JP3189086B2 - Collapse prevention equipment for buildings - Google Patents
Collapse prevention equipment for buildingsInfo
- Publication number
- JP3189086B2 JP3189086B2 JP08072095A JP8072095A JP3189086B2 JP 3189086 B2 JP3189086 B2 JP 3189086B2 JP 08072095 A JP08072095 A JP 08072095A JP 8072095 A JP8072095 A JP 8072095A JP 3189086 B2 JP3189086 B2 JP 3189086B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- building
- breath
- brace
- opposing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、地震や強風などの自
然災害、あるいはガスや火薬などの爆発による誘発など
によって建造物に強い揺れや振動が作用した場合に、建
造物の対向する支柱間に直ちに筋交いを形成することに
よって建造物の変形や倒壊を防止することのできる建造
物における倒壊防止装置に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a method for constructing a building in which a strong shaking or vibration acts on the building due to a natural disaster such as an earthquake or a strong wind, or an explosion caused by an explosion of gas or explosive. The present invention relates to a collapse prevention device for a building, which can prevent deformation and collapse of the building by immediately forming a brace.
【0002】[0002]
【従来の技術】木造、鉄骨構造などの建造物において、
軸組が地震や風などで水平荷重を受けて菱形に変形した
り、この変形が高じて建物が倒壊することを防ぐため、
建物の支柱と支柱との間に剛性を有する筋交いを固定し
て強度の向上を図ることは建築技術の常識となってい
る。この筋交いは、建物の体裁上、通常は壁材やパネル
材などによって建物の内外から見えないように隠されて
いる。しかしながら、これらの建物のうち、特に地上と
接する1階部分は店舗、倉庫あるいは車庫などに利用さ
れることが多く、そのため大きな開口部や内部空間を必
要とするため、建物を補強するための筋交いを設けるこ
とができず、実質的に支柱のみによって支持された構造
のものが多い。2. Description of the Related Art In buildings such as wooden structures and steel frame structures,
In order to prevent the frame from deforming into a rhombus under horizontal load due to earthquake or wind, and to prevent the building from collapsing due to this deformation,
It is common knowledge in building technology to fix rigid braces between columns of a building to improve strength. These braces are hidden from the inside and outside of the building by the appearance of the building, usually by wall materials or panel materials. However, among these buildings, the ground floor in contact with the ground, in particular, is often used for stores, warehouses, garages, etc., and thus requires large openings and internal spaces. Cannot be provided, and there are many structures which are substantially supported only by the columns.
【0003】[0003]
【発明が解決しようとする課題】地上と接する1階部分
が筋交いのない支柱のみで支持された建物は、強度が必
ずしも大きくないので、設計の際に定められた所定限度
を超えた揺れや振動が建物に作用した場合、支柱の変形
や折損が生じて建物自体に修復不能の物的被害をもたら
すおそれがあるので、なんらかの補強を必要としてい
る。しかしながら、使用目的との関係において効果的な
補強方法がないのが現状である。A building in which the first floor in contact with the ground is supported only by struts having no bracing has not necessarily high strength, so that shaking or vibration exceeding a predetermined limit set at the time of design is required. In the event that the structure acts on the building, the columns may be deformed or broken, which may cause irreparable physical damage to the building itself. However, at present, there is no effective reinforcing method in relation to the purpose of use.
【0004】この発明はかゝる現状に鑑み、建物に地震
や風などによって所定以上の強い揺れや振動が作用した
場合に、この揺れや振動を感知して対向する支柱と支柱
の間に直ちに索条体による筋交いを形成して建物の補強
を図ることができる建造物における倒壊防止装置を提供
せんとするものである。SUMMARY OF THE INVENTION In view of the present situation, in the case where a strong shaking or vibration exceeding a predetermined level acts on a building due to an earthquake, wind, or the like, the present invention senses the shaking or vibration and immediately interposes between the opposed struts. It is an object of the present invention to provide a device for preventing collapse in a building capable of reinforcing a building by forming a brace by a cord.
【0005】[0005]
【課題を解決するための手段】かゝる目的を達成するた
めに、この発明の建造物における倒壊防止装置は、建物
に所定以上の揺れや振動が生じたときに感知して作動す
る振動感知部材と、該振動感知部材の作動によって対向
する支柱間に対角線状に緊張して筋交いを形成する索条
体からなるブレス部材とで構成されるもので、建物に所
定以上の揺れや振動がない常態においては、前記ブレス
部材は対向する支柱間を開放状態に保持し、所定以上の
揺れや振動が生じたときのみ対向する支柱間に筋交いを
形成するよう構成したことを特徴とするものである。SUMMARY OF THE INVENTION In order to achieve the above object, a device for preventing collapse of a building according to the present invention is provided with a vibration sensor which operates by detecting when a predetermined level of shaking or vibration occurs in a building. It consists of a member and a breathing member consisting of a cord body that forms a brace by tensioning diagonally between opposing columns by the operation of the vibration sensing member, and the building does not have more than predetermined shaking or vibration. In a normal state, the breath member holds the gap between the opposed struts in an open state, and forms a brace between the opposed struts only when shaking or vibration exceeding a predetermined level occurs. .
【0006】この発明の建造物における倒壊防止装置の
具体例の一つは、建物に所定以上の揺れや振動が生じた
ときに感知して作動する振動感知部材と、該振動感知部
材の作動によって対向する支柱間に対角線状に緊張して
筋交いを形成する索条体からなるブレス部材と、該ブレ
ス部材が筋交いを形成しない状態において当該ブレズ部
材を前記支柱間を連結する梁や天井などに沿って保持す
るためのセッティング部材とからなるもので、建物に所
定以上の揺れや振動がない常態においては、前記セッテ
ィング部材によって前記ブレス部材は対向する支柱間を
開放状態に保持し、所定以上の揺れや振動が生じたとき
のみ前記セッティング部材の付勢力に抗してブレス部材
がウインチによって巻き上げられ対向する支柱間に筋交
いを形成するよう構成したことを特徴とするものであ
る。[0006] One of the concrete examples of the device for preventing collapse in a building according to the present invention is a vibration sensing member that operates when a shaking or vibration exceeding a predetermined level occurs in a building, and an operation of the vibration sensing member. A bracing member formed of a cord body that tensions diagonally between opposing struts to form a brace, and a beam or ceiling that connects the blaze member to connect the struts in a state where the brace member does not form a brace. In a normal state where there is no more than a predetermined amount of shaking or vibration in the building, the setting member holds the breathing member in an open state between the opposing columns, and a predetermined amount of shaking. Only when vibration or vibration occurs, the breath member is wound up by the winch against the urging force of the setting member to form a brace between the opposing columns. It is characterized in that the form.
【0007】この発明の建造物における倒壊防止装置の
具体例の他一つは、建物の対向する支柱の少なくとも一
方の支柱に筒状の補助支柱を長手方向に沿って形成され
たスリットが他方の支柱の対向面と対峙するよう取付
け、前記補助支柱に上下動自在に設けた重錘部材に索条
体からなるブレス部材の基端部を取付け、該ブレス部材
の先端部を補助支柱内に沿って上方に持ち上げて上端部
のスリットから引出し、補助支柱の上端部に回動自在に
設けた振動感知部材と連動する係合部材を介して前記支
柱間を連結する梁または天井に沿わせたのち他方の支柱
の上端部に固定し、建物に所定以上の揺れや振動がない
常態においては、前記重錘部材によって前記ブレス部材
は対向する支柱間を開放状態に保持し、所定以上の揺れ
や振動が生じたときのみ前記係合部材が作動して重錘部
材が補助支柱内を下降し、対向する支柱間に筋交いを形
成するよう構成したことを特徴とするものである。Another specific example of the collapse prevention device for a building according to the present invention is that a slit formed by forming a cylindrical auxiliary column along the longitudinal direction on at least one of opposing columns of the building is formed on the other side. Attaching so as to face the opposing surface of the column, attaching the base end of a breath member made of a cord to a weight member provided vertically movably on the auxiliary column, and moving the distal end of the breath member along the auxiliary column. And lift it upward, pull it out from the slit at the upper end, and follow the beam or the ceiling that connects the columns through an engaging member that interlocks with a vibration sensing member that is rotatably provided at the upper end of the auxiliary column. In the normal state where the building is fixed to the upper end of the other support and the building does not shake or vibrate more than a predetermined amount, the weight member keeps the breath member open between the opposing supports and the shaking or vibration exceeds a predetermined amount. Occurs Operating the saw the engaging member weight member is lowered to the auxiliary strut and is characterized by being configured to form a brace between opposing struts.
【0008】この発明の建造物における倒壊防止装置の
具体例のさらに他一つは、建物の対向する支柱の少なく
とも一方の支柱の下端部に帯状の索条体からなるブレス
部材の基端部を固定し、該ブレス部材を当該支柱に沿っ
て上方に持ち上げ、当該支柱の上端部に設けた振動感知
部材を介して先端部を他方に支柱の上端部に設けた巻上
保持機構に固定し、建物に所定以上の揺れや振動が生じ
たときのみ前記振動感知部材が作動して前記ブレス部材
が巻き上げられ、対向する支柱間に筋交いを形成するよ
う構成したことを特徴とするものである。[0008] Still another specific example of the device for preventing collapse in a building according to the present invention is that a base end of a breath member formed of a band-shaped cable is provided at the lower end of at least one of the opposing columns of the building. Fixed, the breath member is lifted up along the column, and the distal end is fixed to a hoisting holding mechanism provided at the upper end of the column on the other side via a vibration sensing member provided at the upper end of the column, It is characterized in that the vibration sensing member is operated only when the shaking or vibration of the building exceeds a predetermined level, the breath member is wound up, and a brace is formed between the opposing columns.
【0009】この発明において、建物の対向する支柱間
に筋交いを構成するための索条体からなるブレス部材
は、当該建物の設計された強度によって異なるが基本的
には一方向にのみ筋交いを形成する一つでよいが、より
強度を高めるためには支柱間に交差状に筋交いを形成す
るよう一対であることが好ましい。In the present invention, the brace member formed of a cord for forming a brace between opposing columns of the building is different from the designed strength of the building, but basically forms a brace in only one direction. However, in order to further increase the strength, it is preferable that a pair is formed so as to form a cross-shaped brace between the columns.
【0010】支柱間に筋交いを形成するためのブレス部
材は、所定の振動値に耐えることができる強度を有する
ワイヤー、ロープなどの索条体であって、線条体や鋼線
や合成繊維を編み組みした帯状の索条体を使用すること
もできる。[0010] The breath member for forming the braces between the columns is a cord such as a wire or a rope having a strength capable of withstanding a predetermined vibration value. Braided strips can also be used.
【0011】また、建物の所定以上の揺れや振動を感知
してブレス部材を作動させるための振動感知部材とその
伝達手段としては、生じた揺れや振動を感知して建物の
開口部を阻害しないように張設されたブレス部材を対向
する支柱間に緊張させて筋交いを形成できるものであれ
ば、その構造には特別な制限はなく、たとえば、揺れや
振動を振動感知センサーで感知し、モータと連動するウ
インチを作動させてブレス部材を筋交いに形成してもよ
く、機械的に揺れや振動を感知し、モータを使用するこ
となくブレス部材を筋交いに形成してもよい。The vibration sensing member for detecting the shaking or vibration of the building more than a predetermined amount and operating the breath member and the transmission means thereof do not obstruct the opening of the building by sensing the shaking or vibration generated. There is no special restriction on the structure as long as the braces can be formed by tensioning the stretched braces between the opposing columns, for example, by detecting vibration and vibration with a vibration sensor, The brace member may be formed in a brace by operating a winch that is linked to the brace, or the brace member may be formed in a brace without using a motor by mechanically sensing vibration or vibration.
【0012】[0012]
【作用】この発明の建造物における倒壊防止装置は、建
物に所定以上の揺れや振動が生じない通常の状態におい
ては、筋交いを構成するブレス部材を建物の支柱や梁な
どに沿って保持して支柱間に形成されている開口部から
物品・機材類の搬出入や人の出入りに支障がないように
開放状態を維持し、建物に所定以上の揺れや振動が発生
した場合に、具備させた振動感知部材が作動して対向す
る支柱間に対角線状にブレス部材を緊張させて筋交いを
形成し、支柱に加えられる揺れや振動による変形、折損
を阻止して建物を破損や倒壊から防止する。The collapse prevention device for a building according to the present invention holds a breath member constituting a brace along a column or a beam of the building in a normal state in which the building does not shake or vibrate more than a predetermined amount. An open state was maintained so as not to hinder the entry / exit of goods and equipment and the entry / exit of people from the opening formed between the columns, and provided when the building vibrated or vibrated more than a predetermined amount. The vibration sensing member is actuated to diagonally stretch the breath member between the opposing struts to form a brace, thereby preventing deformation and breakage due to shaking and vibration applied to the struts to prevent the building from being damaged or collapsed.
【0013】[0013]
【実施例】以下、この発明の建造物における倒壊防止装
置の実施例を添付の図面に基づいて具体的に説明する。
図1〜図3は、この発明の建造物における倒壊防止装置
の一実施例を示すもので、この倒壊防止装置1は、図3
に示すように建物Aの地上と接する1階部分の隣り合っ
た一対の支柱13a,13bと、これらを繋ぐ梁14で
形成された広い間口の開口部Bに設けられるものであ
る。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of an apparatus for preventing collapse of a building according to the present invention.
FIG. 1 to FIG. 3 show an embodiment of a fall prevention device in a building according to the present invention.
As shown in FIG. 2, the support is provided at an opening B of a wide frontage formed by a pair of adjacent pillars 13a and 13b on the first floor adjacent to the ground of the building A and a beam 14 connecting these pillars.
【0014】倒壊防止装置1は、図1に示すように基本
的には所定の強度を有するワイヤーからなる一対のブレ
ス部材2a,2bと、該ブレス部材2a,2bを対向す
る支柱13a,13b間に対角線状に緊張させて筋交い
とするための一対の巻き取り用ドラムを有するウインチ
6と、該ウインチ6を作動させるためのセンサーからな
る振動感知部材7および前記ブレス部材2a,2bを常
時緩めた状態に保持して隣り合った支柱13a,13b
に沿わせて開口部Bを出入りに支障がないように保つ一
対のセッティング部材8a,8bとによって構成されて
いる。As shown in FIG. 1, a collapsing prevention device 1 comprises a pair of breath members 2a and 2b which are basically made of a wire having a predetermined strength, and a pair of struts 13a and 13b which connect the breath members 2a and 2b to each other. A winch 6 having a pair of winding drums for tensioning diagonally to form a brace, a vibration sensing member 7 including a sensor for operating the winch 6, and the breath members 2a and 2b are always loosened. Adjacent pillars 13a, 13b held in a state
And a pair of setting members 8a and 8b for keeping the opening B in and out of the way along the path.
【0015】前記ウインチ6は、正逆転可能なモータ
(図示せず)と連動し、モータの正転で前記一対のブレ
ス部材2a,2bを共通に巻き上げ、逆転によって巻き
上げたブレス部材2a,2bを共通に巻き戻して緩める
もので、振動感知部材7の作動によって起動するモータ
と連動し、対向する支柱13a,13b間を連結する梁
14または天井のほぼ中央部に設けられる。The winch 6 is interlocked with a motor (not shown) capable of rotating forward and backward, and winds up the pair of breath members 2a and 2b in common by forward rotation of the motor, and rotates the breath members 2a and 2b wound up by reverse rotation. It is commonly rewound and loosened, and is provided substantially at the center of the beam or the ceiling connecting the opposing columns 13a and 13b in conjunction with the motor started by the operation of the vibration sensing member 7.
【0016】ブレス部材2a(2b)は、建物の一方の
支柱13a(13b)の基部を補強している補強材14
a(14b)に設けた固定部3a(3b)にブレス部材
2a(2b)の基端部を固定すると共に、当該支柱13
a(13b)に沿って上方に持ち上げ、当該支柱支柱1
3a(13b)の上端部から対向する支柱13b(13
a)の上端部に固定したローラ5a(5b)を介して先
端部を前記ウインチ6の一方のドラムの下側から時計回
りと反対(他方のドラムの上側から時計回り)になるよ
うに巻き付けたものである。The breath member 2a (2b) is a reinforcing member 14 for reinforcing the base of one of the columns 13a (13b) of the building.
a (14b), the base portion of the breath member 2a (2b) is fixed to the fixing portion 3a (3b), and the support 13
a (13b), and lift the support column 1
The support 13b (13) facing from the upper end of 3a (13b)
The leading end of the winch 6 is wound clockwise from the lower side of one of the drums (clockwise from the upper side of the other drum) via a roller 5a (5b) fixed to the upper end of the winch 6). Things.
【0017】前記セッティング部材8a(8b)は、比
較的細いワイヤロープで構成されるものであって、セッ
ティング部材8a(8b)は、その基端部を前記支柱1
3a(13b)の上端部に位置するブレス部材2a(2
b)に固定4a(4b)すると共に、前記支柱13a
(13b)の上端部に設けたローラ9a(9b)を介し
て支柱13a(13b)の上端部の他端側に固定12a
(12b)したもので、前記ローラ9a(9b)と固定
12a(12b)部との間のセッティング部材8a(8
b)には重錘11a(11b)を有する滑車10a(1
0b)が設けられている。The setting member 8a (8b) is made of a relatively thin wire rope. The setting member 8a (8b)
Breath member 2a (2b) located at the upper end of 3a (13b)
b) and fixed to the support 13a.
12a is fixed to the other end of the upper end of the column 13a (13b) via a roller 9a (9b) provided at the upper end of (13b).
(12b), the setting member 8a (8) between the roller 9a (9b) and the fixed 12a (12b) portion.
b) has a pulley 10a (1) having a weight 11a (11b).
0b) is provided.
【0018】このセッティング部材8a(8b)は、ブ
レス部材2a(2b)がウインチ6によって緩められた
状態においては、図2に示すように滑車10a(10
b)に設けた重錘11a(11b)が下降して支柱13
a(13b)の下方に位置し、ブレス部材2a(2b)
との固定4a(4b)部をローラ9a(9b)側に引き
寄せてブレス部材2a(2b)を支柱13a(13b)
と梁14にそれぞれ沿わせて開口部Bを開口状態に保持
している。揺れや振動によってウインチ6が作動しブレ
ス部材2a(2b)を巻き上げると、図2に示すように
ブレス部材2a(2b)はウインチ6の引っ張り力によ
って重錘11a(11b)の重さに抗して引っ張られ、
ブレス部材2a(2b)は支柱13a,13b間に対角
線状に緊張し、筋交いを形成する。The setting member 8a (8b), when the breath member 2a (2b) is loosened by the winch 6, as shown in FIG.
The weight 11a (11b) provided in b) descends to
a (13b), and the breath member 2a (2b)
The fixing member 4a (4b) is pulled toward the roller 9a (9b) to move the breath member 2a (2b) to the support 13a (13b).
The opening B is held in an open state along the beam 14. When the winch 6 is actuated by the swing or vibration to wind up the breath member 2a (2b), the breath member 2a (2b) resists the weight of the weight 11a (11b) by the pulling force of the winch 6, as shown in FIG. Pulled
The breath member 2a (2b) tensions diagonally between the columns 13a and 13b to form a brace.
【0019】センサーからなる振動感知部材7は、あら
かじめ設定された振動値を超える振動を感知するとスイ
ッチの接点が閉じ、前記ウインチ6のモータを自動的に
起動してウインチ6を矢視の方向に回転させると共に、
警報を発する機能を有するものである。When a vibration exceeding a preset vibration value is detected by the vibration sensing member 7 comprising a sensor, the contact of the switch is closed and the motor of the winch 6 is automatically activated to move the winch 6 in the direction of the arrow. Rotate it,
It has a function of issuing an alarm.
【0020】かゝる構造の建造物の倒壊防止装置1は、
以下に述べる動作によって対向する支柱間に自動的に筋
交いを形成することができる。建物に地震や強風による
揺れや振動が作用しない通常の状態においては、図1に
示すように振動感知部材7およびウインチ6は作動しな
いので、それぞれのブレス部材2a,2bは支柱13
a,13b間を出入りに支障がないよう開口状態を保持
している。すなわち、一対のブレス部材2a,2bはウ
インチ6のドラムに巻き取られていないため、セッティ
ング部材8a,8bを構成する重錘部材11a,11b
によってそれぞれ支柱13a,13b側に引き寄せられ
ているため、各ブレス部材2a,2bは開口部Bの出入
りに支障がない状態にある。The apparatus 1 for preventing the collapse of a building having such a structure
By the operation described below, a brace can be automatically formed between the opposing columns. In a normal state in which shaking or vibration due to an earthquake or strong wind does not act on the building, the vibration sensing member 7 and the winch 6 do not operate as shown in FIG.
The open state is maintained so that there is no trouble in getting in and out between a and 13b. That is, since the pair of breath members 2a and 2b are not wound on the drum of the winch 6, the weight members 11a and 11b constituting the setting members 8a and 8b are provided.
Therefore, the respective breath members 2a and 2b are in a state where they do not hinder the entrance and exit of the opening B.
【0021】かゝる状態において、地震や強風によって
建物に振動感知部材7に設定した以上の揺れや振動が発
生すると、その振動を振動感知部材7が感知すると同時
に、ウインチ6のモータを起動してウインチ6を矢視の
方向に回転させる。このモータの回転によって、図2に
示すように各ブレス部材2a,2bは重錘部材11a,
11bの荷重に抗してウインチ6のドラムにそれぞれ巻
き上げられるため、各ブレス部材2a,2bは対向する
支柱13a,13bの上端部に設けられたローラ5a,
5bと下端部の固定部3a,3bを結ぶ対角線状に緊張
し、支柱13a,13b間に自動的にX状の筋交いを形
成するものである。したがって、形成されたこの筋交が
支柱13a,13bの揺れや振動、特に水平方向の揺れ
や振動を抑えて建物の破損、倒壊を確実に防止すること
ができるものである。In such a state, when a vibration or vibration exceeding the level set in the vibration detecting member 7 occurs in the building due to the earthquake or strong wind, the vibration detecting member 7 detects the vibration and starts the motor of the winch 6 at the same time. The winch 6 is rotated in the direction of the arrow. Due to the rotation of this motor, each breath member 2a, 2b is moved to the weight member 11a, as shown in FIG.
Since each of the breath members 2a and 2b is wound up on the drum of the winch 6 against the load of 11b, the respective breath members 2a and 2b are provided with rollers 5a and
The diagonal tension between the lower end 5b and the fixing portions 3a, 3b at the lower end is used to automatically form an X-shaped brace between the columns 13a, 13b. Therefore, the formed braces can suppress the swinging and vibration of the columns 13a and 13b, particularly the horizontal swinging and vibration, and reliably prevent the building from being damaged or collapsed.
【0022】建物の振動が止めば、モータを逆転させて
ウインチ6で巻き上げた各ブレス部材2a,2bを緩め
ることによって各ブレス部材2a,2bは重錘部材11
a,11bの作用によって各支柱13a,13bの上端
部に設けたローラ9a,9bを支点として支柱側13
a,13b側に引っ張られ元の状態に復帰し、開口部B
からは物品や機材の出し入れ、人の出入りを自在に行う
ことができる。When the vibration of the building is stopped, the motors are rotated in reverse to loosen the respective breath members 2a and 2b wound up by the winch 6, whereby the respective breath members 2a and 2b become
a, 11b by means of the rollers 9a, 9b provided at the upper ends of the columns 13a, 13b as fulcrums.
a, 13b to return to the original state, and the opening B
From here, goods and equipment can be taken in and out, and people can go in and out freely.
【0023】この建造物における倒壊防止装置1は、大
きな間口部を必要とするため筋交いによる補強が難しい
ビルや大型の店舗、倉庫、車庫など地上と接する建物の
1階部分の支柱間に適用することによって特に優れた機
能を発揮するが、必ずしも1階部分でなくても適用でき
ることは勿論である。また、支柱間に形成する筋交いは
方筋交いであっても、両筋交いであってもよく、必要と
する強度に応じてブレス部材の数を選定すればよい。The apparatus 1 for preventing collapse in a building is applied between columns on the first floor of a building that contacts the ground, such as a building, a large store, a warehouse, or a garage, which requires a large frontage and is difficult to reinforce by bracing. Thus, a particularly excellent function is exhibited, but it goes without saying that the present invention can be applied even if it is not necessarily the first floor portion. The brace formed between the columns may be a square brace or a double brace, and the number of breath members may be selected according to the required strength.
【0024】なお、この実施例においては、支柱13
a,13b間にブレス部材2a,2bによる筋交いの形
成をモータと連動するウインチ6を使用して行うため、
地震の発生と同時に停電するような場合に対処すること
ができなので、この場合には無停電電源の機能を有する
機器を備えて停電と同時にこれに切り換わるようにする
ことが望ましい。In this embodiment, the support 13
Since the formation of the brace by the breath members 2a and 2b is performed between the a and 13b using the winch 6 interlocked with the motor,
Since it is possible to cope with a case where a power failure occurs at the same time as the occurrence of an earthquake, in this case, it is desirable to provide a device having an uninterruptible power supply function and to switch to this at the same time as the power failure.
【0025】図4および図5は、この発明の建造物にお
ける倒壊防止装置の他の実施例を示すもので、図示の例
は支柱間に片筋交いを形成するものであるが、ブレス部
材を一対にすることによってX状の両筋交いを形成する
ことができる。この倒壊防止装置21は、比較的間口の
狭い支柱32aと支柱32bおよび梁33とによって形
成された建物の開口部Cに設置するもので、その基本構
成は、支柱32aの内側に結合される補助支柱25と、
この補助支柱25に内挿されて上下動する重錘部材27
と、振動を感知してブレス部材22を自動的に緊張させ
て支柱32a,32b間に自動的に筋交いを形成するた
めの振動感知部材30とから構成されている。FIGS. 4 and 5 show another embodiment of the apparatus for preventing collapse in a building according to the present invention. In the illustrated example, a single brace is formed between columns, but a pair of breath members is used. Thus, an X-shaped brace can be formed. The collapse prevention device 21 is installed in an opening C of a building formed by a column 32a, a column 32b, and a beam 33 having a relatively narrow frontage. The basic configuration of the device 21 is an auxiliary unit connected to the inside of the column 32a. A support 25,
A weight member 27 which is inserted into the auxiliary support 25 and moves up and down.
And a vibration detecting member 30 for automatically forming a brace between the columns 32a and 32b by sensing the vibration and automatically tensioning the breath member 22.
【0026】前記支柱32bと対向する支柱32aの対
向面(内側)に設けられる補助支柱25は、図5に示す
ように断面角形の管状の鋼材の一側面の中央に長手方向
に沿って適宜の幅のスリット26を形成したもので、こ
の補助支柱25は取り付けようとする支柱32aの1階
部分の長さよりも多少短い程度の長さを有し、スリット
26が形成されている側面と対向する背面を支柱32a
の内側に溶接あるいはボルト止めなどによって固定する
もので、スリット26は対向する支柱32bの内側と対
峙している。As shown in FIG. 5, an auxiliary column 25 provided on the opposing surface (inside) of the column 32a opposite to the column 32b is provided along the longitudinal direction at the center of one side surface of a tubular steel material having a rectangular cross section. The auxiliary support 25 has a length slightly shorter than the length of the first floor portion of the support 32a to be mounted, and faces the side surface on which the slit 26 is formed. Support 32a on the back
The slit 26 is opposed to the inside of the opposing column 32b by welding or bolting.
【0027】この補助支柱25に上下動自在に内挿され
る重錘部材27は、前記補助支柱25の1/2以下の長
さと適宜の重量を有するH型鋼からなるもので、H型の
両翼辺を結ぶ中央の辺が補助支柱25に形成したスリッ
ト26と平行となるようにして補助支柱25に内挿され
る。The weight member 27 inserted vertically into the auxiliary support 25 so as to be vertically movable is made of H-shaped steel having a length equal to or less than 1/2 of the auxiliary support 25 and an appropriate weight. Are inserted into the auxiliary support 25 such that the center side connecting the two is parallel to the slit 26 formed in the auxiliary support 25.
【0028】ブレス部材22は適宜の径を有するワイヤ
ロープからなるもので、その先端部は支柱32aと対向
する支柱32bの上端部に設けられた環状の固定部23
に結束固定され、基端部は前記補助支柱25に設けたス
リット26を通じて重錘部材27のH型の両翼辺を結ぶ
中央辺の下端の固定部24に固定されている。The breathing member 22 is made of a wire rope having an appropriate diameter, and its distal end is formed by an annular fixing portion 23 provided at the upper end of a column 32b facing the column 32a.
And a base end portion is fixed to a fixing portion 24 at the lower end of a central side connecting both H-shaped wing sides of the weight member 27 through a slit 26 provided in the auxiliary support 25.
【0029】前記補助支柱25の支柱32bと対向する
面の上端部には、基端部を中心にして少なくとも水平か
ら垂直方向に回動し、常態の水平位置において補助支柱
25に形成したスリット26を横断して先端部が補助支
柱25の角部より僅かに突出するように掛止部材28が
設けられている。At the upper end of the surface of the auxiliary column 25 facing the column 32b, a slit 26 formed in the auxiliary column 25 in the normal horizontal position at least from the horizontal direction to the vertical direction around the base end portion. The hook member 28 is provided so that the front end portion slightly protrudes from the corner portion of the auxiliary support column 25 across the support column 25.
【0030】一方、前記掛止部材28の先端部が突出す
る補助支柱25の上部外壁には、軸部材の先端部に所定
の重量を有する球状の重錘29を有すると共に、基端部
には前記掛止部材28の先端突出部と係合するフック部
31を有する振動感知部材30が適宜の範囲で揺動可能
に取り付けられている。On the other hand, a spherical weight 29 having a predetermined weight is provided at the distal end of the shaft member on the upper outer wall of the auxiliary support 25 from which the distal end of the engaging member 28 projects, and at the proximal end thereof. A vibration sensing member 30 having a hook portion 31 which engages with a tip end protruding portion of the hooking member 28 is swingably mounted within an appropriate range.
【0031】かゝる構造の倒壊防止装置21は、以下に
述べる動作によって支柱32a,32b間に自動的に筋
交いを形成することができる。すなわち、下端部にブレ
ス部材22の基端部を固定した重錘部材27を補助支柱
25の上部に引き上げ、補助支柱25に設けた掛止部材
28をブレス部材22の下側に通したのち、その先端部
を振動感知部材30のフック部31によって水平に保持
する。この状態において、ブレス部材22は振動感知部
材30で係止された掛止部材28によって梁33に沿
い、掛止部材28の上側を経て折り曲げられた形で重錘
部材27の下端に達し、これによって重錘部材27は、
補助支柱25内の上部に保持され、建物に地震や強風に
よる揺れや振動がない通常の状態においてはそのまゝの
状態を持続して、建物開口部Cを開放状態に維持する。The collapse prevention device 21 having such a structure can automatically form a brace between the columns 32a and 32b by the operation described below. That is, after the weight member 27 having the base end of the breath member 22 fixed to the lower end thereof is pulled up to the upper part of the auxiliary support 25, and the hook member 28 provided on the auxiliary support 25 is passed under the breath member 22, The tip is held horizontally by the hook 31 of the vibration sensing member 30. In this state, the breath member 22 reaches the lower end of the weight member 27 in a form that is bent along the beam 33 along the beam 33 by the locking member 28 locked by the vibration sensing member 30 and passes through the upper side of the locking member 28. The weight member 27 is
It is held in the upper part of the auxiliary support 25, and in a normal state where the building is not shaken or vibrated by an earthquake or a strong wind, the state is maintained as it is, and the building opening C is kept open.
【0032】しかして、地震や強風によって建物に所定
以上の揺れや振動が発生すると、振動感知部材30の上
部の重錘部材29が揺動し、この揺動で掛止部材28の
先端部とフック部31との係合が解除されるので、掛止
部材28はブレス部材22および重錘部材27の作用に
よって下方に回動する。However, when the building is shaken or vibrated more than a predetermined amount due to an earthquake or strong wind, the weight member 29 on the upper part of the vibration sensing member 30 swings, and the swinging movement causes the tip end of the hooking member 28 to move. Since the engagement with the hook portion 31 is released, the locking member 28 rotates downward by the action of the breath member 22 and the weight member 27.
【0033】この掛止部材28の下方への回動によっ
て、ブレス部材22の基端部を固定している重錘部材2
7は、図4において一点鎖線で示すように補助支柱25
内を下方に落下するため、ブレス部材22は補助支柱2
5の前記スリット26を通じて支柱32a,32b間に
斜めに緊張し、ブレス部材22によって建物開口部Cに
筋交いを形成することができる。したがって、形成され
たこの筋交が支柱32a,32bの揺れや振動、特に水
平方向の揺れや振動を抑えて建物の破損、倒壊を確実に
防止することができるものである。The downward rotation of the hook member 28 causes the weight member 2 fixing the base end of the breath member 22 to move.
7 is an auxiliary support 25 as shown by a dashed line in FIG.
In order to fall down inside, the breath member 22 is
5, the strut is obliquely tensioned between the columns 32 a and 32 b through the slit 26, and a brace can be formed at the building opening C by the breath member 22. Therefore, the formed braces can suppress the swinging and vibration of the columns 32a and 32b, particularly the horizontal swinging and vibration, and reliably prevent the building from being damaged or collapsed.
【0034】建物の振動が止めば、重錘部材27を補助
支柱25の上部に引き上げて、前記と同様にして掛止部
材28をブレス部材22の下側に通して振動感知部材3
0のフック部31で水平に保持するすることによって元
の状態に容易に復帰させることができる。なお、図示は
省略したが、重錘部材27の上端部に引き上げ用のロー
プを取り付け、その先端を補助支柱25の上部から外側
に垂らし、このロープを引いて重錘部材27を引き上げ
るようにすれば、元の状態への復帰がより容易となる。When the vibration of the building is stopped, the weight member 27 is pulled up to the upper part of the auxiliary support 25, and the hanging member 28 is passed under the breath member 22 in the same manner as described above, so that the vibration sensing member 3 is moved.
By holding horizontally with the hook portion 31 of 0, it is possible to easily return to the original state. Although not shown, a pulling rope is attached to the upper end of the weight member 27, the tip of the rope is hung outward from the upper portion of the auxiliary column 25, and the rope is pulled to pull the weight member 27 up. If this is the case, it is easier to return to the original state.
【0035】この実施例における倒壊防止装置21は、
振動感知部材30の重錘部材29および掛止部材28の
先端部と係合するフック部の形状を適宜に調整すること
によって、発生した振動の程度に対処することができる
ものである。特に、この実施例の倒壊防止装置21は、
モータなどの動力を一切使用せずに純然たるメカニカル
な構成によって筋交いを自動的に形成することができ、
また構造が簡単で必要な機材類も少なくて済むので経済
的なものである。The collapse prevention device 21 in this embodiment is
By appropriately adjusting the shape of the hook portion that engages with the weight member 29 of the vibration sensing member 30 and the distal end portion of the hooking member 28, the degree of the generated vibration can be dealt with. In particular, the collapse prevention device 21 of this embodiment
The brace can be automatically formed by a purely mechanical configuration without using any power such as a motor,
In addition, the structure is simple and the required equipment is small, so that it is economical.
【0036】図6〜図8に示すこの発明の建造物におけ
る倒壊防止装置41は、支柱52aと支柱52bおよび
梁53とによって形成された建物の開口部Dに片筋交い
を形成するためのものである。その基本構成は、ブレス
部材42と、対向する一方の支柱52aの上端部に設け
られる前記ブレス部材42の巻き上げ、巻き戻しを行う
巻上保持機構45と、ブレス部材42を他方の支柱52
bの上部に引き寄せるために当該支柱52bの上部に設
けられる掛止部材44と、この掛止部材44を係脱自在
に保持する振動感知部材50とから構成されている。A collapsing prevention device 41 in a building according to the present invention shown in FIGS. 6 to 8 is for forming a single brace at an opening D of a building formed by a support 52a, a support 52b and a beam 53. is there. The basic configuration thereof is as follows: a breathing member 42, a hoisting holding mechanism 45 provided at the upper end of one of the opposing columns 52 a for winding up and rewinding the breathing member 42, and the breathing member 42 with the other column 52.
It comprises a hooking member 44 provided on the upper part of the support post 52b to draw the upper side of the supporting member 52b, and a vibration sensing member 50 for holding the hooking member 44 detachably.
【0037】ブレス部材42は、合成繊維もしくは金属
線条体等の織成によって所定の強靱性を確保した所定の
幅を有する帯状体からなるものである。The breath member 42 is made of a belt-shaped body having a predetermined width and a predetermined toughness secured by weaving a synthetic fiber or a metal filament.
【0038】巻上保持機構45は、図7および図8に示
すように軸部材46に前記ブレス部材42を巻回するド
ラム47と、該ドラム47にブレス部材42を巻き上げ
るためのコイルバネ48と、巻き上げたブレス部材42
の巻き戻しを阻止するブレーキ49を同軸上に設けたも
ので、前記ブレーキ49は左右一対の鋸歯状のブレーキ
板49a,49bおよびバネ49cの付勢によってブレ
ーキ板49a,49bの鋸歯状の爪に係合するレバー4
9dとからなるもので、前記のレバー49dに設けた紐
49eを引くことによって巻き戻しの阻止を解除するこ
とができる解除機能付きのものである。As shown in FIGS. 7 and 8, the hoisting and holding mechanism 45 includes a drum 47 for winding the breath member 42 around a shaft member 46, a coil spring 48 for winding the breath member 42 around the drum 47, The wound breath member 42
The brake 49 is provided coaxially to prevent the unwinding of the brake plate. The brake 49 is provided on the serrated claws of the brake plates 49a and 49b by the bias of a pair of left and right sawtooth brake plates 49a and 49b and a spring 49c. Lever 4 to engage
9d, and has a release function that can release the prevention of rewinding by pulling the string 49e provided on the lever 49d.
【0039】前記ブレス部材42の先端部は、前記巻上
保持機構45のドラム47に取り付けられ、基端部は他
方の支柱52bの下部に固定されている。The distal end of the breath member 42 is attached to the drum 47 of the hoisting and holding mechanism 45, and the proximal end is fixed to the lower part of the other support 52b.
【0040】前記巻上保持機構45を取り付ける支柱5
2aと対向する支柱52bの上部に設けられる係合部材
50aは、常態において水平状態を保持し、負荷が作用
したときのみ水平状態から下方に回動するもので、先端
部にはフック50bが形成されると共に、後端部には重
錘部材50cが索条を介して一体的に取付けられ、振動
感知部材50を構成している。A column 5 for mounting the hoisting and holding mechanism 45
The engaging member 50a provided on the upper part of the column 52b opposite to 2a keeps a horizontal state in a normal state, and rotates downward from the horizontal state only when a load is applied. At the same time, a weight member 50c is integrally attached to the rear end portion via a cable to form a vibration sensing member 50.
【0041】前記係合部材50aのフック部50bに
は、ブレス部材42支柱52b側に引き寄せるためのブ
レス引張部材44の先端部が係合している。このブレス
引張部材44は、支柱52aと対向する面の上端部に設
けられるもので、その基端部が支柱52bに回動自在に
取付けられ、このブレス引張部材44にブレス部材42
を引っ掛けることによってブレス部材42を梁または天
井に沿って支柱52bの内側に引っ張っている。The hook 50b of the engaging member 50a is engaged with the distal end of a breath pulling member 44 for drawing the breath member 42 toward the support 52b. The breath tension member 44 is provided at the upper end of the surface facing the column 52a, and its base end is rotatably attached to the column 52b.
To pull the breath member 42 inside the column 52b along the beam or ceiling.
【0042】前記振動感知部材50を構成する重錘部材
50cは、常時は支柱52bに設けた載置板51上に載
置され、重錘部材50cが載置板51から転落してブレ
ス引張部材44を係合している係合部材50aの基端部
を下方に引っ張ることによって図の点線で示すようにブ
レス引張部材44との係合が外れ、ブレス引張部材44
が水平から下方垂直方向に回動してブレス部材42に弛
みを生じさせるものである。The weight member 50c constituting the vibration sensing member 50 is normally mounted on a mounting plate 51 provided on a support 52b, and the weight member 50c falls down from the mounting plate 51 and is a breath tension member. By pulling the base end of the engaging member 50a engaged with the lower part 44 downward, the engagement with the breath tension member 44 is released as shown by the dotted line in the drawing, and the breath tension member 44 is released.
Is rotated from the horizontal to the vertical direction downward to cause the breath member 42 to loosen.
【0043】上記の構造からなる倒壊防止装置41は、
地震などによって建物に所定以上の振動が発生すると、
載置板51上に載置されていた重錘部材50cが落下
し、係合部材50aが回動してブレス引張部材44との
係合が解除されてブレス部材42に弛みが生ずると、巻
上保持機構45のバネ48の付勢力でブレス部材42が
急速に巻き取られブレス部材42を図の点線で示すよう
に支柱52aと52bの間を対角線状に緊張させ筋交い
を自動的に形成するものである。The collapse prevention device 41 having the above structure is
If the building vibrates more than a certain amount due to an earthquake or the like,
When the weight member 50c placed on the placing plate 51 falls and the engaging member 50a rotates to release the engagement with the breath tension member 44 and the breath member 42 becomes loose, The breath member 42 is rapidly wound up by the urging force of the spring 48 of the upper holding mechanism 45, and the breath member 42 is tensioned diagonally between the columns 52a and 52b as shown by the dotted line in the figure, thereby automatically forming the brace. Things.
【0044】その際、引き続く振動によってブレス部材
42に巻き戻しの引っ張り力が発生した場合は、ブレー
キ49のレバー49dがブレーキ板49aの鋸歯状の爪
に係合して巻き戻しを阻止し、振動が止まればレバー4
9dに設けた紐49eを引っ張って巻き戻しの阻止を解
除して自在に巻き戻すことができるようにしたのち、重
錘部材50cを載置板51上に復帰させ、振動感知部材
50の係合部材50aをブレス引張部材44に係止する
ことによって開口部Dを筋交いのない状態とすることが
できる。At this time, if a rewinding pulling force is generated in the breath member 42 due to the subsequent vibration, the lever 49d of the brake 49 is engaged with the saw-like claw of the brake plate 49a to prevent the rewinding, and the vibration is prevented. If stops, lever 4
After pulling the string 49e provided at 9d to release the prevention of rewinding and freely rewind, the weight member 50c is returned to the mounting plate 51, and the engagement of the vibration sensing member 50 is performed. By locking the member 50a to the breath tension member 44, the opening D can be in a state without brace.
【0045】この実施例において使用するブレス部材4
2は、強靱な帯状体を使用することができ、構造も簡単
なので、建物の各室内に取り付けて不体裁にならずに有
効に使用することができるものである。なお、前記の重
錘部材50cの代わりにライト付きのラジオを重りとし
て使用し、地震などによって発生した所定以上の振動を
感知してこのライト付きのラジオの点灯とラジオ放送と
を自動的に入るようにすることで、夜間における周囲の
状況や災害の発生状況を的確に把握することができる。The breath member 4 used in this embodiment
2 can use a tough band-shaped body and has a simple structure, and can be effectively used without being unattended by being attached to each room of a building. In addition, instead of the above-mentioned weight member 50c, a radio with a light is used as a weight, and when a vibration exceeding a predetermined level generated by an earthquake or the like is detected, the lighting of the radio with the light and the radio broadcast are automatically turned on. By doing so, it is possible to accurately grasp the surrounding situation and the occurrence of a disaster at night.
【0046】[0046]
【発明の効果】この発明の建造物における倒壊防止装置
は、建物に所定以上の揺れや振動が生じない常態におい
ては、対向する支柱間に筋交いを構成するブレス部材を
建物の開口部の出入りに支障のない状態で保持し、建物
に所定以上の揺れや振動が発生した場合に、具備させた
振動感知部材により前記ブレス部材を対向する支柱間に
対角線状に緊張させて筋交いを自動的に形成させ、支柱
に加えられる揺れや振動による支柱の変形、折損に起因
する建物の損壊を防止するものである。The apparatus for preventing collapse of a building according to the present invention is capable of moving a breath member, which forms a brace between opposing columns, into and out of an opening of a building in a normal state in which the building does not shake or vibrate more than a predetermined amount. When the building is shaken or vibrated more than a predetermined amount without any hindrance, the brace member is tensioned diagonally between the opposing columns by the provided vibration sensing member to automatically form a brace. It is intended to prevent the building from being damaged due to deformation or breakage of the column due to shaking or vibration applied to the column.
【図1】この発明の建造物における倒壊防止装置の一実
施例の取付け状態を示す正面図である。FIG. 1 is a front view showing an attached state of an embodiment of a fall prevention device in a building according to the present invention.
【図2】図1における倒壊防止装置の使用状態の正面図
である。FIG. 2 is a front view of the use state of the collapse prevention device in FIG. 1;
【図3】図1の倒壊防止装置を適用する建造物の一例を
示す斜視図である。FIG. 3 is a perspective view showing an example of a building to which the collapse prevention device of FIG. 1 is applied.
【図4】この発明の建造物における倒壊防止装置の他の
実施例を示す正面図である。FIG. 4 is a front view showing another embodiment of the device for preventing collapse in a building according to the present invention.
【図5】図4の倒壊防止装置の要部を示す一部切欠斜視
図である。FIG. 5 is a partially cutaway perspective view showing a main part of the collapse prevention device of FIG. 4;
【図6】この発明の建造物における倒壊防止装置のさら
に他の実施例を示す正面図である。FIG. 6 is a front view showing still another embodiment of the device for preventing collapse in a building according to the present invention.
【図7】図6の倒壊防止装置における巻上保持機構の説
明図である。7 is an explanatory diagram of a hoisting and holding mechanism in the collapse prevention device of FIG. 6;
【図8】図7の巻上保持機構におけるブレーキを示す説
明図である。FIG. 8 is an explanatory view showing a brake in the hoisting holding mechanism of FIG. 7;
1 建造物における倒壊防止装置 2a,2b ブレス部材 3a,3b 固定部 4a,4b 固定(部) 5a,5b ローラ 6 ウインチ 7 振動感知部材 8a,8b セッティング部材 9a,9b ローラ 11a,11b 重錘部材 13a,13b 支柱 14 梁 DESCRIPTION OF SYMBOLS 1 Fall prevention device in a building 2a, 2b Breath member 3a, 3b Fixing part 4a, 4b Fixing (part) 5a, 5b Roller 6 Winch 7 Vibration sensing member 8a, 8b Setting member 9a, 9b Roller 11a, 11b Weight member 13a , 13b prop 14 beams
Claims (10)
きに感知して作動する振動感知部材と、該振動感知部材
の作動によって対向する支柱間に対角線状に緊張して筋
交いを形成する索条体からなるブレス部材とで構成され
るもので、建物に所定以上の揺れや振動がない常態にお
いては、前記ブレス部材は対向する支柱間を開放状態に
保持し、所定以上の揺れや振動が生じたときのみ対向す
る支柱間に筋交いを形成するよう構成したことを特徴と
する建造物における倒壊防止装置。1. A brace is formed by diagonally tensioning a vibration-sensing member that operates when a building is shaken or vibrating more than a predetermined amount and that is actuated by operating the vibration-sensing member. In a normal state where there is no more than a predetermined amount of shaking or vibration in the building, the breathing member holds the gap between the opposing struts in an open state, and more than a predetermined amount of shaking or vibration. A fall prevention device for a building, characterized in that a brace is formed between opposing columns only when a failure occurs.
交いが交差して形成されるよう一対であることを特徴と
する請求項1記載の建造物における倒壊防止装置。2. The collapse prevention device for a building according to claim 1, wherein a pair of the brace members are formed so that braces intersect between opposing columns.
きに感知して作動する振動感知部材と、該振動感知部材
の作動によって対向する支柱間に対角線状に緊張して筋
交いを形成する索条体からなるブレス部材と、該ブレス
部材が筋交いを形成しない状態において当該ブレズ部材
を前記支柱間を連結する梁や天井などに沿って保持する
ためのセッティング部材とからなるもので、建物に所定
以上の揺れや振動がない常態においては、前記セッティ
ング部材によって前記ブレス部材は対向する支柱間を開
放状態に保持し、所定以上の揺れや振動が生じたときの
み前記セッティング部材の付勢力に抗してブレス部材が
ウインチによって巻き上げられ対向する支柱間に筋交い
を形成するよう構成したことを特徴とする建造物におけ
る倒壊防止装置。3. A brace is formed by diagonally tensioning a vibration-sensing member that operates by sensing when a predetermined level of shaking or vibration occurs in a building, and an opposing column by operating the vibration-sensing member. A breathing member consisting of a cord and a setting member for holding the blaze member along a beam or a ceiling connecting the columns in a state where the breathing member does not form a brace, and In a normal state where there is no more than a predetermined amount of shaking or vibration, the setting member holds the breath member in an open state between the opposing columns, and resists the urging force of the setting member only when a certain amount of shaking or vibration occurs. A brace member is wound up by a winch to form a brace between opposing struts, thereby preventing the collapse of the building.
る一方の支柱の下端部に固定され、当該支柱に沿って上
方に張設されたのち、その先端部を他方の支柱の上端部
に設けられたローラを介して前記支柱間を連結する梁ま
たは天井の中央部に設けられたウインチに固定されると
共に、前記支柱に沿って上方に張設されたブレス部材
は、支柱の上方部においてセッティング部材を構成する
索条体の一端部と連結され、建物に所定以上の揺れや振
動がない常態においては、前記セッティング部材に設け
られた重錘によって前記ブレス部材は対向する支柱間を
開放状態に保持し、所定以上の揺れや振動が生じたとき
のみ前記重錘の付勢力に抗して前記ウインチによってブ
レス部材が巻き上げられて対向する支柱間に筋交いを形
成するよう構成したことを特徴とする請求項3記載の建
造物における倒壊防止装置。4. The breath member has its base end fixed to the lower end of one of the opposing columns, and is stretched upward along the column, and then its distal end is connected to the upper end of the other column. A brace member fixed to a beam or a winch provided at the center of the ceiling via a roller provided at the center of the ceiling, and extended upward along the column, In the normal state where the building is not shaken or vibrated more than a predetermined amount, the breath member is opened between the opposing columns by the weight provided on the setting member in a normal state where the building is not shaken or vibrated more than a predetermined amount. In this state, the breath member is wound up by the winch against the urging force of the weight only when shaking or vibration exceeding a predetermined level occurs, and a brace is formed between the opposing columns. The collapse prevention device for a building according to claim 3, characterized in that:
支柱に筒状の補助支柱を長手方向に沿って形成されたス
リットが他方の支柱の対向面と対峙するよう取付け、前
記補助支柱に上下動自在に設けた重錘部材に索条体から
なるブレス部材の基端部を取付け、該ブレス部材の先端
部を補助支柱内に沿って上方に持ち上げて上端部のスリ
ットから引出し、補助支柱の上端部に回動自在に設けた
振動感知部材と連動する係合部材を介して前記支柱間を
連結する梁または天井に沿わせたのち他方の支柱の上端
部に固定し、建物に所定以上の揺れや振動がない常態に
おいては、前記重錘部材によって前記ブレス部材は対向
する支柱間を開放状態に保持し、所定以上の揺れや振動
が生じたときのみ前記係合部材が作動して重錘部材が補
助支柱内を下降し、対向する支柱間に筋交いを形成する
よう構成したことを特徴とする建造物における倒壊防止
装置。5. A cylindrical auxiliary support is mounted on at least one of the opposing supports of the building so that a slit formed along the longitudinal direction faces the opposing surface of the other support, and the auxiliary support is vertically moved. A base end of a breath member made of a cable body is attached to a freely provided weight member, and a distal end of the breath member is lifted upward along the auxiliary support and pulled out from a slit at an upper end, and the upper end of the auxiliary support is Along the beam or ceiling that connects the columns via an engaging member that interlocks with a vibration sensing member that is rotatably provided in the section, and then fixed to the upper end of the other column, the building swings more than a predetermined amount. In a normal state where there is no vibration or vibration, the weight member holds the breath member in an open state between the opposing columns, and the engagement member operates only when a predetermined amount of shaking or vibration occurs to operate the weight member. Descends in the auxiliary column, A collapse prevention device for a building, wherein a brace is formed between opposing columns.
柱に形成されたスリットと直交し、その先端部が前記補
助支柱の上端部に回動自在に設けられた振動感知部材に
係合され水平状態を保持し、建物に所定以上の揺れや振
動が生じたときのみ振動感知部材が作動して係合部材と
の係合が解除され、係合部材が下方に回動することを特
徴とする請求項5記載の建造物における倒壊防止装置。6. The engaging member is normally orthogonal to a slit formed in the auxiliary column, and a tip end thereof is engaged with a vibration sensing member rotatably provided at an upper end portion of the auxiliary column. The horizontal state is maintained, the vibration sensing member is actuated only when the building shakes or vibrates more than a predetermined amount, the engagement with the engaging member is released, and the engaging member rotates downward. The collapse prevention device for a building according to claim 5, wherein
支柱の下端部に帯状の索条体からなるブレス部材の基端
部を固定し、該ブレス部材を当該支柱に沿って上方に持
ち上げ、当該支柱の上端部に設けた振動感知部材を介し
て先端部を他方に支柱の上端部に設けた巻上保持機構に
固定し、建物に所定以上の揺れや振動が生じたときのみ
前記振動感知部材が作動して前記ブレス部材が巻き上げ
られ、対向する支柱間に筋交いを形成するよう構成した
ことを特徴とする建造物における倒壊防止装置。7. A base end portion of a breath member made of a strip-shaped cord is fixed to a lower end portion of at least one of the opposite struts of the building, and the breath member is lifted upward along the strut. The front end is fixed to a hoisting holding mechanism provided at the upper end of the support on the other end via a vibration detection member provided at the upper end of the support, and the vibration detection member is used only when shaking or vibration exceeding a predetermined level occurs in the building. Is actuated to wind up the breath member and form a brace between opposing columns, thereby preventing the collapse of the building.
なるブレス部材の先端部を固定するドラムと、該ドラム
を常時巻き取り方向に付勢するバネと、巻き取ったブレ
ス部材の巻き戻しを阻止し、かつ阻止した巻き戻しを解
除しうる解除機能付きブレーキとを備えたことを特徴と
する請求項7記載の建造物における倒壊防止装置。8. The hoisting and holding mechanism includes a drum for fixing a distal end portion of a breath member formed of a band-shaped cord, a spring for constantly urging the drum in a winding direction, and a winding member for the breath member. The collapse prevention device for a building according to claim 7, further comprising: a brake having a release function that can prevent rewinding and release the prevented rewinding.
動自在に取付けられる係合部材と、該係合部材の先端の
フック部と先端部が係合し、かつ基端部が前記支柱に対
して回動自在に設けられたブレス引張部材と、前記係合
部材の後端部に設けられる重錘部材とからなるもので、
常態においては前記係合部材の先端部がブレス引張部材
と係合し、建物に所定以上の揺れや振動が生じたときの
み重錘部材が下方に降下して係合部材とブレス引張部材
の係合が解除され、ブレス引張部材の下方への回動によ
ってブレス部材が緩むように構成したことを特徴とする
請求項7または8記載の建造物における倒壊防止装置。9. The vibration sensing member includes an engaging member rotatably attached to an upper end of a column, a hook at a distal end of the engaging member and a distal end engaged with each other, and a base end of the vibration sensing member is connected to the supporting member. A breath tension member provided rotatably with respect to the support, and a weight member provided at the rear end of the engagement member,
Under normal conditions, the tip of the engaging member engages with the breath tension member, and only when the building shakes or vibrates more than a predetermined amount, the weight member descends downward and the engagement between the engagement member and the breath tension member is reduced. The collapse prevention device for a building according to claim 7 or 8, wherein the engagement is released and the breath member is loosened by the downward rotation of the breath tension member.
ジオで構成するか、もしくは該振動感知部材にライト付
きのラジオを付随させて、発生した所定以上の振動を感
知してライト付きのラジオの点灯と放送を行うよう構成
したことを特徴とする請求項7〜9のいずれかに記載の
建造物における倒壊防止装置。10. The vibration sensing member is constituted by a radio with a light, or by attaching a radio with a light to the vibration sensing member, and detecting the generated vibration of a predetermined or more level to produce a radio with a light. The collapse prevention device for a building according to any one of claims 7 to 9, wherein lighting and broadcasting are performed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08072095A JP3189086B2 (en) | 1995-03-13 | 1995-03-13 | Collapse prevention equipment for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08072095A JP3189086B2 (en) | 1995-03-13 | 1995-03-13 | Collapse prevention equipment for buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08246702A JPH08246702A (en) | 1996-09-24 |
| JP3189086B2 true JP3189086B2 (en) | 2001-07-16 |
Family
ID=13726201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP08072095A Expired - Fee Related JP3189086B2 (en) | 1995-03-13 | 1995-03-13 | Collapse prevention equipment for buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3189086B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5403901B2 (en) * | 2007-11-16 | 2014-01-29 | トヨタホーム株式会社 | building |
| JP5108596B2 (en) * | 2008-04-09 | 2012-12-26 | トヨタホーム株式会社 | building |
| WO2013103820A1 (en) * | 2012-01-05 | 2013-07-11 | California Institute Of Technology | Deployable structural units and systems |
| CN109296243B (en) * | 2018-09-26 | 2024-01-09 | 安顺市防震减灾监测中心 | Improved earthquake-proof building |
| CN113404321B (en) * | 2021-06-09 | 2022-09-27 | 西安建筑科技大学 | A transmission tower angle steel oblique material reinforcement device |
| JP2025018607A (en) * | 2023-07-27 | 2025-02-06 | 株式会社東海理化電機製作所 | Vibration-damping structure |
-
1995
- 1995-03-13 JP JP08072095A patent/JP3189086B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08246702A (en) | 1996-09-24 |
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