 arranged on the shear wall 7 The second flat plate 11 on the side opposite to the wall foundation 8 at the position matching the first flat plate 10; the sliding material 6 is laid between the first flat plate 10 and the second flat plate 11; the shear wall 7 One or more start and limit control devices and/or one or more sliding devices are arranged between the wall foundation 8 and the wall foundation 8 .

优选地,所述第一金属板2远离第二金属板9的一侧上、以及第二金属板9远离第一金属板2的一侧上均设有抗剪结构1;单个的启滑及限位控制装置中包括四个抗剪结构1,分设在第一金属板2及第二金属板9两端;所述第一平板10远离第二平板11的一侧上、以及第二平板11远离第一平板10的一侧上均设有抗剪结构1;单个的滑动装置中包括四个抗剪结构1,分设在第一平板10与第二平板11的两端;所述抗剪结构1为抗剪角钢;所述第一金属板2与第二金属板9之间采用焊缝3进行固定连接;所述定位结构5为固定设置在第二金属板9上的短筋或与设置在第二金属板9与第一金属板2之间的螺栓;所述滑移材料6为石墨粉或玻璃珠;剪力墙7与墙基础8之间设有2个启滑及限位控制装置以及1个滑动装置,启滑及限位控制装置分设在沿墙面方向的两侧,滑动装置设置在两个启滑及限位控制装置之间。Preferably, the side of the first metal plate 2 away from the second metal plate 9 and the side of the second metal plate 9 away from the first metal plate 2 are provided with a shear-resistant structure 1; The limit control device includes four anti-shear structures 1, which are respectively arranged at both ends of the first metal plate 2 and the second metal plate 9; the first plate 10 is on the side away from the second plate 11, and the second plate 11 A shear-resistant structure 1 is provided on the side away from the first flat plate 10; a single sliding device includes four shear-resistant structures 1, which are respectively arranged at both ends of the first flat plate 10 and the second flat plate 11; the shear-resistant structure 1 is a shear angle steel; the first metal plate 2 and the second metal plate 9 are fixedly connected by a welding seam 3; the positioning structure 5 is a short rib fixed on the second metal plate 9 or a Bolts between the second metal plate 9 and the first metal plate 2; the sliding material 6 is graphite powder or glass beads; between the shear wall 7 and the wall foundation 8, there are 2 start-slip and limit control The device and a sliding device, the start-slip and limit control devices are respectively arranged on both sides along the direction of the wall, and the sliding device is arranged between the two start-slip and limit control devices.

该隔震装置主要设置于村镇装配剪力墙结构室外地坪略高处,由启滑及限位控制装置和滑动装置两大部分组成,启滑及限位控制装置布置在装配式剪力墙的两端,由第一金属板2与第二金属板9分别与墙基础8上表面及剪力墙7下表面固定且平齐,第一金属板2及第二金属板9之间采用焊缝3连接,第一金属板2中部掏过孔4,过孔4的大小为限位距离的2倍,第二金属板9焊接短钢筋或设置小螺栓作为定位结构5,使得第二金属板9的定位结构5能置入且位于上板过孔4中;滑移及限位控制装置沿墙长分布在装配式剪力墙的中部,由第一平板10及第二平板11组成,可以为钢板,分别与墙基础8上表面及剪力墙7下表面固定且平齐,第一平板10与第二平板11之间铺石墨粉、玻璃细渣等摩擦系数较小的材料。The seismic isolation device is mainly installed on the outdoor floor of the assembled shear wall structure in villages and towns. The two ends are fixed and flush by the first metal plate 2 and the second metal plate 9 with the upper surface of the wall foundation 8 and the lower surface of the shear wall 7 respectively, and the first metal plate 2 and the second metal plate 9 are welded by welding Seam 3 is connected, a hole 4 is dug out in the middle of the first metal plate 2, the size of the through hole 4 is 2 times of the limit distance, the second metal plate 9 is welded with short steel bars or small bolts are set as the positioning structure 5, so that the second metal plate 9 is The positioning structure 5 of the It is a steel plate, which is fixed and flush with the upper surface of the wall foundation 8 and the lower surface of the shear wall 7 respectively. Materials with small friction coefficients such as graphite powder and glass fine slag are laid between the first flat plate 10 and the second flat plate 11 .

隔震装置工作原理为:在小震作用下,启滑及限位控制装置焊缝3不发生破坏,结构依靠自身抗震;中、大震作用下,启滑及限位控制装置焊缝3发生贯通破坏,剪力墙7与墙基础8部分依靠滑动装置相对滑移,通过焊缝3的破坏和墙体的小幅度滑移实现耗能的目的,通过启滑及限位控制装置限位,防止位移过大而造成的结构破坏。The working principle of the seismic isolation device is as follows: under the action of small earthquake, the welding seam 3 of the start-slip and limit control device will not be damaged, and the structure relies on its own earthquake resistance; under the action of medium and large earthquakes, the welding seam 3 of the start-slip and limit control device will occur Through failure, the shear wall 7 and the wall foundation 8 rely on the sliding device to slide relative to each other. The purpose of energy consumption is achieved through the destruction of the welding seam 3 and the small-scale sliding of the wall. Prevent structural damage caused by excessive displacement.

本发明的造价相对传统剪力墙隔震技术较低,可实现工厂标准化生产,隔震装置亦可在工厂标准化生产后安装于构件之上,材料来源广泛,制作工艺简单,现场施工中只需进行滑移材料6的铺设及焊缝3的焊接施工,施工速度快,成本较低。该种隔震装置的设置,可大幅提高装配式剪力墙的耗能能力及抗震性能,并且可根据不同烈度区进行不同的建筑布局,可通过焊缝3长度灵活实现启滑控制,可对启滑及限位控制装置及滑动装置的铺设位置、铺设数量、间距大小灵活调整,因此该装置具有应用广泛性。Compared with the traditional shear wall seismic isolation technology, the cost of the invention is lower than that of the traditional shear wall seismic isolation technology, and the standardized production in the factory can be realized. The seismic isolation device can also be installed on the components after the standardized production in the factory. The laying of the slipping material 6 and the welding construction of the welding seam 3 are carried out, and the construction speed is fast and the cost is low. The setting of this kind of seismic isolation device can greatly improve the energy dissipation capacity and seismic performance of the prefabricated shear wall, and different building layouts can be carried out according to different intensity areas. The laying position, laying quantity and spacing of the start-slip and limit control device and the sliding device can be adjusted flexibly, so the device has wide application.

最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and not to limit them. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be Modifications or equivalent replacements, without departing from the spirit and scope of the technical solution, should all be included in the scope of the claims of the present invention.

Claims (5)

1. The utility model provides a seismic isolation device of assembled shear force wall, assembled shear force wall includes the wall foundation and installs the shear force wall on the wall foundation, its characterized in that: comprises a sliding starting and limiting control device and a sliding device;
the sliding and limiting control device comprises a first metal plate arranged on one side, opposite to the shear wall, of the wall foundation and a second metal plate arranged on one side, opposite to the wall foundation, of the shear wall and matched with the first metal plate, the first metal plate and the second metal plate are fixedly connected, a through hole is formed in the first metal plate, and the positioning structure penetrates through the through hole and is fixed on the second metal plate;
the sliding device comprises a first flat plate arranged on one side, opposite to the shear wall, of the wall foundation and a second flat plate arranged on one side, opposite to the wall foundation, of the shear wall and matched with the first flat plate; a sliding material is laid between the first flat plate and the second flat plate;
shear resistant structures are arranged on one side of the first metal plate, which is far away from the second metal plate, and on one side of the second metal plate, which is far away from the first metal plate;
the single sliding and limiting control device comprises four shear resistant structures which are respectively arranged at two ends of the first metal plate and the second metal plate;
shear resistant structures are arranged on one side of the first flat plate, which is far away from the second flat plate, and on one side of the second flat plate, which is far away from the first flat plate;
the single sliding device comprises four shear-resistant structures which are respectively arranged at two ends of the first flat plate and the second flat plate;
2 open and slide and limit control device and 1 slider are equipped with between shear force wall and the wall foundation, open slide and limit control device and establish respectively in the both sides along the wall direction, and slider sets up two and opens between slide and the limit control device.
2. A seismic isolation system as claimed in claim 1 wherein: the shear-resistant structure is shear-resistant angle steel.
3. A seismic isolation system as claimed in claim 1 wherein: and the first metal plate and the second metal plate are fixedly connected by adopting a welding line.
4. A seismic isolation system as claimed in claim 1 wherein: the positioning structure is a short rib fixedly arranged on the second metal plate or a bolt arranged between the second metal plate and the first metal plate.
5. A seismic isolation system as claimed in claim 1 wherein: the sliding material is graphite powder or glass beads.
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CN1017737B (en) * 1990-08-02 1992-08-05 魏庆礼 Frictional energy consumption type antiseismic structure
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