CN115306049A - A shock-absorbing mechanism for prefabricated buildings - Google Patents

A shock-absorbing mechanism for prefabricated buildings Download PDF

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CN115306049A
CN115306049A CN202210018115.8A CN202210018115A CN115306049A CN 115306049 A CN115306049 A CN 115306049A CN 202210018115 A CN202210018115 A CN 202210018115A CN 115306049 A CN115306049 A CN 115306049A
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shock
building
shock absorption
absorbing
sides
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张大英
王树明
薛茹
戴建阳
张文星
李亮
张帅枫
杨庆贺
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Zhengzhou University of Aeronautics
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Zhengzhou University of Aeronautics
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, 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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
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  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本发明属于建筑设备技术领域,尤其为一种装配式建筑的减隔震机构,包括建筑本体以及安装在所述建筑本体之间的装配板,所述建筑本体的底部安装有减震组件,所述建筑本体的底部设置有缓冲组件,本装置通过将缓震块固定在支撑板的顶部,通过挤压板与减震底座的配合使用,可以实现在建筑产生震动时,对建筑水平和竖向的震动能量进行及时的消耗,从而提高减隔震能力,通过支撑板下压连接杆,由连接杆通过活动座带动滑块在导向座的内部进行滑动,从而挤压导向座内部的减震弹簧,可以对建筑的震动能量进行消耗,从而发挥隔震作用,避免对建筑整体结构造成损伤甚至破坏。

Figure 202210018115

The invention belongs to the technical field of construction equipment, in particular to a shock-absorbing and isolating mechanism of a prefabricated building, comprising a building body and an assembly plate installed between the building bodies. The bottom of the building body is provided with a buffer assembly. By fixing the shock-absorbing block on the top of the support plate, the device can realize the horizontal and vertical impact of the building when the building vibrates through the cooperation of the squeeze plate and the shock-absorbing base. The vibration energy is consumed in a timely manner, thereby improving the shock absorption and isolation capacity. The connecting rod is pressed down through the support plate, and the connecting rod drives the slider to slide inside the guide seat through the movable seat, thereby squeezing the shock-absorbing spring inside the guide seat. , which can consume the vibration energy of the building, so as to play the role of seismic isolation and avoid damage or even damage to the overall structure of the building.

Figure 202210018115

Description

一种装配式建筑的减隔震机构A shock-absorbing and isolating mechanism for a prefabricated building

技术领域technical field

本发明属于建筑设备技术领域,具体涉及一种装配式建筑的减隔震机构。The invention belongs to the technical field of construction equipment, and in particular relates to a shock absorbing and isolating mechanism for an assembled building.

背景技术Background technique

工业化建筑在国内外逐步替代大规模现场制作建筑,目前工业化建筑的主要结构形式为装配式混凝土结构,即在工厂预制主要结构构件,到现场进行装配,并局部现浇部分混凝土,使构件间连接成一个整体结构。Industrialized buildings are gradually replacing large-scale on-site construction at home and abroad. At present, the main structural form of industrialized buildings is prefabricated concrete structure, that is, the main structural components are prefabricated in the factory, assembled on site, and part of the concrete is cast in place to connect the components. into an overall structure.

现有的装配式建筑的减隔震机构,减隔震能力较差,当建筑产生震动时,无法对水平和竖向的震动能量进行及时的消耗,无法发挥隔震作用,容易对建筑整体结构造成损伤甚至破坏,并且现有的装配式建筑的减隔震机构,大多都是直接固定安装,安装完成后不能进行拆卸,所以不能重复的使用,从而限制隔震支座在工程结构中的广泛应用。The shock absorption and isolation mechanism of the existing prefabricated buildings has poor shock absorption and isolation capabilities. When the building vibrates, it cannot consume the horizontal and vertical vibration energy in time, and cannot play the role of shock isolation, which is easy to damage the overall structure of the building. Cause damage or even destruction, and most of the shock-absorbing and isolation mechanisms of existing prefabricated buildings are directly fixed and installed, and cannot be disassembled after installation, so they cannot be reused, thus limiting the extensive use of shock-isolation bearings in engineering structures application.

发明内容Contents of the invention

为解决上述背景技术中提出的问题。本发明提供了一种装配式建筑的减隔震机构,通过挤压板与支撑板,可以对建筑水平和竖向的震动能量进行及时的消耗,从而提高减隔震能力,通过缓震块,解决了现有的大多都是直接固定安装,安装完成后不能进行拆卸,所以不能重复的使用,从而限制隔震支座在工程结构中的广泛应用的问题。In order to solve the problems raised in the above-mentioned background technology. The invention provides a shock-absorbing and isolating mechanism for a prefabricated building. By extruding plates and supporting plates, the horizontal and vertical vibration energy of the building can be consumed in a timely manner, thereby improving the shock-absorbing and isolating ability. Through shock-absorbing blocks, It solves the problem that most of the existing ones are directly fixed and installed, and cannot be disassembled after the installation is completed, so they cannot be reused, thus limiting the wide application of seismic isolation bearings in engineering structures.

为实现上述目的,本发明提供如下技术方案:一种装配式建筑的减隔震机构,包括建筑本体以及安装在所述建筑本体之间的装配板,所述建筑本体的底部安装有减震组件,所述建筑本体的底部设置有缓冲组件;In order to achieve the above object, the present invention provides the following technical solutions: a shock-absorbing and isolating mechanism for a prefabricated building, including a building body and an assembly plate installed between the building bodies, and a shock-absorbing assembly is installed at the bottom of the building body , the bottom of the building body is provided with a buffer assembly;

所述减震组件包括减震底座、挤压板和支撑板,所述减震底座安装在建筑本体的底部,两个所述挤压板的相背一侧安装在减震底座内腔的两侧,所述支撑板的底部安装在减震底座内腔的底部;The shock-absorbing assembly includes a shock-absorbing base, an extruded plate and a support plate. The shock-absorbing base is installed on the bottom of the building body, and the opposite sides of the two extruded plates are installed on both sides of the inner cavity of the shock-absorbing base. side, the bottom of the support plate is installed at the bottom of the inner cavity of the shock-absorbing base;

所述缓冲组件包括缓震块、限位杆和缓冲弹簧,所述缓震块的底部固定连接在支撑板的顶部,所述限位杆的底部固定连接在缓震块的顶部,所述缓冲弹簧的内部套接在限位杆的表面。The buffer assembly includes a buffer block, a limit rod and a buffer spring, the bottom of the buffer block is fixedly connected to the top of the support plate, the bottom of the limit rod is fixedly connected to the top of the buffer block, and the buffer The inner part of the spring is sleeved on the surface of the limiting rod.

作为本发明一种装配式建筑的减隔震机构优选的,所述挤压板的两侧固定连接有滑杆,所述滑杆的表面套接有挤压弹簧,所述滑杆远离挤压板的一侧固定连接有拉把。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building of the present invention, a slide bar is fixedly connected to both sides of the extrusion plate, and an extrusion spring is sleeved on the surface of the slide bar, and the slide bar is far away from the extrusion One side of the board is fixedly connected with a pull handle.

作为本发明一种装配式建筑的减隔震机构优选的,所述挤压板的一侧摩擦连接在缓震块的一侧,所述滑杆的表面滑动连接在减震底座表面开设的槽孔内。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building of the present invention, one side of the extruded plate is frictionally connected to one side of the shock-absorbing block, and the surface of the sliding rod is slidably connected to the groove provided on the surface of the shock-absorbing base. inside the hole.

作为本发明一种装配式建筑的减隔震机构优选的,所述支撑板底部的两侧均通过活动座活动连接有连接杆,所述连接杆的底部通过活动座活动连接有滑块,所述滑块的表面滑动连接在导向座的内部,所述导向座的内部设置有减震弹簧。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building of the present invention, both sides of the bottom of the support plate are movably connected with connecting rods through movable seats, and the bottom of the connecting rods are movably connected with sliders through movable seats, so The surface of the slider is slidably connected to the inside of the guide seat, and the inside of the guide seat is provided with a damping spring.

作为本发明一种装配式建筑的减隔震机构优选的,所述导向座的底部固定连接在减震底座内腔底部的两侧,所述减震弹簧的两侧分别固定连接在滑块与导向座之间。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building of the present invention, the bottom of the guide seat is fixedly connected to both sides of the bottom of the inner cavity of the shock-absorbing base, and the two sides of the shock-absorbing spring are respectively fixedly connected to the slider and the bottom of the shock-absorbing base. between guide seats.

作为本发明一种装配式建筑的减隔震机构优选的,所述建筑本体的内部开设有若干限位槽,所述限位槽的数量与限位杆的数量相同,且所述限位杆的表面滑动连接在限位槽的内部。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building in the present invention, the inside of the building body is provided with a number of limit grooves, the number of the limit grooves is the same as the number of limit rods, and the limit rods The surface of the sliding connection is inside the limiting groove.

作为本发明一种装配式建筑的减隔震机构优选的,所述缓冲弹簧的两侧分别固定连接在建筑本体和缓震块之间。Preferably, as a shock-absorbing and isolating mechanism for a prefabricated building in the present invention, both sides of the buffer spring are respectively fixedly connected between the building body and the shock-absorbing block.

作为本发明一种装配式建筑的减隔震机构优选的,所述缓震块的表面滑动连接在减震底座顶部开设的安装槽内。Preferably, as a shock-absorbing and isolating mechanism of a prefabricated building in the present invention, the surface of the shock-absorbing block is slidably connected in the installation groove opened on the top of the shock-absorbing base.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

1、通过将缓震块固定在支撑板的顶部,通过挤压板与减震底座的配合使用,可以实现在建筑产生震动时,对建筑水平和竖向的震动能量进行及时的消耗,从而提高减隔震能力,通过拉动拉把带动滑杆进行移动,从而带动挤压板挤压弹簧,便于对缓震块进行固定的同时,还可以对不同大小的缓震块进行安装,提高装置的灵活性,通过支撑板下压连接杆,由连接杆通过活动座带动滑块在导向座的内部进行滑动,从而挤压导向座内部的减震弹簧,可以对建筑的震动能量进行消耗,从而发挥隔震作用,避免对建筑整体结构造成损伤甚至破坏。1. By fixing the shock-absorbing block on the top of the support plate, and through the joint use of the extrusion plate and the shock-absorbing base, when the building vibrates, the horizontal and vertical vibration energy of the building can be consumed in time, thereby improving Shock-absorbing and isolating ability, by pulling the handle to drive the slider to move, thereby driving the extrusion plate to squeeze the spring, it is convenient to fix the shock absorber, and at the same time, it can also install shock absorbers of different sizes to improve the flexibility of the device The connecting rod is pressed down by the support plate, and the connecting rod drives the slider to slide inside the guide seat through the movable seat, thereby squeezing the shock absorbing spring inside the guide seat, which can consume the vibration energy of the building, thereby exerting the insulation Earthquake effect, to avoid damage or even damage to the overall structure of the building.

2、通过将缓震块顶部的限位杆插入限位槽的内部,通过缓冲弹簧对建筑本体和缓冲组件之间的震动进行缓冲,从而进一步的提高对建筑整体结构的减隔震能力,并且便于对缓震块进行拆卸和更换,解决了现有的大多都是直接固定安装,安装完成后不能进行拆卸,所以不能重复的使用,从而限制隔震支座在工程结构中的广泛应用的问题。2. By inserting the limit rod on the top of the shock absorber into the limit groove, the shock between the building body and the buffer assembly is buffered by the buffer spring, thereby further improving the shock absorption and isolation capability of the overall structure of the building, and It is easy to disassemble and replace the shock absorber, which solves the problem that most of the existing ones are directly fixed and installed, and cannot be disassembled after installation, so they cannot be reused, thus limiting the wide application of shock absorbers in engineering structures .

附图说明Description of drawings

附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。在附图中:The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the description, and are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention. In the attached picture:

图1为本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;

图2为本发明中减震组件的剖视图;Fig. 2 is a sectional view of the damping assembly in the present invention;

图3为本发明中支撑板的结构示意图;Fig. 3 is the structural representation of support plate among the present invention;

图4为本发明中缓冲组件的结构示意图。Fig. 4 is a structural schematic diagram of the buffer assembly in the present invention.

图中:In the picture:

1、建筑本体;11、限位槽;2、装配板;3、减震组件;31、减震底座;32、挤压板;321、滑杆;322、挤压弹簧;323、拉把;33、支撑板;331、连接杆;332、活动座;333、滑块;334、导向座;335、减震弹簧;4、缓冲组件;41、缓震块;42、限位杆;43、缓冲弹簧。1. Building body; 11. Limiting groove; 2. Assembly plate; 3. Shock-absorbing component; 31. Shock-absorbing base; 32. Extrusion plate; 33, support plate; 331, connecting rod; 332, movable seat; 333, slider; 334, guide seat; 335, damping spring; 4, buffer assembly; 41, cushioning block; 42, limit rod; 43, buffer spring.

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。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

如图1所示:As shown in Figure 1:

一种装配式建筑的减隔震机构,包括建筑本体1以及安装在建筑本体1之间的装配板2,建筑本体1的底部安装有减震组件3,建筑本体1的底部设置有缓冲组件4。A shock-absorbing and isolating mechanism for a prefabricated building, including a building body 1 and an assembly plate 2 installed between the building bodies 1, a shock-absorbing component 3 is installed at the bottom of the building body 1, and a buffer component 4 is arranged at the bottom of the building body 1 .

本实施方案中:现有的装配式建筑的减隔震机构通过装配板2对建筑本体1进行装配,通过减震底座31对其进行减隔震。In this embodiment: the shock-absorbing and isolating mechanism of the existing prefabricated building assembles the building body 1 through the assembly plate 2 , and performs shock-absorbing and isolating on it through the shock-absorbing base 31 .

需要说明的是:建筑本体1的内部开设有若干限位槽11,限位槽11的数量与限位杆42的数量相同,且限位杆42的表面滑动连接在限位槽11的内部,通过限位槽11与限位杆42的配合使用,可以实现便于对建筑本体1与缓震块41进行安装,可以实现能够重复的使用,从而提高装置的实用性。It should be noted that there are several limiting grooves 11 inside the building body 1, the number of limiting grooves 11 is the same as the number of limiting rods 42, and the surface of the limiting rods 42 is slidably connected inside the limiting grooves 11, Through the cooperative use of the limiting groove 11 and the limiting rod 42, the installation of the building body 1 and the cushioning block 41 can be facilitated, and repeated use can be realized, thereby improving the practicability of the device.

如图1-图4所示:As shown in Figure 1-Figure 4:

基于现有的装配式建筑的减隔震机构,在现有的装配式建筑的减隔震机构上设置减震组件3和缓冲组件4,来解决现有技术中,无法对水平和竖向的震动能量进行及时的消耗,安装完成后不能进行拆卸,不能重复的使用的问题。Based on the existing shock-absorbing and isolating mechanism of prefabricated buildings, the shock-absorbing components 3 and buffering components 4 are set on the existing prefabricated building’s shock-proof and isolating mechanisms to solve the problems in the prior art that cannot be adjusted horizontally and vertically. The vibration energy is consumed in a timely manner. After the installation is completed, it cannot be disassembled and cannot be reused.

进一步而言:Going further:

结合上述内容,减震组件3包括减震底座31、挤压板32和支撑板33,减震底座31安装在建筑本体1的底部,两个挤压板32的相背一侧安装在减震底座31内腔的两侧,支撑板33的底部安装在减震底座31内腔的底部。In combination with the above, the damping assembly 3 includes a damping base 31, an extruded plate 32 and a support plate 33, the damping base 31 is installed on the bottom of the building body 1, and the opposite sides of the two extruded plates 32 are installed on the shock absorbing plate 32. On both sides of the inner cavity of the base 31 , the bottom of the support plate 33 is installed on the bottom of the inner cavity of the shock-absorbing base 31 .

本实施方案中:通过将缓震块41固定在支撑板33的顶部,通过挤压板32与减震底座31的配合使用,可以实现在建筑产生震动时,对建筑水平和竖向的震动能量进行及时的消耗,从而提高减隔震能力,通过拉动拉把323带动滑杆321进行移动,从而带动挤压板32挤压弹簧322,便于对缓震块41进行固定的同时,还可以对不同大小的缓震块41进行安装,提高装置的灵活性,通过支撑板33下压连接杆331,由连接杆331通过活动座332带动滑块333在导向座334的内部进行滑动,从而挤压导向座334内部的减震弹簧335,可以对建筑的震动能量进行消耗,从而发挥隔震作用,避免对建筑整体结构造成损伤甚至破坏。In this embodiment: by fixing the cushioning block 41 on the top of the support plate 33, and through the joint use of the extrusion plate 32 and the shock-absorbing base 31, it is possible to realize the horizontal and vertical vibration energy of the building when the building vibrates. Carry out timely consumption, thereby improve the shock absorption and isolation ability, drive the sliding bar 321 to move by pulling the handle 323, thereby driving the extrusion plate 32 to extrude the spring 322, which is convenient for fixing the shock absorber 41, and can also be used for different The shock absorber 41 of different size is installed to improve the flexibility of the device. The connecting rod 331 is pressed down by the support plate 33, and the connecting rod 331 drives the slider 333 to slide inside the guide seat 334 through the movable seat 332, thereby extruding the guide The shock-absorbing spring 335 inside the seat 334 can consume the vibration energy of the building, thereby exerting a shock-isolation effect and avoiding damage or even destruction to the overall structure of the building.

需要说明的是:挤压板32的两侧固定连接有滑杆321,滑杆321的表面套接有挤压弹簧322,滑杆321远离挤压板32的一侧固定连接有拉把323,挤压板32的一侧摩擦连接在缓震块41的一侧,滑杆321的表面滑动连接在减震底座31表面开设的槽孔内,通过拉动拉把323带动滑杆321进行移动,从而带动挤压板32挤压弹簧322,便于对缓震块41进行固定的同时,还可以对不同大小的缓震块41进行安装,提高装置的灵活性。It should be noted that: both sides of the extrusion plate 32 are fixedly connected with a sliding rod 321, the surface of the sliding rod 321 is sleeved with an extrusion spring 322, and the side of the sliding rod 321 away from the extrusion plate 32 is fixedly connected with a handle 323. One side of the extruding plate 32 is frictionally connected to one side of the cushioning block 41, and the surface of the slide bar 321 is slidably connected in the slot hole provided on the surface of the shock absorbing base 31, and the slide bar 321 is driven to move by pulling the handle 323, thereby Drive the extruding plate 32 to extrude the spring 322, which is convenient for fixing the shock absorbing block 41, and at the same time, it is also possible to install the shock absorbing block 41 of different sizes to improve the flexibility of the device.

更进一步而言:To take it a step further:

结合上述内容,支撑板33底部的两侧均通过活动座332活动连接有连接杆331,连接杆331的底部通过活动座332活动连接有滑块333,滑块333的表面滑动连接在导向座334的内部,导向座334的内部设置有减震弹簧335。In combination with the above, both sides of the bottom of the support plate 33 are movably connected to the connecting rod 331 through the movable seat 332, and the bottom of the connecting rod 331 is movably connected to the slider 333 through the movable seat 332, and the surface of the slider 333 is slidably connected to the guide seat 334. The inside of the guide seat 334 is provided with a damping spring 335 .

本实施方案中:通过支撑板33下压连接杆331,由连接杆331通过活动座332带动滑块333在导向座334的内部进行滑动,从而挤压导向座334内部的减震弹簧335,可以对建筑的震动能量进行消耗,从而发挥隔震作用,避免对建筑整体结构造成损伤甚至破坏。In this embodiment: the connecting rod 331 is pressed down by the support plate 33, and the sliding block 333 is driven by the connecting rod 331 through the movable seat 332 to slide inside the guide seat 334, thereby squeezing the damping spring 335 inside the guide seat 334, which can Consume the vibration energy of the building, so as to play the role of shock isolation and avoid damage or even destruction to the overall structure of the building.

需要说明的是:导向座334的底部固定连接在减震底座31内腔底部的两侧,减震弹簧335的两侧分别固定连接在滑块333与导向座334之间。It should be noted that the bottom of the guide seat 334 is fixedly connected to both sides of the bottom of the inner cavity of the shock-absorbing base 31 , and the two sides of the shock-absorbing spring 335 are respectively fixedly connected between the slider 333 and the guide seat 334 .

更进一步而言:To take it a step further:

结合上述内容,缓冲组件4包括缓震块41、限位杆42和缓冲弹簧43,缓震块41的底部固定连接在支撑板33的顶部,限位杆42的底部固定连接在缓震块41的顶部,缓冲弹簧43的内部套接在限位杆42的表面。In combination with the above, the buffer assembly 4 includes a buffer block 41, a limit rod 42 and a buffer spring 43. The bottom of the buffer block 41 is fixedly connected to the top of the support plate 33, and the bottom of the limit rod 42 is fixedly connected to the buffer block 41. The top of the buffer spring 43 is sleeved on the surface of the limiting rod 42 .

本实施方案中:通过将缓震块41顶部的限位杆42插入限位槽11的内部,通过缓冲弹簧43对建筑本体1和缓冲组件4之间的震动进行缓冲,从而进一步的提高对建筑整体结构的减隔震能力,并且便于对缓震块41进行拆卸和更换,解决了现有的大多都是直接固定安装,安装完成后不能进行拆卸,所以不能重复的使用,从而限制隔震支座在工程结构中的广泛应用的问题。In this embodiment: by inserting the limit rod 42 at the top of the shock absorbing block 41 into the limit groove 11, the shock between the building body 1 and the buffer assembly 4 is buffered by the buffer spring 43, thereby further improving the stability of the building. The shock-absorbing and isolating ability of the overall structure, and it is convenient to disassemble and replace the shock-absorbing block 41, which solves the problem that most of the existing ones are directly fixed and installed, and cannot be disassembled after installation, so they cannot be used repeatedly, thereby limiting The problem of the wide application of seat in engineering structure.

需要说明的是:缓冲弹簧43的两侧分别固定连接在建筑本体1和缓震块41之间,缓震块41的表面滑动连接在减震底座31顶部开设的安装槽内,通过缓冲弹簧43对建筑本体1和缓冲组件4之间的震动进行缓冲,从而进一步的提高对建筑整体结构的减隔震能力。It should be noted that the two sides of the buffer spring 43 are respectively fixedly connected between the building body 1 and the buffer block 41, and the surface of the buffer block 41 is slidably connected in the mounting groove provided on the top of the shock-absorbing base 31, through which the buffer spring 43 pairs The vibration between the building body 1 and the buffer assembly 4 is buffered, thereby further improving the shock absorption and isolation capability of the overall structure of the building.

最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that: the above is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, it still The technical solutions recorded in the foregoing embodiments may be modified, or some technical features thereof may be equivalently replaced. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (8)

1. The utility model provides an earthquake reduction and isolation mechanism of prefabricated building, includes building body (1) and installs assembly plate (2) between building body (1), its characterized in that: the bottom of the building body (1) is provided with a damping component (3), and the bottom of the building body (1) is provided with a buffer component (4);
the shock absorption assembly (3) comprises shock absorption bases (31), extrusion plates (32) and supporting plates (33), the shock absorption bases (31) are installed at the bottom of the building body (1), the opposite sides of the two extrusion plates (32) are installed on the two sides of the inner cavity of the shock absorption bases (31), and the bottoms of the supporting plates (33) are installed at the bottom of the inner cavity of the shock absorption bases (31);
buffer unit (4) include bradyseism piece (41), gag lever post (42) and buffer spring (43), the bottom fixed connection of bradyseism piece (41) is at the top of backup pad (33), the bottom fixed connection of gag lever post (42) is at the top of bradyseism piece (41), the surface at gag lever post (42) is cup jointed to the inside of buffer spring (43).
2. The seismic isolation and reduction mechanism of a fabricated building according to claim 1, wherein: the two sides of the extrusion plate (32) are fixedly connected with sliding rods (321), the surface of each sliding rod (321) is sleeved with an extrusion spring (322), and one side, far away from the extrusion plate (32), of each sliding rod (321) is fixedly connected with a pull handle (323).
3. The seismic isolation and reduction mechanism of a fabricated building according to claim 2, wherein: one side of the extrusion plate (32) is in friction connection with one side of the shock absorption block (41), and the surface of the sliding rod (321) is in sliding connection with a slotted hole formed in the surface of the shock absorption base (31).
4. The seismic isolation and reduction mechanism of a fabricated building according to claim 1, wherein: both sides of backup pad (33) bottom all have connecting rod (331) through sliding seat (332) swing joint, there is slider (333) bottom of connecting rod (331) through sliding seat (332) swing joint, the inside at guide holder (334) is connected to the surperficial sliding of slider (333), the inside of guide holder (334) is provided with damping spring (335).
5. The seismic mitigation and isolation mechanism of a fabricated building according to claim 4, wherein: the bottom fixed connection of guide holder (334) is in the both sides of vibration damping mount (31) inner chamber bottom, the both sides of damping spring (335) fixed connection respectively is between slider (333) and guide holder (334).
6. The seismic isolation and reduction mechanism of a fabricated building according to claim 1, wherein: a plurality of limiting grooves (11) are formed in the building body (1), the number of the limiting grooves (11) is the same as that of the limiting rods (42), and the surfaces of the limiting rods (42) are connected to the insides of the limiting grooves (11) in a sliding mode.
7. The seismic mitigation and isolation mechanism of a fabricated building according to claim 1, wherein: and two sides of the buffer spring (43) are respectively and fixedly connected between the building body (1) and the shock absorption block (41).
8. The seismic isolation and reduction mechanism of a fabricated building according to claim 1, wherein: the surface of the shock absorption block (41) is connected in a mounting groove formed in the top of the shock absorption base (31) in a sliding mode.
CN202210018115.8A 2022-01-07 2022-01-07 A shock-absorbing mechanism for prefabricated buildings Pending CN115306049A (en)

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