CN115506625A - Building structure reinforcing device for prefabricated house - Google Patents

Building structure reinforcing device for prefabricated house Download PDF

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Publication number
CN115506625A
CN115506625A CN202211301226.6A CN202211301226A CN115506625A CN 115506625 A CN115506625 A CN 115506625A CN 202211301226 A CN202211301226 A CN 202211301226A CN 115506625 A CN115506625 A CN 115506625A
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Prior art keywords
plate
fixed
sleeve
building structure
rod
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Chinese (zh)
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韩克鹏
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Guizhou Open University Guizhou Vocational And Technical College
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Guizhou Open University Guizhou Vocational And Technical College
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Priority to CN202211301226.6A priority Critical patent/CN115506625A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0222—Replacing or adding wall ties
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • 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
    • E04H9/0237—Structural braces with damping devices
    • 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
    • E04H9/027—Preventive constructional measures against earthquake damage in existing buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a building structure reinforcing device for a prefabricated house, which comprises a wallboard fixing component, and comprises: the L-shaped plate is formed by splicing a transverse plate and a vertical plate, wherein the left side of the transverse plate is fixed with the lower side of the vertical plate, and the transverse plate is vertical to the vertical plate; the movable assemblies are two in number, are rod-shaped, and are fixed with the inner wall of the L-shaped plate at two ends and are arranged in a cross manner; the movable assembly includes: the buffer plate is fixedly connected to one end of the second rod body, and the other end of the second rod body extends out of the sleeve and is fixedly connected with the plate body; a plurality of damping spring sets up and keeps away from between one side of the second body of rod and telescopic inner wall at the buffer board, damping spring's one end and second body of rod fixed connection, the other end and telescopic inner wall fixed connection. The movable plank house is convenient to mount and dismount, the overall safety of the movable plank house is effectively guaranteed, potential safety hazards which may exist are reduced, and casualties and economic losses are reduced to a great extent.

Description

一种用于活动板房的建筑结构加固装置A building structure reinforcement device for a prefabricated house

技术领域technical field

本发明属于建筑工程技术领域,具体涉及一种用于活动板房的建筑结构加固装置。The invention belongs to the technical field of construction engineering, and in particular relates to a building structure reinforcement device for a prefabricated house.

背景技术Background technique

建筑是建筑物与构筑物的总称,是人们为了满足社会生活需要,利用之前所掌握的物质技术手段,并运用一定的科学规律、风水理念和美学法则创造的一种人工景象,其中活动板房是建筑物的种类之一,活动板房是一种以钢板为骨架,以夹芯板为围护材料,利用标准模数系列进行装配,构件采用螺栓连接,它是一种全新概念的环保经济型活动板房屋,有着可方便快捷地进行组装和拆卸,实现了临时建筑的通用标准化的优点,树立了环保节能、快捷高效的建筑理念,使临时房屋进入了一个系列化开发、集成化生产、配套化供应、可库存和可多次周转使用的定型产品领域,其中活动板房在其灾后重建中很常见。Architecture is the general term for buildings and structures. It is an artificial scene created by people in order to meet the needs of social life, using the material and technical means they have mastered before, and using certain scientific laws, feng shui concepts and aesthetic principles. Among them, prefabricated houses are One of the types of buildings, the prefabricated house is a kind of steel plate as the skeleton, sandwich panels as the enclosure material, assembled using standard module series, and the components are connected by bolts. It is a new concept of environmental protection and economical The movable board house has the advantages of convenient and quick assembly and disassembly, realizes the general standardization of temporary buildings, establishes the architectural concept of environmental protection, energy saving, fast and efficient, and makes temporary houses enter a series of development, integrated production, supporting The field of stereotyped products that can be supplied, stocked and used multiple times, among which prefabricated houses are very common in post-disaster reconstruction.

在我国四川一带,地震常会发生,其中震后的活动板房很常见,活动板房由于拆装、组合方便,一般几天之内就可有几百套活动板房交付使用,因此在到处是残垣断壁的废墟上,这些崭新的小屋成为受灾群众震后的温暖新家,救灾活动板房的建设标准是抗震、保温、防火、隔热,其中每户20平方米左右,能基本满足灾民的生活需求,这些活动板房可使用一到两年,能够解决灾民过渡期间的居住问题,解决了燃眉之急。In the Sichuan area of my country, earthquakes often occur, and prefabricated houses after earthquakes are very common. Due to the convenience of disassembly and assembly of prefabricated houses, hundreds of prefabricated houses can be delivered for use within a few days, so they are everywhere. On the ruins of ruins, these brand-new huts have become warm new homes for the affected people after the earthquake. The construction standards of the disaster relief prefabricated houses are earthquake resistance, heat preservation, fire prevention, and heat insulation. Each household is about 20 square meters, which can basically meet the living needs of the victims. , These prefabricated houses can be used for one to two years, which can solve the living problems of the victims during the transition period and solve the urgent need.

然而,地震过后一般有余震,余震一般在地球内部发生主震的同一地方发生,通常的情况是一次主震发生以后,紧跟着有一系列余震,其强度一般都比主震小,余震的持续时间可达几天甚至几个月,因此,即使是活动板房,也要具备良好的抗震性能,现有的活动板房大多是靠防水胶和一些螺纹结构进行固定,因此针对于灾区还需要一些装置将其固定,而现有的技术中,抗震结构往往都很复杂,成本较高,由于灾后重建需要大量的活动板房,因此大多数传统的抗震结构由于结构复杂,成本较高,也不易拆卸,往往不能被广泛推广应用到上述方面。However, there are generally aftershocks after an earthquake, and aftershocks generally occur in the same place inside the earth where the main shock occurred. Usually, a series of aftershocks follow after a main shock, and their intensity is generally smaller than that of the main shock. The time can reach several days or even months. Therefore, even the prefabricated houses must have good seismic performance. Most of the existing prefabricated houses are fixed by waterproof glue and some threaded structures. Some devices fix it, but in the existing technology, the earthquake-resistant structure is often very complicated and the cost is high. Since post-disaster reconstruction requires a large number of movable board houses, most traditional earthquake-resistant structures are complex in structure and high in cost. It is not easy to disassemble, and often cannot be widely applied to the above aspects.

发明内容Contents of the invention

有鉴于此,本发明提供了一种用于活动板房的建筑结构加固装置,结构简便,同时便于安装和拆卸,以解决上述提出的技术问题。In view of this, the present invention provides a building structure reinforcing device for a prefabricated house, which has a simple structure and is easy to install and disassemble, so as to solve the above-mentioned technical problems.

本发明的技术方案是:Technical scheme of the present invention is:

一种用于活动板房的建筑结构加固装置,包括:A building structure reinforcing device for a prefabricated house, comprising:

墙板固定组件,其包括:L形板,其上均布开设有第二孔,所述L形板由横板与竖板拼接组成,其中横板的左侧与竖板的下侧固定,且横板与竖板垂直;活动组件,数量为两个,所述活动组件呈杆状,其两端均与所述L形板的内壁固定,且两个活动组件呈交叉状设置,其中一个活动组件的一端与竖板上侧的前端固定,另一端与横板右侧的后端固定,另一个活动组件的一端与竖板上侧的后端固定,另一端与横板右侧的前端固定;The wallboard fixing assembly includes: an L-shaped board with second holes evenly distributed thereon, the L-shaped board is composed of a horizontal board and a vertical board spliced together, wherein the left side of the horizontal board is fixed to the lower side of the vertical board, And the horizontal plate is perpendicular to the vertical plate; the number of movable components is two, and the movable component is in the shape of a rod, both ends of which are fixed to the inner wall of the L-shaped plate, and the two movable components are arranged in a cross shape, one of which One end of the movable component is fixed to the front end on the upper side of the vertical plate, the other end is fixed to the rear end on the right side of the horizontal plate, one end of the other movable component is fixed to the rear end on the upper side of the vertical plate, and the other end is fixed to the front end on the right side of the horizontal plate fixed;

所述活动组件包括:套筒,其内活动设置有第二杆体,所述第二杆体的一端固定连接有缓冲板,另一端伸出套筒且固定连接有板体;多个减震弹簧,设置在所述缓冲板远离第二杆体的一侧与套筒的内壁之间,所述减震弹簧的一端与第二杆体固定连接,另一端与套筒的内壁固定连接。The movable assembly includes: a sleeve in which a second rod body is movably arranged, one end of the second rod body is fixedly connected with a buffer plate, and the other end protrudes from the sleeve and is fixedly connected with a plate body; a plurality of damping springs, It is arranged between the side of the buffer plate away from the second rod body and the inner wall of the sleeve, one end of the damping spring is fixedly connected to the second rod body, and the other end is fixedly connected to the inner wall of the sleeve.

进一步的,所述墙板固定组件还包括:底座,呈正三角形结构,所述底座的三个角处均布开设有三个第一孔,所述第一孔内通过螺纹可拆卸连接有第一膨胀螺栓;Further, the wall panel fixing assembly also includes: a base, which is in an equilateral triangle structure, and three first holes are evenly distributed at the three corners of the base, and the first expansion holes are detachably connected to the first holes through threads. bolt;

支撑梁,呈立方体结构,且所述支撑梁在水平方向的横截面为正方形,所述支撑梁的底部与底座的上表面固定,且支撑梁底部的一条边与底座的一条边平行,所述支撑梁的四条边上均固定有一个墙板。The supporting beam has a cubic structure, and the cross-section of the supporting beam in the horizontal direction is square, the bottom of the supporting beam is fixed to the upper surface of the base, and one side of the bottom of the supporting beam is parallel to one side of the base. A wall panel is fixed on the four sides of the supporting beam.

进一步的,所述支撑梁与墙板通过第一滑块和第一滑槽连接,所述第一滑块设置在墙板上,第一滑槽在支撑梁上沿着竖直方向开设,所述第一滑块卡装在第一滑槽中。Further, the support beam is connected to the wallboard through a first slider and a first chute, the first slider is set on the wallboard, the first chute is opened on the support beam along the vertical direction, and the first slide A slide block is clamped in the first chute.

进一步的,所述横板与竖板上设置有第一粘滞阻尼器,所述第一粘滞阻尼器的两端分别固定连接有一个第一杆体,其中一个第一杆体远离第一粘滞阻尼器的一端与横板铰接,另一个第一杆体远离第一粘滞阻尼器的一端与竖板铰接。Further, the horizontal plate and the vertical plate are provided with a first viscous damper, the two ends of the first viscous damper are respectively fixedly connected with a first rod body, and one of the first rod bodies is far away from the first viscous damper. One end of the damper is hinged to the horizontal plate, and the end of the other first rod away from the first viscous damper is hinged to the vertical plate.

进一步的,所述横板与竖板的面积大小与形状一致,且两者均为抗弯曲材料制成。Further, the size and shape of the horizontal plate and the vertical plate are consistent, and both are made of anti-bending material.

进一步的,所述第二杆体沿其长度方向周向均布开设有三条第二滑槽,所述套筒上固定有三个第二滑块,所述第二滑块卡装在第二滑槽内。Further, the second rod body is provided with three second sliding slots uniformly distributed along the length direction of the second rod, and the sleeve is fixed with three second sliding blocks, and the second sliding blocks are clamped in the second sliding slots.

进一步的,所述缓冲板为橡胶材料制成,且与套筒的内部结构相匹配。Further, the buffer plate is made of rubber material and matches the internal structure of the sleeve.

进一步的,所述板体与套筒之间设置有第二粘滞阻尼器,所述第二粘滞阻尼器的一端与板体固定,另一端与套筒固定。Further, a second viscous damper is arranged between the plate body and the sleeve, one end of the second viscous damper is fixed to the plate body, and the other end is fixed to the sleeve.

进一步的,所述缓冲板与套筒之间设置有第三粘滞阻尼器,所述第三粘滞阻尼器的一端与缓冲板固定,另一端与套筒固定。Further, a third viscous damper is arranged between the buffer plate and the sleeve, one end of the third viscous damper is fixed to the buffer plate, and the other end is fixed to the sleeve.

与现有技术相比,本发明提供的一种用于活动板房的建筑结构加固装置,其有益效果是:Compared with the prior art, the present invention provides a building structure reinforcement device for prefabricated houses, and its beneficial effects are:

使用时只需要将底座放在地面上,将第一膨胀螺栓插入地面使其底座与地面固定,墙板组组装好后将L形板固定在建筑物上相邻的墙之间即可,因此使用方便,当建筑物受到震动时,横板与竖板之间会发生相对运动,此时活动组件会来回伸缩长度减缓横板与竖板之间的相对运动从而维持房子的稳定,并且活动组件数量为两个,且两个活动组件交叉状设置使得L形板受力均匀,横板与竖板上设置有第一粘滞阻尼器,板体与套筒之间设置有第二粘滞阻尼器,缓冲板与套筒之间设置有第三粘滞阻尼器,粘滞阻尼器是一种与活塞运动速度相关的阻尼器,当房屋摇晃时,粘滞阻尼器会减缓第二杆体与套筒的相对运动,从而减缓横板与竖板之间的相对运动,套筒上固定有三个第二滑块,第二滑块卡装在第二滑槽内,当第二杆体沿着套筒运动时,第二滑块在第二滑槽内滑动从而保证第二杆体运动的稳定性,综上本发明使活动板房的整体安全性得到有效保障,减少可能存在的安全隐患,从而在很大程度上减少了人员伤亡和经济损失。When in use, you only need to place the base on the ground, insert the first expansion bolt into the ground to fix the base to the ground, and fix the L-shaped plate between the adjacent walls of the building after the wall panel group is assembled. It is easy to use. When the building is shaken, relative movement will occur between the horizontal plate and the vertical plate. At this time, the movable component will stretch back and forth to slow down the relative movement between the horizontal plate and the vertical plate to maintain the stability of the house, and the movable component The number is two, and the two movable components are arranged in a cross shape so that the L-shaped plate is evenly stressed. The first viscous damper is set on the horizontal plate and the vertical plate, and the second viscous damper is set between the plate body and the sleeve. There is a third viscous damper between the buffer plate and the sleeve. The viscous damper is a damper related to the movement speed of the piston. When the house shakes, the viscous damper will slow down the second rod and the sleeve. The relative movement of the barrel, thereby slowing down the relative movement between the horizontal plate and the vertical plate. Three second sliders are fixed on the sleeve, and the second sliders are clamped in the second chute. When the second rod moves along the sleeve When moving, the second slider slides in the second chute so as to ensure the stability of the movement of the second rod body. In summary, the present invention effectively guarantees the overall safety of the prefabricated house, reduces possible safety hazards, and thus can be used in many places. Casualties and economic losses are greatly reduced.

附图说明Description of drawings

图1为本发明墙板固定组件结构示意图;Fig. 1 is a structural schematic diagram of a wallboard fixing assembly of the present invention;

图2为本发明墙板加固组件结构示意图;Fig. 2 is a structural schematic diagram of a wallboard reinforcement assembly of the present invention;

图3为本发明活动组件的内部结构示意图;Fig. 3 is a schematic diagram of the internal structure of the movable assembly of the present invention;

图4为本发明使用状态的示意图。Fig. 4 is a schematic diagram of the use state of the present invention.

具体实施方式detailed description

下面结合附图1到图4,对本发明的具体实施方式进行详细描述。在发明的描述中,需要理解的是,术语“中心”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”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,因此不能理解为对本发明的限制。The specific implementation manner of the present invention will be described in detail below with reference to the accompanying drawings 1 to 4 . In describing the invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", " The orientations or positional relationships indicated by "top", "bottom", "inner", "outer", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying the It should not be construed as limiting the invention that a device or element must have a particular orientation, be constructed, and operate in a particular orientation.

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;在发明的描述中,除非另有说明,“多个”的含义是两个或两个以上。The terms "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of these features; in the description of the invention, unless otherwise specified, the meaning of "plurality" means one or more.

实施例Example

本发明提供了一种用于活动板房的建筑结构加固装置,下面结合图1到图4的结构示意图,对本发明进行说明。The present invention provides a building structure reinforcing device for a prefabricated house. The present invention will be described below with reference to the structural schematic diagrams of FIG. 1 to FIG. 4 .

如图2所示,本发明提供的一种用于活动板房的建筑结构加固装置,包括墙板固定组件,墙板固定组件其包括:L形板3,其上均布开设有第二孔,L形板3由横板31与竖板32拼接组成,其中横板31的左侧与竖板32的下侧固定,且横板31与竖板32垂直;活动组件5,数量为两个,活动组件5呈杆状,其两端均与L形板3的内壁固定,且两个活动组件5呈交叉状设置,其中一个活动组件5的一端与竖板32上侧的前端(A1处)固定,另一端与横板31右侧的后端(A2处)固定,另一个活动组件5的一端与竖板32上侧的后端(A3处)固定,另一端与横板31右侧的前端(A4处)固定,如图2所示,活动组件5包括:套筒52,其内活动设置有第二杆体53,第二杆体53的一端固定连接有缓冲板,另一端伸出套筒52且固定连接有板体51;多个减震弹簧56,设置在缓冲板远离第二杆体53的一侧与套筒52的内壁之间,减震弹簧56的一端与第二杆体53固定连接,另一端与套筒52的内壁固定连接,如图4所示,L形板3固定在建筑物上相邻的墙之间,使用的时候,将横板31与竖板32分别均对应一面墙,用膨胀螺栓插入第二孔使其L形板3固定在建筑物上,当建筑物受到震动时,横板31与竖板32之间会发生相对运动,此时活动组件5会来回伸缩长度减缓横板31与竖板32之间的相对运动从而维持房子的稳定,并且活动组件5数量为两个,且两个活动组件5交叉状设置使得L形板3受力均匀。As shown in Figure 2, a kind of building structure reinforcing device for the prefabricated house provided by the present invention comprises a wall panel fixing assembly, and the wall panel fixing assembly includes: L-shaped board 3, which is evenly distributed with second holes , the L-shaped plate 3 is composed of a horizontal plate 31 and a vertical plate 32, wherein the left side of the horizontal plate 31 is fixed to the lower side of the vertical plate 32, and the horizontal plate 31 is perpendicular to the vertical plate 32; the movable assembly 5 is two in number , the movable assembly 5 is rod-shaped, and its two ends are all fixed with the inner wall of the L-shaped plate 3, and the two movable assemblies 5 are arranged in a cross shape, and one end of one of the movable assemblies 5 is connected to the front end of the upper side of the riser 32 (A1 place ) is fixed, the other end is fixed to the rear end (A2 place) on the right side of the horizontal plate 31, and one end of another movable assembly 5 is fixed to the rear end (A3 place) on the upper side of the vertical plate 32, and the other end is fixed to the right side of the horizontal plate 31. The front end (at A4) is fixed, as shown in Figure 2, the movable assembly 5 includes: a sleeve 52, in which a second rod body 53 is movable, one end of the second rod body 53 is fixedly connected with a buffer plate, and the other end extends out of the sleeve The barrel 52 is fixedly connected with a plate body 51; a plurality of shock absorbing springs 56 are arranged between the side of the buffer plate away from the second rod body 53 and the inner wall of the sleeve 52, and one end of the shock absorbing spring 56 is fixed to the second rod body 53 connection, the other end is fixedly connected with the inner wall of the sleeve 52, as shown in Figure 4, the L-shaped plate 3 is fixed between the adjacent walls on the building, when in use, the horizontal plate 31 and the vertical plate 32 are all corresponding respectively On one wall, use expansion bolts to insert the second hole to fix the L-shaped plate 3 on the building. When the building is shaken, relative movement will occur between the horizontal plate 31 and the vertical plate 32, and the movable component 5 will move back and forth The telescopic length slows down the relative movement between the horizontal plate 31 and the vertical plate 32 so as to maintain the stability of the house, and the number of movable components 5 is two, and the two movable components 5 are arranged in a cross shape so that the L-shaped plate 3 is evenly stressed.

进一步的,如图1所示,墙板固定组件还包括:底座1,根据三角形有稳定性定理,底座1呈正三角形结构,底座1的三个角处均布开设有三个第一孔11,第一孔11内通过螺纹可拆卸连接有第一膨胀螺栓12,膨胀螺栓是将管路支、吊、托架或设备固定在墙上、楼板上、柱上所用的一种特殊螺纹连接件;支撑梁2,呈立方体结构,且支撑梁2在水平方向的横截面为正方形,支撑梁2的底部与底座1的上表面固定,且支撑梁2底部的一条边与底座1的一条边平行,支撑梁2的四条边上均固定有一个墙板6,组装前应先将底座1放在地面上,将第一膨胀螺栓12插入地面使其底座1与地面固定,由于膨胀螺栓是市场上常见的材料,因此使用方法在此不做具体阐述。Further, as shown in Figure 1, the wall panel fixing assembly also includes: a base 1, according to the triangle has stability theorem, the base 1 is an equilateral triangle structure, three first holes 11 are evenly distributed at the three corners of the base 1, and the third A hole 11 is detachably connected with a first expansion bolt 12 through threads, and the expansion bolt is a special threaded connector used to fix pipeline supports, hangers, brackets or equipment on walls, floors and columns; The beam 2 has a cubic structure, and the cross-section of the support beam 2 in the horizontal direction is square, the bottom of the support beam 2 is fixed to the upper surface of the base 1, and one side of the bottom of the support beam 2 is parallel to one side of the base 1, supporting A wall panel 6 is fixed on the four sides of the beam 2. Before assembly, the base 1 should be placed on the ground, and the first expansion bolt 12 should be inserted into the ground to fix the base 1 to the ground. Since the expansion bolt is a common materials, so the method of use will not be described in detail here.

进一步的,支撑梁2与墙板6通过第一滑块和第一滑槽连接,第一滑块设置在墙板6上,第一滑槽在支撑梁2上沿着竖直方向开设,第一滑块卡装在第一滑槽中,组装的时候将墙板6通过第一滑块和第一滑槽与支撑梁2固定,可以将墙板6吊起,使其第一滑块沿着第一滑槽滑动,组装后再通过一些常规手段将其支撑梁2与墙板6固定,在这里常规手段可以是防水胶,也可以是一些螺纹结构。Further, the support beam 2 is connected with the wallboard 6 through the first slider and the first chute, the first slider is arranged on the wallboard 6, the first chute is opened on the support beam 2 along the vertical direction, and the second A slide block is clamped in the first chute. When assembling, the wall panel 6 is fixed with the support beam 2 through the first slide block and the first chute, and the wall panel 6 can be lifted so that the first slide block moves along the Sliding along the first chute, after assembly, its support beam 2 and wallboard 6 are fixed by some conventional means, where the conventional means can be waterproof glue or some threaded structures.

进一步的,横板31与竖板32上设置有第一粘滞阻尼器4,第一粘滞阻尼器4的两端分别固定连接有一个第一杆体41,其中一个第一杆体41远离第一粘滞阻尼器4的一端与横板31铰接,另一个第一杆体41远离第一粘滞阻尼器4的一端与竖板32铰接,板体51与套筒52之间设置有第二粘滞阻尼器54,第二粘滞阻尼器54的一端与板体51固定,另一端与套筒52固定,缓冲板与套筒52之间设置有第三粘滞阻尼器57,第三粘滞阻尼器57的一端与缓冲板固定,另一端与套筒52固定,粘滞阻尼器是一种与活塞运动速度相关的阻尼器,它是根据流体运动,特别是当流体通过节流孔时会产生节流阻力的原理而制成的,粘滞阻尼器被广泛应用于高层建筑、桥梁、建筑结构抗震改造、工业管道设备抗振、军工等领域,因此当房屋摇晃时,粘滞阻尼器会减缓第二杆体53与套筒的相对运动,从而减缓横板31与竖板32之间的相对运动。Further, the horizontal plate 31 and the vertical plate 32 are provided with a first viscous damper 4, and the two ends of the first viscous damper 4 are respectively fixedly connected with a first rod 41, and one of the first rods 41 is far away from the first One end of the viscous damper 4 is hinged to the horizontal plate 31, and the other end of the first rod 41 away from the first viscous damper 4 is hinged to the vertical plate 32. Damper 54, one end of the second viscous damper 54 is fixed to the plate body 51, the other end is fixed to the sleeve 52, a third viscous damper 57 is arranged between the buffer plate and the sleeve 52, the third viscous damper One end of the device 57 is fixed to the buffer plate, and the other end is fixed to the sleeve 52. The viscous damper is a damper related to the moving speed of the piston. It is based on the fluid movement, especially when the fluid passes through the orifice. Made of the principle of throttling resistance, viscous dampers are widely used in high-rise buildings, bridges, anti-seismic renovation of building structures, anti-vibration of industrial pipeline equipment, military industry and other fields, so when the house shakes, the viscous damper will slow down The relative movement between the second rod body 53 and the sleeve slows down the relative movement between the horizontal plate 31 and the vertical plate 32 .

进一步的,为了加强稳定性,横板31与竖板32的面积大小与形状一致,且两者均为抗弯曲材料制成,例如材料可以为具备高的弹性极限和高的屈强比的弹簧钢65Mn。Further, in order to enhance the stability, the horizontal plate 31 and the vertical plate 32 have the same area size and shape, and both are made of anti-bending material, for example, the material can be a spring with a high elastic limit and a high yield ratio Steel 65Mn.

进一步的,第二杆体53沿其长度方向周向均布开设有三条第二滑槽,套筒52上固定有三个第二滑块,第二滑块卡装在第二滑槽内,当第二杆体53沿着套筒运动时,第二滑块在第二滑槽内滑动从而保证第二杆体53运动的稳定性。Further, the second rod body 53 is provided with three second slide grooves uniformly distributed along its lengthwise circumferential direction, and three second slide blocks are fixed on the sleeve 52, and the second slide blocks are clamped in the second slide grooves, when the second rod body When 53 moves along the sleeve, the second slider slides in the second slide groove so as to ensure the stability of the movement of the second rod body 53 .

进一步的,缓冲板为橡胶材料制成,且与套筒52的内部结构相匹配。Further, the buffer plate is made of rubber material, and matches with the inner structure of the sleeve 52 .

与现有技术相比,本发明提供的一种用于活动板房的建筑结构加固装置,其使用步骤是:组装前应先将底座1放在地面上,将第一膨胀螺栓12插入地面使其底座1与地面固定,由于膨胀螺栓是市场上常见的材料,因此使用方法在此不做具体阐述,将墙板6吊起,使其第一滑块沿着第一滑槽滑动,组装后再通过一些常规手段将其支撑梁2与墙板6固定,在这里常规手段可以是防水胶,也可以是一些螺纹结构,最后将L形板3固定在建筑物上相邻的墙之间,使用的时候,将横板31与竖板32分别均对应一面墙,用膨胀螺栓插入第二孔使其L形板3固定在建筑物上,这里可以根据条件自行选择放置的数量。Compared with the prior art, the present invention provides a building structure reinforcing device for a prefabricated house. Its use steps are: before assembling, the base 1 should be placed on the ground, and the first expansion bolt 12 should be inserted into the ground for use. The base 1 is fixed to the ground. Since the expansion bolt is a common material in the market, the method of use will not be elaborated here. Lift the wallboard 6 so that the first slider slides along the first chute. After assembly, the base 1 is fixed to the ground. Fix its support beam 2 and wallboard 6 by some conventional means again, here conventional means can be waterproof glue, also can be some screw structures, finally L-shaped plate 3 is fixed between the adjacent walls on the building, When in use, the horizontal plate 31 and the vertical plate 32 are respectively corresponding to a wall, and the expansion bolts are inserted into the second hole to make the L-shaped plate 3 fixed on the building, where the quantity can be selected according to the conditions.

以上公开的仅为本发明的较佳的具体实施例,但是,本发明实施例并非局限于此,任何本领域技术人员能思之的变化都应落入本发明的保护范围。The above disclosures are only preferred specific embodiments of the present invention, however, the embodiments of the present invention are not limited thereto, and any changes conceivable by those skilled in the art shall fall within the protection scope of the present invention.

Claims (9)

1. A building structure reinforcing apparatus for prefabricated houses, comprising:
a wallboard securing assembly, comprising: the L-shaped plates (3) are uniformly provided with second holes, each L-shaped plate (3) is formed by splicing a transverse plate (31) and a vertical plate (32), the left side of the transverse plate (31) is fixed with the lower side of the corresponding vertical plate (32), and the transverse plate (31) is perpendicular to the vertical plates (32); the number of the movable assemblies (5) is two, the movable assemblies (5) are rod-shaped, two ends of each movable assembly are fixed to the inner wall of the L-shaped plate (3), the two movable assemblies (5) are arranged in a crossed mode, one end of one movable assembly (5) is fixed to the front end of the upper side of the vertical plate (32), the other end of the movable assembly is fixed to the rear end of the right side of the transverse plate (31), one end of the other movable assembly (5) is fixed to the rear end of the upper side of the vertical plate (32), and the other end of the movable assembly is fixed to the front end of the right side of the transverse plate (31);
the movable assembly (5) comprises: the buffer plate comprises a sleeve (52), wherein a second rod body (53) is movably arranged in the sleeve (52), one end of the second rod body (53) is fixedly connected with the buffer plate, and the other end of the second rod body extends out of the sleeve (52) and is fixedly connected with a plate body (51); a plurality of damping spring (56), set up and be in the buffer board is kept away from between the one side of the second body of rod (53) and the inner wall of sleeve (52), damping spring's (56) one end and second body of rod (53) fixed connection, the other end and the inner wall fixed connection of sleeve (52).
2. The building structure reinforcing apparatus for prefabricated houses according to claim 1, wherein the panel fixing assembly further comprises: the base (1) is of a regular triangle structure, three first holes (11) are uniformly distributed at three corners of the base (1), and first expansion bolts (12) are detachably connected in the first holes (11) through threads;
the supporting beam (2) is of a cubic structure, the cross section of the supporting beam (2) in the horizontal direction is square, the bottom of the supporting beam (2) is fixed to the upper surface of the base (1), one edge of the bottom of the supporting beam (2) is parallel to one edge of the base (1), and four edges of the supporting beam (2) are fixed with wall plates (6).
3. The building structure reinforcing device for the prefabricated house according to the claim 1, characterized in that the supporting beam (2) and the wall plate (6) are connected through a first sliding block and a first sliding groove, the first sliding block is arranged on the wall plate (6), the first sliding groove is arranged on the supporting beam (2) along the vertical direction, and the first sliding block is clamped in the first sliding groove.
4. The building structure reinforcing device for the prefabricated house according to claim 1, wherein the transverse plate (31) and the vertical plate (32) are provided with first viscous dampers (4), two ends of each first viscous damper (4) are respectively and fixedly connected with a first rod body (41), one end of one first rod body (41), which is far away from the first viscous damper (4), is hinged to the transverse plate (31), and one end of the other first rod body (41), which is far away from the first viscous damper (4), is hinged to the vertical plate (32).
5. A building structure reinforcement for prefabricated board houses according to claim 1, characterized in that the transverse boards (31) and the vertical boards (32) are of area size and shape and are both made of bending resistant material.
6. The building structure reinforcing device for the prefabricated house according to claim 1, wherein three second sliding grooves are uniformly distributed on the second rod body (53) along the length direction of the second rod body, three second sliding blocks are fixed on the sleeve (52), and the second sliding blocks are clamped in the second sliding grooves.
7. A building structure reinforcement for prefabricated board houses according to claim 1, characterized in that the buffer board is made of rubber material and matches with the inner structure of the sleeve (52).
8. A building structure reinforcement for a prefabricated house according to claim 1, characterized in that a second viscous damper (54) is arranged between the plate body (51) and the sleeve (52), one end of the second viscous damper (54) is fixed with the plate body (51) and the other end is fixed with the sleeve (52).
9. A building structure reinforcement for a portable housing according to claim 1, characterized in that a third viscous damper (57) is provided between the buffer plate and the sleeve (52), one end of the third viscous damper (57) being fixed to the buffer plate and the other end being fixed to the sleeve (52).
CN202211301226.6A 2022-10-24 2022-10-24 Building structure reinforcing device for prefabricated house Pending CN115506625A (en)

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Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6014843A (en) * 1998-02-13 2000-01-18 Crumley; Harvel K. Wood frame building structure with tie-down connectors
JP2001182359A (en) * 1999-12-28 2001-07-06 Arai Gumi Ltd Seismic brace device
US20030205008A1 (en) * 2000-09-12 2003-11-06 Sridhara Benne Narasimha Murthy Sleeved bracing useful in the construction of earthquake resistant structures
JP2004150154A (en) * 2002-10-31 2004-05-27 Jsk Kk Connecting reinforcing metal fitting for building earthquake resistance
JP2007077572A (en) * 2005-09-09 2007-03-29 Tokai Rubber Ind Ltd Building seismic control structure
CN101864846A (en) * 2010-06-18 2010-10-20 北京工业大学 Embedded shock-absorbing steel frame for seismic reinforcement
KR20110055154A (en) * 2009-11-19 2011-05-25 주식회사 원준하이테크 Damping Braces
CN203049821U (en) * 2012-12-05 2013-07-10 上海英谷桥梁科技有限公司 Tuned mass damping device without guide rail
US20170145686A1 (en) * 2015-11-23 2017-05-25 Korea Electric Power Corporation Seismic reinforcing device
US20170260737A1 (en) * 2015-10-19 2017-09-14 Kabushikikaisha Arrk Prefabricated house
CN109024601A (en) * 2018-07-31 2018-12-18 合肥康之恒机械科技有限公司 A kind of piling machinery fixing-aid device
CN109898705A (en) * 2019-02-27 2019-06-18 苏州科技大学 A kind of damping earthing type assembling steel plate combination frequency modulation shock absorption wall
CN211776192U (en) * 2019-12-16 2020-10-27 湖北福鑫重型钢结构工程股份有限公司 Steel structure factory building
CN113323437A (en) * 2021-06-02 2021-08-31 华新建工集团有限公司 House building structure beam bottom reinforcing device
US20210301900A1 (en) * 2017-10-18 2021-09-30 Tongji University A three-dimensional isolator with adaptive stiffness property
CN113756444A (en) * 2021-09-13 2021-12-07 倪赐圭 Assembly type building
CN216476500U (en) * 2021-12-10 2022-05-10 海南大学 A kind of energy dissipation replacement of prefabricated building node reinforcement and seismic damping device

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6014843A (en) * 1998-02-13 2000-01-18 Crumley; Harvel K. Wood frame building structure with tie-down connectors
JP2001182359A (en) * 1999-12-28 2001-07-06 Arai Gumi Ltd Seismic brace device
US20030205008A1 (en) * 2000-09-12 2003-11-06 Sridhara Benne Narasimha Murthy Sleeved bracing useful in the construction of earthquake resistant structures
JP2004150154A (en) * 2002-10-31 2004-05-27 Jsk Kk Connecting reinforcing metal fitting for building earthquake resistance
JP2007077572A (en) * 2005-09-09 2007-03-29 Tokai Rubber Ind Ltd Building seismic control structure
KR20110055154A (en) * 2009-11-19 2011-05-25 주식회사 원준하이테크 Damping Braces
CN101864846A (en) * 2010-06-18 2010-10-20 北京工业大学 Embedded shock-absorbing steel frame for seismic reinforcement
CN203049821U (en) * 2012-12-05 2013-07-10 上海英谷桥梁科技有限公司 Tuned mass damping device without guide rail
US20170260737A1 (en) * 2015-10-19 2017-09-14 Kabushikikaisha Arrk Prefabricated house
US20170145686A1 (en) * 2015-11-23 2017-05-25 Korea Electric Power Corporation Seismic reinforcing device
US20210301900A1 (en) * 2017-10-18 2021-09-30 Tongji University A three-dimensional isolator with adaptive stiffness property
CN109024601A (en) * 2018-07-31 2018-12-18 合肥康之恒机械科技有限公司 A kind of piling machinery fixing-aid device
CN109898705A (en) * 2019-02-27 2019-06-18 苏州科技大学 A kind of damping earthing type assembling steel plate combination frequency modulation shock absorption wall
CN211776192U (en) * 2019-12-16 2020-10-27 湖北福鑫重型钢结构工程股份有限公司 Steel structure factory building
CN113323437A (en) * 2021-06-02 2021-08-31 华新建工集团有限公司 House building structure beam bottom reinforcing device
CN113756444A (en) * 2021-09-13 2021-12-07 倪赐圭 Assembly type building
CN216476500U (en) * 2021-12-10 2022-05-10 海南大学 A kind of energy dissipation replacement of prefabricated building node reinforcement and seismic damping device

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Application publication date: 20221223