JP2009013744A - Strike against earthquake - Google Patents

Strike against earthquake Download PDF

Info

Publication number
JP2009013744A
JP2009013744A JP2007179861A JP2007179861A JP2009013744A JP 2009013744 A JP2009013744 A JP 2009013744A JP 2007179861 A JP2007179861 A JP 2007179861A JP 2007179861 A JP2007179861 A JP 2007179861A JP 2009013744 A JP2009013744 A JP 2009013744A
Authority
JP
Japan
Prior art keywords
strike
gap
movable core
core member
strike plate
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.)
Granted
Application number
JP2007179861A
Other languages
Japanese (ja)
Other versions
JP5038039B2 (en
Inventor
Hiroaki Kiryu
紘明 桐生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Miwa Lock KK
Miwa Lock Co Ltd
Original Assignee
Miwa Lock KK
Miwa Lock Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Miwa Lock KK, Miwa Lock Co Ltd filed Critical Miwa Lock KK
Priority to JP2007179861A priority Critical patent/JP5038039B2/en
Publication of JP2009013744A publication Critical patent/JP2009013744A/en
Application granted granted Critical
Publication of JP5038039B2 publication Critical patent/JP5038039B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a strike against earthquake in which a strike plate mounted on the surface of a frame is surely displaceable in the direction of reducing a gap when the frame is deformed during an earthquake. <P>SOLUTION: This strike 100 against earthquake comprises: the strike plate 21 mounted on the surface of the frame at the opening of a building; a strike box 23 having a recessed box part 39 recessed in the surface of the frame and secured to the surface of the frame; a movable core member secured to the strike plate 21 and loosely fitted to the recessed box part 39; a pin-engaged hole formed at both sides of the movable core member; a slip-off restraining pin secured to both sides of the recessed box part 39, loosely fitted to the pin-engaged hole, and restraining the slipping-off of the movable core member from the recessed box part 39 and enabling the movement of the movable core member in the direction of reducing the gap formed between the movable core member and a bottom plate part; and the gap formed between the strike plate and the surface of the frame when the strike plate 21 is raised from the surface of the frame. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、枠表面に間隙を有し浮上して取り付けられたストライク板が、地震などによる枠変形時に、間隙を縮小する方向に確実に変位可能となる対震ストライクに関する。   The present invention relates to an anti-seismic strike in which a strike plate attached with a gap on the surface of a frame can be surely displaced in a direction of reducing the gap when the frame is deformed due to an earthquake or the like.

一般に、マンションなどにおいては、建物開口の縦枠にストライクを取付け、このストライクに扉側に設けた施解錠装置のデッドボルトを進退係脱させることにより、施錠や解錠を行う。近年では、地震などの災害発生時に扉を確実に開放させて室外への避難を可能とするため、扉と縦枠の間に所定のクリアランス(13mm程度)を設けることが推奨されている。すなわち、地震発生時には、縦枠周辺の壁が破壊され、縦枠が変形して扉に接触する外力が発生するので、ストライクは、所定以上の外力が加えられたとき、上記クリアランスが確保される方向に変形可能となることが望ましい。このように、所定以上の外力が発生したとき、ストライクが変形すれば、縦枠と扉の間に所定の隙間を確保でき、しかもストライクの係止孔に係止されている扉側のデッドボルトを離脱させることもできるので、扉の開放が補償されて室外への避難が容易となる。   In general, in a condominium or the like, a strike is attached to a vertical frame of a building opening, and a dead bolt of a locking / unlocking device provided on the door side is moved forward and backward to lock and unlock. In recent years, it has been recommended that a predetermined clearance (about 13 mm) be provided between the door and the vertical frame so that the door can be reliably opened in the event of a disaster such as an earthquake to enable evacuation outside the room. That is, when an earthquake occurs, the wall around the vertical frame is destroyed, and the vertical frame is deformed to generate an external force that comes into contact with the door. Therefore, the strike ensures the clearance when an external force exceeding a predetermined level is applied. It is desirable to be able to deform in the direction. As described above, when an external force exceeding a predetermined level is generated, if the strike is deformed, a predetermined gap can be secured between the vertical frame and the door, and the dead bolt on the door side that is locked in the locking hole of the strike. Since the door can be detached, the opening of the door is compensated and the evacuation to the outside becomes easy.

この種のストライクとしては、例えば特許文献1に開示される扉用ストライクが知られている。図9に示すように、この扉用ストライク1は、デッドボルトの係止孔3を形成した本体壁部5と、その上下両側に一体に設けた連結片7,7と、これら連結片7を介して本体壁部5と平行な段状に形成され、縦枠9の内側面に固定する固定片11,11とを備えており、これらは鋼板をプレス加工して形成される。そして、縦枠9の内面に各固定片11を固定ビスなどで固定して、本体壁部5の係止孔3に扉側のデッドボルトを係脱させることにより施錠や解錠を行う。   As this type of strike, for example, a door strike disclosed in Patent Document 1 is known. As shown in FIG. 9, the door strike 1 includes a main body wall portion 5 in which a dead bolt locking hole 3 is formed, connecting pieces 7, 7 integrally provided on both upper and lower sides, and these connecting pieces 7. And is provided with fixing pieces 11 and 11 fixed to the inner side surface of the vertical frame 9 and formed by pressing a steel plate. Then, each fixing piece 11 is fixed to the inner surface of the vertical frame 9 with a fixing screw or the like, and the dead bolt on the door side is engaged with or disengaged from the locking hole 3 of the main body wall portion 5 to perform locking or unlocking.

この扉用ストライク1によれば、地震発生時に、縦枠周辺の壁が破壊され、縦枠が変形して扉に接触する外力が発生すると、本体壁部5が例えば扉木口に表出する錠箱フロントパネルに押しつけられ、連結片7,7の傾斜角度が小さくなる方向に潰れ、扉用ストライク1が大きな力によって扉に接触し、扉の開放が不能となる事態を回避できる。このような効果は、扉用ストライク1が扉の室内面に取り付けられる面付け錠タイプの場合においても同様に得ることができる。
特開平11−62337号公報
According to this door strike 1, when an earthquake occurs, if the wall around the vertical frame is destroyed and the vertical frame is deformed to generate an external force that comes into contact with the door, the main body wall portion 5 is locked, for example, at the door mouth. It is possible to avoid a situation in which the door is pressed against the box front panel, and the connecting pieces 7 and 7 are crushed in a direction in which the inclination angle becomes small, and the door strike 1 comes into contact with the door with a large force and the door cannot be opened. Such an effect can be similarly obtained even in the case of the imposition lock type in which the door strike 1 is attached to the indoor surface of the door.
JP-A-11-62337

しかしながら、上記した従来のドア用ストライク1は、鋼板を折曲加工或いはプレス加工して、本体壁部5を傾斜連結片7,7によって嵩上げした板金部材であるため、側面が開口13となり、使用者に軟弱な感じを与えて外観も悪い問題があった。このような見栄えの悪さは、ドア用ストライク1がドアの室内面に取り付けられる面付け錠タイプの場合、特に顕著となった。これに対し、開口13を塞ぐ側壁部をプレス加工にて折曲形成すれば、開口13は覆え、デッドボルト等の表出はなくなるものの、側壁部により強度が高まり、ドア用ストライク1が変形し難くなる新たな問題を招いた。また、ドア用ストライクを潰す方向の外力が加わった際、折曲加工にて形成した側壁部が進入可能となる切り込みをトロヨケ等に設けておく構造も考えられるが、構造が複雑となるとともに、不規則方向の変形が生じた場合には切り込みに側壁部が進入不能となり、結局、ドア用ストライク1が変形し難くなることが危惧された。   However, the above-described conventional door strike 1 is a sheet metal member obtained by bending or pressing a steel plate and raising the main body wall portion 5 by the inclined connecting pieces 7 and 7, so that the side surface becomes the opening 13 and used. There was a problem of giving the person a soft feeling and poor appearance. Such poor appearance is particularly noticeable in the case of the imposition lock type in which the door strike 1 is attached to the interior surface of the door. On the other hand, if the side wall portion that closes the opening 13 is bent by press working, the opening 13 is covered and the dead bolt or the like is not exposed, but the strength is increased by the side wall portion, and the door strike 1 is deformed. Invited new problems that would be difficult. In addition, when an external force in the direction of crushing the strike for the door is applied, a structure in which a notch that allows the side wall portion formed by bending to enter is provided in the troyoke or the like is considered, but the structure becomes complicated, When the deformation in the irregular direction occurs, the side wall portion cannot enter the notch, and it is feared that the door strike 1 is hardly deformed after all.

本発明は上記状況に鑑みてなされたもので、嵩上げされたストライク板が、地震などによる枠変形時に、確実に変位可能となる対震ストライクを提供し、もって、災害時における扉開放機能の信頼性向上を図ることを目的とする。   The present invention has been made in view of the above situation, and provides an anti-seismic strike in which a raised strike plate can be surely displaced when a frame is deformed due to an earthquake or the like, and thus has a reliable door opening function in the event of a disaster. The purpose is to improve performance.

次に、上記の課題を解決するための手段を、実施の形態に対応する図面を参照して説明する。
本発明の請求項1記載の対震ストライクは、建物開口の枠表面33に取り付けられ扉より突出するデッドボルトの進入するストライク穴37の穿設されたストライク板21と、
前記ストライク板21に覆われ、前記枠表面33に凹設される凹状箱部39を有し上下の固定鍔41,43によって前記枠表面33に固定されるトロヨケ23と、
前記ストライク板21に固定されるとともに前記凹状箱部39に遊嵌される可動コア部材25と、
該可動コア部材25の両側部に穿設されたピン係合穴27と、
前記凹状箱部39の両側部に固定されて該ピン係合穴27に遊嵌され前記可動コア部材25の前記凹状箱部39からの脱落を規制するとともに前記可動コア部材25と前記凹状箱部39の底板部39aとの間に形成される少なくとも後退間隙36を縮める方向への前記可動コア部材25の移動を可能とする脱落規制ピン29と、
前記ストライク板21が前記枠表面33から浮上することで該ストライク板21と前記枠表面33とに形成された間隙35と、
を具備したことを特徴とする。
Next, means for solving the above problems will be described with reference to the drawings corresponding to the embodiments.
The anti-seismic strike according to claim 1 of the present invention comprises a strike plate 21 provided with a strike hole 37 into which a dead bolt that is attached to a frame surface 33 of a building opening and protrudes from a door enters;
Troyoke 23 which is covered with the strike plate 21 and has a concave box 39 which is recessed in the frame surface 33 and is fixed to the frame surface 33 by upper and lower fixing rods 41 and 43;
A movable core member 25 fixed to the strike plate 21 and loosely fitted in the concave box portion 39;
Pin engaging holes 27 drilled on both sides of the movable core member 25;
The movable core member 25 is fixed to both side portions of the concave box portion 39 and loosely fitted into the pin engaging hole 27 to restrict the movable core member 25 from falling out of the concave box portion 39 and the movable core member 25 and the concave box portion. A drop-out restricting pin 29 that enables movement of the movable core member 25 in a direction to shrink at least the receding gap 36 formed between the bottom plate portion 39a of
A gap 35 formed between the strike plate 21 and the frame surface 33 by the strike plate 21 rising from the frame surface 33;
It is characterized by comprising.

この対震ストライクでは、縦枠が変形して扉と接触する方向の外力が発生し、ストライク板21が例えば扉木口に押しつけられると、枠表面33に間隙35を有し浮上して取り付けられたストライク板21が、間隙35を縮小する方向に変位する。   In this anti-seismic strike, the vertical frame is deformed to generate an external force in the direction of contact with the door, and when the strike plate 21 is pressed against the door mouth, for example, the frame surface 33 has a gap 35 and is lifted and attached. The strike plate 21 is displaced in a direction to reduce the gap 35.

請求項2記載の対震ストライクは、前記可動コア部材25に係着され前記後退間隙36に挟入されることで前記ストライク板21を浮上させるとともに該後退間隙36を縮める方向へ変形可能となった圧縮支持部材31を具備したことを特徴とする。   The anti-seismic strike according to claim 2 is engaged with the movable core member 25 and is inserted into the retreat gap 36 so that the strike plate 21 is lifted and can be deformed in a direction in which the retreat gap 36 is contracted. The compression support member 31 is provided.

この対震ストライクでは、後退間隙36に圧縮支持部材31が挟入されることで、ストライク板21が浮上し、枠表面33とストライク板21との間に間隙35が保持される。縦枠が変形して扉に接触する方向の外力が発生し、ストライク板21が例えば扉木口に押しつけられると、圧縮支持部材31が潰れ、ストライク板21が、間隙35を縮小する方向に変位する。   In this anti-seismic strike, the compression support member 31 is inserted into the retreat gap 36, so that the strike plate 21 rises, and the gap 35 is held between the frame surface 33 and the strike plate 21. When the vertical frame is deformed and an external force in the direction of contact with the door is generated and the strike plate 21 is pressed against the door mouth, for example, the compression support member 31 is crushed, and the strike plate 21 is displaced in a direction to reduce the gap 35. .

請求項3記載の対震ストライクは、前記ストライク板21の上下縁部に、前記間隙35を縮小する方向に折り曲げられた傾斜部71が設けられたことを特徴とする。   The anti-seismic strike according to claim 3 is characterized in that an inclined portion 71 bent in a direction to reduce the gap 35 is provided on the upper and lower edges of the strike plate 21.

この対震ストライクでは、ストライク板21の上下縁部に、間隙35を縮小する方向に折り曲げた傾斜部71が設けられ、ストライク板21と枠表面33とに間隙35を確保しながら、間隙35が小さく見えるようになる。また、ストライク板21の後退間隙36を縮める方向への変位も傾斜部71の変形により許容可能となる。   In this anti-seismic strike, inclined portions 71 that are bent in the direction of reducing the gap 35 are provided at the upper and lower edges of the strike plate 21, and the gap 35 is formed while securing the gap 35 between the strike plate 21 and the frame surface 33. It looks small. Further, the displacement of the strike plate 21 in the direction in which the receding gap 36 is shortened is allowed by the deformation of the inclined portion 71.

請求項4記載の対震ストライクは、前記ストライク板21の前記デッドボルトの衝接する側の縦縁部73に、前記間隙35を覆う衝接座部75が前記ストライク板21に略垂直に折り曲げられて形成されたことを特徴とする。   In the anti-seismic strike according to claim 4, an impact seat portion 75 covering the gap 35 is bent substantially perpendicularly to the strike plate 21 at a vertical edge portion 73 of the strike plate 21 on the contact side of the dead bolt. It is characterized by being formed.

この対震ストライクでは、ストライク板21のラッチボルト衝接側の縦縁部73に、枠側面へ回り込むように折り曲げられて間隙35を覆う衝接座部75が形成され、ストライク板21と枠表面33とに間隙35を確保しながら、間隙35が覆われる。   In this anti-seismic strike, the strike plate 21 and the frame surface are formed at the vertical edge 73 of the strike plate 21 on the latch bolt contact side so as to be bent around the frame side surface and cover the gap 35. The gap 35 is covered while the gap 35 is secured to 33.

請求項5記載の対震ストライクは、前記圧縮支持部材31は樹脂材料からなり、
前記トロヨケ23の底板部39aに対向配置する前記可動コア部材25の係止部53aに係着する係止爪部31bを備える基端部と、
開脚状に二股に延出形成され、前記トロヨケ23の底板部39aに斜めに延出して前記後退間隙36に配置される先端部31aとを有し、
各先端部31aには幅狭で薄厚に形成される鰭状突起32が延設され、該鰭状突起32先端の曲面状部32aが前記トロヨケ底板部39aに当接し、
前記後退間隙36を縮める方向へ前記可動コア部材25を移動可能に保持し、前記ストライク板21を前記枠表面33から浮上させ前記間隙35を維持していることを特徴とする。
The anti-seismic strike according to claim 5, wherein the compression support member 31 is made of a resin material,
A base end portion provided with a locking claw portion 31b engaged with a locking portion 53a of the movable core member 25 disposed opposite to the bottom plate portion 39a of the Troyoke 23;
A leg portion extending in a bifurcated shape in the form of an open leg, extending obliquely to the bottom plate portion 39a of the troyoke 23, and being disposed in the receding gap 36,
Each tip 31a is provided with a narrow and thin hook-like protrusion 32 formed on the tip 31a, and the curved-shaped part 32a at the tip of the hook-like protrusion 32 abuts on the Troyoke bottom plate 39a,
The movable core member 25 is movably held in a direction in which the receding gap 36 is contracted, and the strike plate 21 is floated from the frame surface 33 to maintain the gap 35.

この対震ストライクでは、開脚状に二股に延出形成された先端部31aに、さらに延設される鰭状突起32を備えることで、後退間隙36に配置される圧縮支持部材31の圧縮変形が行われやすく、ストライク板21と枠表面33との間隙35を維持しつつ、変形が起きた場合の可動コア部材25の移動に支障なく後退間隙36を縮める方向へと移動可能とする。なお、この圧縮支持部材31によれば、トロヨケ底板部39aとの接触が、鰭状部材32先端の曲面状部32aであることから、線接触状態であり、接触面積を小さくしつつ支持し、且つ摺動を容易なものとしている。また、圧縮支持部材31が樹脂材料からなり、均質な材料によって一体成形可能となる。   In this anti-seismic strike, the compression support member 31 disposed in the receding gap 36 is compressed and deformed by providing a hook-like protrusion 32 that is further extended at the tip 31a that is formed in an open leg-like manner. The gap 35 between the strike plate 21 and the frame surface 33 is maintained, and the movable core member 25 can be moved in a direction to reduce the backward gap 36 without hindering movement of the movable core member 25 when deformation occurs. According to the compression support member 31, since the contact with the Troyoke bottom plate portion 39a is the curved surface portion 32a at the tip of the bowl-shaped member 32, it is in a line contact state and is supported while reducing the contact area. In addition, sliding is easy. Further, the compression support member 31 is made of a resin material, and can be integrally formed with a homogeneous material.

本発明に係る請求項1記載の対震ストライクによれば、枠表面に取り付けられるストライク板と、凹状箱部を有するトロヨケと、ストライク板に固定され凹状箱部に遊嵌される可動コア部材と、可動コア部材の両側部に穿設されたピン係合穴と、凹状箱部の両側部に固定される脱落規制ピンと、ストライク板が枠表面から浮上することでストライク板と枠表面とに形成された間隙とを備えたので、縦枠が変形して扉に接触する方向の外力が発生し、ストライク板が例えば扉木口に押しつけられると、可動コア部材が後退間隙を縮める方向に移動し、ストライク板が、間隙を縮小する方向に円滑に移動して変位する。この結果、災害時における扉開放機能の信頼性を向上させることができる。
また、トロヨケは、ストライク板に覆われていることから、外観が見劣りせず、可動コア部材等の機構部分を覆い隠すことが可能となる。
According to the anti-seismic strike according to claim 1 of the present invention, a strike plate attached to the surface of the frame, a troy having a concave box portion, a movable core member fixed to the strike plate and loosely fitted in the concave box portion, , Pin engagement holes drilled on both sides of the movable core member, drop-off restricting pins fixed on both sides of the concave box, and strike plate formed on the strike plate and the frame surface by rising from the frame surface Since the external frame is deformed and an external force in the direction of contacting the door is generated, and the strike plate is pressed against the door mouth, for example, the movable core member moves in a direction to reduce the receding gap, The strike plate moves and displaces smoothly in the direction of reducing the gap. As a result, the reliability of the door opening function at the time of disaster can be improved.
In addition, since Troyoke is covered with the strike plate, the appearance is not inferior, and it is possible to cover the mechanism part such as the movable core member.

請求項2記載の対震ストライクによれば、可動コア部材に係着され後退間隙に挟入されることでストライク板を浮上させるとともに後退間隙を縮める方向へ変形可能となった圧縮支持部材を設けたので、ストライク板を浮上させ、枠表面とストライク板との間に間隙を形成することができる。また、縦枠が変形して扉に接触する方向の外力が発生し、ストライク板が例えば扉木口に押しつけられると、圧縮支持部材が潰れ、ストライク板を間隙縮小方向に変位させることができる。   According to the anti-seismic strike of claim 2, there is provided a compression support member that is engaged with the movable core member and is inserted into the retreating gap so that the strike plate is lifted and can be deformed in a direction to reduce the retreating gap. Therefore, the strike plate can be levitated and a gap can be formed between the frame surface and the strike plate. Further, when the vertical frame is deformed to generate an external force in a direction in contact with the door and the strike plate is pressed against the door mouth, for example, the compression support member is crushed and the strike plate can be displaced in the gap reduction direction.

請求項3記載の対震ストライクによれば、ストライク板の上下縁部に、間隙を縮小する方向に折り曲げた傾斜部を設けたので、ストライク板と枠表面とに間隙を確保しながら、この間隙を小さくして見栄えを良くできるとともに、ストライク板の後退間隙を縮める方向への変位も傾斜部の変形により許容可能にできる。   According to the anti-seismic strike according to claim 3, since the inclined portions bent in the direction of reducing the gap are provided at the upper and lower edges of the strike plate, the gap is secured while ensuring the gap between the strike plate and the frame surface. It is possible to improve the appearance by reducing the width of the strike plate and to allow the displacement of the strike plate in the direction of reducing the receding gap by the deformation of the inclined portion.

請求項4記載の対震ストライクによれば、ストライク板のデッドボルト衝接側の縦縁部に、間隙を覆う衝接座部を形成したので、ストライク板と枠表面とに間隙を確保しながら、この間隙を覆って見栄えを良くすることができ、同時に、デッドボルトの衝接部をストライク板と一体に形成できる。   According to the anti-seismic strike of claim 4, since the contact seat portion covering the gap is formed on the vertical edge portion of the strike plate on the dead bolt contact side, the clearance is secured between the strike plate and the frame surface. The appearance can be improved by covering the gap, and at the same time, the contact portion of the dead bolt can be formed integrally with the strike plate.

請求項5記載の対震ストライクによれば、圧縮支持部材が樹脂材料からなるので、均質な材料によって一体成形でき、板金材料の同部材に比べ、圧縮変形に対する耐力のバラツキをなくすことができる。
また、この対震ストライクでは、開脚状に二股に延出形成された先端部に、さらに延設される鰭状突起を備えることで、後退間隙に配置される圧縮支持部材の圧縮変形が行われやすく、ストライク板と枠表面との間隙を維持しつつ、変形が起きた場合の可動コア部材の移動に支障なく後退間隙を縮める方向へと移動可能とする。さらに、この圧縮支持部材によれば、トロヨケ底板部との接触が、鰭状部材先端の曲面状部であることから、線接触状態であり、接触面積を小さくしつつ支持し、且つ変形による摺動を容易なものとしており、可動コア部材の移動を妨げることがないとともに、これら鰭状部材の弾性反発力によって、ストライク板と枠表面との間隙を保持でき、通常状態時のストライク板の見栄えを低下させることなく、ストライク板としての機能をも減退させることがない。
According to the anti-seismic strike described in claim 5, since the compression support member is made of a resin material, it can be integrally formed with a homogeneous material, and variations in resistance to compression deformation can be eliminated as compared with the same member made of sheet metal material.
Further, in this anti-seismic strike, the tip portion that is formed to extend in a bifurcated manner in an open leg shape is provided with a hook-like projection that is further extended, so that the compression support member disposed in the receding gap is compressed and deformed. It is easy to break, and while maintaining the gap between the strike plate and the surface of the frame, it is possible to move in the direction of reducing the receding gap without hindering movement of the movable core member when deformation occurs. Further, according to this compression support member, since the contact with the Troyoke bottom plate portion is a curved portion at the tip of the bowl-shaped member, it is in a line contact state, is supported while reducing the contact area, and is slid by deformation. It is easy to move, does not hinder the movement of the movable core member, and can hold the gap between the strike plate and the surface of the frame by the elastic repulsive force of these hook-like members, and the appearance of the strike plate in the normal state The function as a strike plate is not diminished without lowering.

以下、本発明に係る対震ストライクの好適な実施の形態を図面を参照して詳細に説明する。
図1は本発明に係る本発明に係る対震ストライクの外観斜視図、図2は図1に示した対震ストライクの正面図、図3はストライク板を外した対震ストライクの正面図、図4は図2のA−A断面図、図5は図4のB−B断面図、図6は圧縮支持部材の斜視図である。
本実施の形態による対震ストライク100は、ストライク板21と、トロヨケ23と、可動コア部材25(図4参照)と、ピン係合穴27と、脱落規制ピン29と、圧縮支持部材31とを主要な構成要件として有している。
Hereinafter, preferred embodiments of the anti-seismic strike according to the present invention will be described in detail with reference to the drawings.
1 is an external perspective view of the anti-seismic strike according to the present invention, FIG. 2 is a front view of the anti-seismic strike shown in FIG. 1, and FIG. 3 is a front view of the anti-seismic strike with the strike plate removed, FIG. 4 is a cross-sectional view taken along line AA of FIG. 2, FIG. 5 is a cross-sectional view taken along line BB of FIG. 4, and FIG. 6 is a perspective view of the compression support member.
The anti-seismic strike 100 according to the present embodiment includes a strike plate 21, a trolley 23, a movable core member 25 (see FIG. 4), a pin engagement hole 27, a drop-out restricting pin 29, and a compression support member 31. It has as a major component requirement.

ストライク板21は、図示しない建物開口の枠表面33に間隙35を有し浮上して取り付けられている。この間隙35は、後述するように、ストライク板21に固定された可動コア部材25が、圧縮支持部材31を介してトロヨケ23に支持されることで形成されている。ストライク板21にはストライク穴37が穿設され、ストライク穴37は不図示の扉より突出するデッドボルトが進入する。   The strike plate 21 is attached with a gap 35 on a frame surface 33 of a building opening (not shown). As will be described later, the gap 35 is formed by the movable core member 25 fixed to the strike plate 21 being supported by the trowel 23 via the compression support member 31. A strike hole 37 is formed in the strike plate 21, and a dead bolt protruding from a door (not shown) enters the strike hole 37.

トロヨケ23は、中央部に凹状箱部39を有し、この凹状箱部39が枠表面33に凹設される。凹状箱部39の上下には図3に示す固定鍔41,43が形成され、固定鍔41,43は固定穴45,45に挿通されたネジ47,47によって枠表面33に固定される。つまり、固定鍔41,43が枠表面33に固定されたトロヨケ23は、枠表面33と略同一平面に、図3に示すように、凹状箱部39の開口部49を開放させる。この開口部49は、ストライク板21によって覆われ、図1に示すように、ストライク穴37のみを介して内部が表出される。   The Troyoke 23 has a concave box part 39 at the center, and the concave box part 39 is recessed in the frame surface 33. Fixing rods 41 and 43 shown in FIG. 3 are formed above and below the concave box 39, and the fixing rods 41 and 43 are fixed to the frame surface 33 by screws 47 and 47 inserted through the fixing holes 45 and 45. That is, the Troyoke 23 in which the fixing rods 41 and 43 are fixed to the frame surface 33 opens the opening 49 of the concave box portion 39 in substantially the same plane as the frame surface 33 as shown in FIG. The opening 49 is covered by the strike plate 21, and the inside is exposed only through the strike hole 37 as shown in FIG. 1.

図4に示すように、ストライク板21の裏面側には、スペーサ板51を介して可動コア部材25が固定される。可動コア部材25の上下には開口を相互に対向させたコ字形状の係止部53,53が形成され、係止部53,53は圧縮支持部材31,31を係着する。スペーサ板51、可動コア部材25は、ストライク穴37と一致する図3に示す開口55を形成している。係止部53,53にはストライク板21と平行な固定板57,57が形成され、固定板57,57は雌ネジ59,59を有している。ストライク板21、スペーサ板51、可動コア部材25は、ストライク板21に挿通されたネジ61,61が雌ネジ59,59に螺合されることで一体固定されている。ストライク板21に一体固定された可動コア部材25は、トロヨケ23の凹状箱部39内に可動自在に遊嵌されている。   As shown in FIG. 4, the movable core member 25 is fixed to the back side of the strike plate 21 via a spacer plate 51. U-shaped locking portions 53 and 53 having openings facing each other are formed above and below the movable core member 25, and the locking portions 53 and 53 engage with the compression support members 31 and 31. The spacer plate 51 and the movable core member 25 form an opening 55 shown in FIG. 3 that coincides with the strike hole 37. Fixing plates 57 and 57 parallel to the strike plate 21 are formed on the locking portions 53 and 53, and the fixing plates 57 and 57 have female screws 59 and 59. The strike plate 21, the spacer plate 51, and the movable core member 25 are integrally fixed by screwing screws 61, 61 inserted through the strike plate 21 into female screws 59, 59. The movable core member 25 that is integrally fixed to the strike plate 21 is loosely fitted in the concave box portion 39 of the troyoke 23.

可動コア部材25は、係止部53,53の両側部に、ピン係合穴27,27を穿設している。したがって、ピン係合穴27は、図3に示すように、上下左右の合計4箇所に形成されている。ピン係合穴27は、脱落規制ピン29を、図4の上下、右方向へ相対移動可能、実質的にはトロヨケ23に固定された脱落規制ピン29に対して可動コア部材25が移動可能となるように、矩形状に形成される。ここで、脱落規制ピン29が図4に示すピン係合穴27の左縁部27aに当接しているのは、可動コア部材25、ストライク板21の飛び出し(脱落)を規制するためである。   The movable core member 25 has pin engagement holes 27 and 27 formed on both side portions of the locking portions 53 and 53. Therefore, as shown in FIG. 3, the pin engagement holes 27 are formed in a total of four locations, top, bottom, left and right. The pin engaging hole 27 can move the drop-off restricting pin 29 in the up-down and right directions in FIG. 4, and the movable core member 25 can move substantially with respect to the drop-off restricting pin 29 fixed to the trowel 23. It is formed in a rectangular shape. Here, the reason why the drop-out restricting pin 29 is in contact with the left edge portion 27a of the pin engaging hole 27 shown in FIG. 4 is to restrict the movable core member 25 and the strike plate 21 from jumping out (dropping out).

脱落規制ピン29は、頭部が、トロヨケ23における凹状箱部39の上下両側部に固定されている。つまり、4本の脱落規制ピン29が固定される。頭部の固定された脱落規制ピン29は、上記のように、先端をピン係合穴27内に配置し、可動コア部材25を上下、奥側へ移動可能にしつつ、トロヨケ23からの脱落を規制している。図4に示すように、可動コア部材25の係止部53,53と、トロヨケ23の底板部39aとの間には、後退間隙36が形成されている。可動コア部材25は、この後退間隙36を縮める方向へ後退可能となっている。つまり、脱落規制ピン29は、後退間隙36を縮める方向へ可動コア部材25を移動可能に保持している。   The drop-out restricting pins 29 have their heads fixed to the upper and lower sides of the concave box 39 in the troyoke 23. That is, the four drop-out restricting pins 29 are fixed. As described above, the drop-out restricting pin 29 with the fixed head is arranged in the pin engaging hole 27 so that the movable core member 25 can be moved up and down and back, and the drop-off restricting pin 29 can be removed from the troyoke 23. It is regulated. As shown in FIG. 4, a receding gap 36 is formed between the locking portions 53, 53 of the movable core member 25 and the bottom plate portion 39 a of the trolley 23. The movable core member 25 can be retracted in the direction in which the retracting gap 36 is reduced. That is, the drop-off restricting pin 29 holds the movable core member 25 so as to be movable in the direction in which the retreat gap 36 is shortened.

圧縮支持部材31は、先端部31aをトロヨケ23の底板部39aに当接方向へ斜めに延設しつつ、基端部の係止爪部31bを係止部53,53の係止片53aに係着している。つまり、圧縮支持部材31は、可動コア部材25に係着されて、底板部39aに当接するとともに、後退間隙36を縮める方向へ変形可能となっている。この圧縮支持部材31は、ポリアセタール樹脂(商品名:ジュラコン)等の樹脂材料からなることが好ましい。圧縮支持部材31が樹脂材料からなることで、均質な材料によって一体成形でき、板金材料の同部材、例えば板バネやコイルバネ等に比べ、圧縮変形に対する耐力のバラツキをなくすことができる。また、圧縮支持部材31は、その素材からバネ性を有するとともに、先端部31aは開脚状に二股に延設形成されて、それぞれの先端部には、幅狭で薄厚に形成される鰭状突起32が延設されている。各鰭状突起32は、その先端が、曲面状部32aを形成し、すなわち先端縁がR状に形成され、底板部39aに線接触状態となっており、接触面積を小さく設定している。このことから、各先端部31aが開く方向へ摺動しやすく、スムースに変形可能となっている。これら鰭状突起32により、その弾性反発力でストライク板21と枠表面33との間隙35を維持しつつ、通常状態時のストライク板21の見栄えを低下させることなく、ストライク板21としての機能を減退させずに、変形が起きた場合の可動コア部材25の移動に支障なく後退間隙36を縮める方向へと移動可能となる。   The compression support member 31 extends the distal end portion 31 a obliquely in the abutting direction to the bottom plate portion 39 a of the troyoke 23, and the locking claw portion 31 b of the proximal end portion to the locking piece 53 a of the locking portions 53, 53. It is attached. In other words, the compression support member 31 is engaged with the movable core member 25, abuts against the bottom plate portion 39 a, and can be deformed in a direction in which the receding gap 36 is reduced. The compression support member 31 is preferably made of a resin material such as polyacetal resin (trade name: Duracon). Since the compression support member 31 is made of a resin material, the compression support member 31 can be integrally formed of a homogeneous material, and variations in the resistance to compressive deformation can be eliminated as compared with the same member of a sheet metal material, such as a plate spring or a coil spring. Further, the compression support member 31 has a spring property from the material, and the tip end portion 31a is formed in an open leg shape so as to be bifurcated, and each tip portion has a hook shape formed to be narrow and thin. The protrusion 32 is extended. The tip of each hook-like protrusion 32 forms a curved surface portion 32a, that is, the tip edge is formed in an R shape and is in a line contact state with the bottom plate portion 39a, and the contact area is set small. From this, each front-end | tip part 31a is easy to slide to the opening direction, and can deform | transform smoothly. These hook-shaped protrusions 32 maintain the gap 35 between the strike plate 21 and the frame surface 33 by its elastic repulsive force, and can function as the strike plate 21 without deteriorating the appearance of the strike plate 21 in a normal state. Without being reduced, the movable core member 25 can be moved in a direction in which the retracting gap 36 is reduced without hindering movement of the movable core member 25 when deformation occurs.

可動コア部材25の上下部には縦方向支持部材63,63が設けられている。縦方向支持部材63は、基端63aがネジ65によって可動コア部材25に固定されるとともに、先端63bが凹状箱部39の内部上面67、内部下面69に当接して、可動コア部材25を凹状箱部39内の所定上下位置に配置させる。これにより、可動コア部材25の上下部と凹状箱部39との間隙が変化すると、縦方向支持部材63,63が変形して、間隙の増減が吸収される。したがって、縦方向支持部材63は、可動コア部材25が凹状箱部39の内部上面67、或いは内部下面69に圧接することによる可動コア部材25の後退方向への変位不能を防止している。   Longitudinal support members 63 and 63 are provided at the upper and lower portions of the movable core member 25. The vertical support member 63 has a base end 63 a fixed to the movable core member 25 by a screw 65, and a distal end 63 b abutting against the inner upper surface 67 and the inner lower surface 69 of the concave box portion 39 to make the movable core member 25 concave. It is arranged at a predetermined vertical position in the box part 39. As a result, when the gap between the upper and lower portions of the movable core member 25 and the concave box 39 changes, the longitudinal support members 63 and 63 are deformed to absorb the increase and decrease of the gap. Therefore, the vertical support member 63 prevents the movable core member 25 from being displaced in the backward direction due to the movable core member 25 being pressed against the inner upper surface 67 or the inner lower surface 69 of the concave box portion 39.

ストライク板21の上下縁部に、間隙35を縮小する方向に折り曲げられた傾斜部71が設けられている。これにより、ストライク板21と枠表面33とに間隙35を確保しながら、この間隙35を小さくして見栄えを良くできるとともに、ストライク板21の後退間隙35を縮める方向への変位も傾斜部71の変形により許容可能にしている。   On the upper and lower edges of the strike plate 21, inclined portions 71 are provided that are bent in a direction to reduce the gap 35. Thereby, while ensuring the gap 35 between the strike plate 21 and the frame surface 33, the gap 35 can be reduced to improve the appearance, and the displacement of the strike plate 21 in the direction in which the receding gap 35 is reduced is also reduced in the inclined portion 71. Allowable by deformation.

また、ストライク板21におけるラッチボルトの衝接する側の縦縁部73には衝接座部75が設けられている。衝接座部75は、図5に示すように、ストライク板21に略垂直に折り曲げられて形成され、間隙35を覆う。これにより、ストライク板21と枠表面33とに間隙35を確保しながら、この間隙35を覆って見栄えを良くすることができる。また同時に、ラッチボルトの衝接部をストライク板21と一体に形成できる。   In addition, a contact seat 75 is provided on the vertical edge 73 of the strike plate 21 on the contact side of the latch bolt. As shown in FIG. 5, the contact seat portion 75 is formed by being bent substantially perpendicularly to the strike plate 21 and covers the gap 35. Thereby, it is possible to improve the appearance by covering the gap 35 while securing the gap 35 between the strike plate 21 and the frame surface 33. At the same time, the contact portion of the latch bolt can be formed integrally with the strike plate 21.

次に、上記した対震ストライクの作用を説明する。
図7はストライク板が後退間隙を縮める方向へ変位した作用説明図、図8はストライク板が後退間隙を縮める方向及び下方向へ変位した作用説明図である。
上記の対震ストライク100の取り付けられた枠が、地震等により変形し、ストライク板21と不図示の扉木口との間隔を狭める変形が生じ、ストライク板21に枠表面33へ接近する方向の圧力が加わると、先ず、圧縮支持部材31先端部31aの鰭状突起32が変形し、すなわち斜めに底板部39aに当接している鰭状突起32が、さらに倒れ接近する方向へ変形して、これによりストライク板21が枠表面33へ接近する。
Next, the action of the above-described anti-seismic strike will be described.
FIG. 7 is an operation explanatory diagram in which the strike plate is displaced in the direction of reducing the receding gap, and FIG. 8 is an operation explanatory diagram in which the strike plate is displaced in the direction of reducing the receding gap and downward.
The frame to which the anti-seismic strike 100 is attached is deformed by an earthquake or the like, and a deformation that narrows the distance between the strike plate 21 and a door mouth (not shown) is generated, and the pressure in the direction in which the strike plate 21 approaches the frame surface 33 is generated. First, the hook-like protrusion 32 of the distal end portion 31a of the compression support member 31 is deformed, that is, the hook-like protrusion 32 that is obliquely in contact with the bottom plate portion 39a is further deformed in the direction of falling and approaching. As a result, the strike plate 21 approaches the frame surface 33.

この状態で、間隙35は消失し、傾斜部71が枠表面33に接触した状態となる。さらに、ストライク板21に枠表面33へ接近する方向の圧力が加わると、図7に示すように、圧縮支持部材31が開脚状態で潰れ、同時に、ストライク板の傾斜部71が、傾斜角度を小さくする方向に変形する。この移動は、ストライク板21裏面が枠表面33に接触するまで可能となる。つまり、ストライク板21は、間隙35の距離分、移動が可能となる。可動コア部材25の後退と同時に、上下の縦方向支持部材63,63は、凹状箱部39の内部上面67、内部下面69を先端63bが摺動することとなる。これらの結果、脱落規制ピン29と、ピン係合穴27の左縁部27aには隙間sが形成されることとなる。   In this state, the gap 35 disappears and the inclined portion 71 comes into contact with the frame surface 33. Further, when pressure in the direction approaching the frame surface 33 is applied to the strike plate 21, the compression support member 31 is crushed in the open state as shown in FIG. 7, and at the same time, the inclined portion 71 of the strike plate has an inclination angle. Deform in the direction to make it smaller. This movement is possible until the back surface of the strike plate 21 contacts the frame surface 33. That is, the strike plate 21 can move by the distance of the gap 35. Simultaneously with the retraction of the movable core member 25, the upper and lower vertical support members 63, 63 slide the tip 63b on the inner upper surface 67 and the inner lower surface 69 of the concave box portion 39. As a result, a gap s is formed between the drop-out restricting pin 29 and the left edge portion 27 a of the pin engaging hole 27.

また、トロヨケ23とストライク板21とに、上下方向の相対圧力、例えば図8に示す例では可動コア部材25が下がる方向の変形が加わると、下部の縦方向支持部材63が変形するとともに、上部の縦方向支持部材63の先端63bが内部上面67から離反して、トロヨケ23と可動コア部材25とに生じた上下方向の相対変位が吸収されることとなる。つまり、圧接することがない。   Further, when relative deformation in the vertical direction is applied to the troyoke 23 and the strike plate 21, for example, in the example shown in FIG. 8, in the direction in which the movable core member 25 is lowered, the lower vertical support member 63 is deformed and the upper The tip 63 b of the vertical support member 63 is separated from the inner upper surface 67, and the vertical relative displacement generated in the trowel 23 and the movable core member 25 is absorbed. That is, there is no pressure contact.

したがって、本実施の形態による対震ストライク100によれば、枠表面33に取り付けられるストライク板21と、凹状箱部39を有するトロヨケ23と、ストライク板21に固定され凹状箱部39に遊嵌される可動コア部材25と、可動コア部材25の両側部に穿設されたピン係合穴27と、凹状箱部39の両側部に固定される脱落規制ピン29と、可動コア部材25に係着される圧縮支持部材31と、ストライク板21と枠表面33とに形成された間隙35とを備えたので、縦枠が変形して扉に接触する方向の外力が発生し、ストライク板21が例えば扉木口に押しつけられると、圧縮支持部材31が潰れ、枠表面33に間隙35を有し浮上して取り付けられたストライク板21が、間隙35を縮小する方向に変位する。この結果、ストライク板21の変位を円滑にし、災害時における扉開放機能の信頼性を向上させることができる。また、圧縮支持部材31は、トロヨケ底板部39aとの接触を、鰭状突起32の曲面状部32aとして構成していることから、互いの接触状態が線接触であり、接触面積を小さく設定していることから、変位方向へ容易に滑り、圧縮支持部材31は開脚変形し、潰れ、ストライク板21の変位を妨げることがない。   Therefore, according to the anti-seismic strike 100 according to the present embodiment, the strike plate 21 attached to the frame surface 33, the trolley 23 having the concave box portion 39, and the strike plate 21 are fixedly fitted to the concave box portion 39. The movable core member 25, the pin engaging holes 27 formed on both sides of the movable core member 25, the drop-out restricting pins 29 fixed to both sides of the concave box 39, and the movable core member 25. Since the compression support member 31 and the gap 35 formed on the strike plate 21 and the frame surface 33 are provided, an external force is generated in a direction in which the vertical frame is deformed to come into contact with the door. When pressed against the door mouth, the compression support member 31 is crushed, and the strike plate 21 that is floated and attached to the frame surface 33 with the gap 35 is displaced in a direction to reduce the gap 35. As a result, the strike plate 21 can be smoothly displaced, and the reliability of the door opening function at the time of disaster can be improved. In addition, since the compression support member 31 is configured to contact the Troyoke bottom plate portion 39a as the curved surface portion 32a of the hook-shaped protrusion 32, the contact state with each other is a line contact, and the contact area is set to be small. Therefore, it slides easily in the displacement direction, and the compression support member 31 is not deformed by opening, is crushed, and does not prevent the strike plate 21 from being displaced.

本発明に係る本発明に係る対震ストライクの外観斜視図である。It is an external appearance perspective view of the anti-seismic strike which concerns on this invention which concerns on this invention. 図1に示した対震ストライクの正面図である。It is a front view of the anti-seismic strike shown in FIG. ストライク板を外した対震ストライクの正面図である。It is a front view of the anti-seismic strike which removed the strike board. 図2のA−A断面図である。It is AA sectional drawing of FIG. 図4のB−B断面図である。It is BB sectional drawing of FIG. 圧縮支持部材の斜視図である。It is a perspective view of a compression support member. ストライク板が後退間隙を縮める方向へ変位した作用説明図である。It is action explanatory drawing which the strike plate displaced to the direction which shrinks a retreat gap | interval. ストライク板が後退間隙を縮める方向及び下方向へ変位した作用説明図である。It is action explanatory drawing which the strike plate displaced to the direction which shrinks a receding gap, and a downward direction. 従来の対震ストライクの概略斜視図である。It is a schematic perspective view of the conventional anti-seismic strike.

符号の説明Explanation of symbols

21…ストライク板
23…トロヨケ
25…可動コア部材
27…ピン係合穴
29…脱落規制ピン
31…圧縮支持部材
31a…先端部
31b…係止爪部
32…鰭状部材
32a…曲面状部
33…枠表面
35…間隙
36…後退間隙
37…ストライク穴
39…凹状箱部
39a…底板部
41,43…固定鍔
71…傾斜部
73…縦縁部
75…衝接座部
100…対震ストライク
DESCRIPTION OF SYMBOLS 21 ... Strike board 23 ... Troyoke 25 ... Movable core member 27 ... Pin engaging hole 29 ... Drop-off restricting pin 31 ... Compression support member 31a ... Tip part 31b ... Locking claw part 32 ... Spear-like member 32a ... Curved surface part 33 ... Frame surface 35 ... Gap 36 ... Retraction gap 37 ... Strike hole 39 ... Recessed box part 39a ... Bottom plate part 41, 43 ... Fixed rod 71 ... Inclined part 73 ... Vertical edge part 75 ... Contact seat part 100 ... Anti-seismic strike

Claims (5)

建物開口の枠表面に取り付けられ扉より突出するデッドボルトの進入するストライク穴の穿設されたストライク板と、
前記ストライク板に覆われ、前記枠表面に凹設される凹状箱部を有し上下の固定鍔によって前記枠表面に固定されるトロヨケと、
前記ストライク板に固定されるとともに前記凹状箱部に遊嵌される可動コア部材と、
該可動コア部材の両側部に穿設されたピン係合穴と、
前記凹状箱部の両側部に固定されて該ピン係合穴に遊嵌され前記可動コア部材の前記凹状箱部からの脱落を規制するとともに前記可動コア部材と前記凹状箱部の底板部との間に形成される少なくとも後退間隙を縮める方向への前記可動コア部材の移動を可能とする脱落規制ピンと、
前記ストライク板が前記枠表面から浮上することで該ストライク板と前記枠表面とに形成された間隙と、
を具備したことを特徴とする対震ストライク。
A strike plate that is attached to the surface of the frame of the building opening and has a strike hole in which a dead bolt that protrudes from the door enters; and
Troyoke that is covered with the strike plate and has a concave box portion that is recessed on the surface of the frame and is fixed to the surface of the frame by upper and lower fixing rods;
A movable core member fixed to the strike plate and loosely fitted in the concave box portion;
Pin engagement holes drilled on both sides of the movable core member;
The movable core member and the bottom plate portion of the concave box portion are fixed to both side portions of the concave box portion and loosely fitted into the pin engagement holes to restrict the movable core member from falling off the concave box portion. A drop-off restricting pin that enables movement of the movable core member in a direction to reduce at least the receding gap formed therebetween,
A gap formed between the strike plate and the frame surface by the strike plate rising from the frame surface;
Anti-seismic strike characterized by comprising
前記可動コア部材に係着され前記後退間隙に挟入されることで前記ストライク板を浮上させるとともに該後退間隙を縮める方向へ変形可能となった圧縮支持部材を具備したことを特徴とする請求項1記載の対震ストライク。   The compression support member, which is engaged with the movable core member and is sandwiched in the retreat gap, floats the strike plate and can be deformed in a direction to reduce the retreat gap. 1 Anti-seismic strike. 前記ストライク板の上下縁部に、前記間隙を縮小する方向に折り曲げられた傾斜部が設けられたことを特徴とする請求項1又は2記載の対震ストライク。   The anti-seismic strike according to claim 1 or 2, wherein an inclined portion bent in a direction to reduce the gap is provided at upper and lower edge portions of the strike plate. 前記ストライク板の前記デッドボルトの衝接する側の縦縁部に、前記間隙を覆う衝接座部が前記ストライク板に略垂直に折り曲げられて形成されたことを特徴とする請求項1,2,3のいずれか1つに記載の対震ストライク。   The striking seat portion covering the gap is formed by bending the striking plate substantially perpendicularly to the strike plate at a vertical edge portion of the strike plate on a side where the dead bolt abuts. 3. Anti-seismic strike as described in any one of 3 above. 前記圧縮支持部材は樹脂材料からなり、
前記トロヨケの底板部に対向配置する前記可動コア部材の係止部に係着する係止爪部を備える基端部と、
開脚状に二股に延出形成され、前記トロヨケの底板部に斜めに延出して前記後退間隙に配置される先端部とを有し、
各先端部には幅狭で薄厚に形成される鰭状突起が延設され、該鰭状突起先端の曲面状部が前記トロヨケ底板部に当接し、
前記後退間隙を縮める方向へ前記可動コア部材を移動可能に保持し、前記ストライク板を前記枠表面から浮上させ前記間隙を維持していることを特徴とする請求項2,3,4のいずれか1つに記載の対震ストライク。
The compression support member is made of a resin material,
A base end portion having a locking claw portion to be engaged with a locking portion of the movable core member disposed to face the bottom plate portion of the Troyoke;
A leg extending in a bifurcated leg shape, extending obliquely to the bottom plate portion of the troyoke and having a tip portion disposed in the receding gap;
A narrow and thin hook-like projection is formed at each tip portion, and the curved portion at the tip of the hook-like projection contacts the Troyoke bottom plate portion,
5. The movable core member is movably held in a direction in which the receding gap is shortened, and the strike plate is lifted from the surface of the frame to maintain the gap. Anti-seismic strike described in one.
JP2007179861A 2007-07-09 2007-07-09 Anti-seismic strike Expired - Fee Related JP5038039B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007179861A JP5038039B2 (en) 2007-07-09 2007-07-09 Anti-seismic strike

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007179861A JP5038039B2 (en) 2007-07-09 2007-07-09 Anti-seismic strike

Publications (2)

Publication Number Publication Date
JP2009013744A true JP2009013744A (en) 2009-01-22
JP5038039B2 JP5038039B2 (en) 2012-10-03

Family

ID=40354965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007179861A Expired - Fee Related JP5038039B2 (en) 2007-07-09 2007-07-09 Anti-seismic strike

Country Status (1)

Country Link
JP (1) JP5038039B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174485A (en) * 2009-01-28 2010-08-12 Ykk Ap株式会社 Window
JP2013224583A (en) * 2013-08-08 2013-10-31 Ykk Ap株式会社 Fittings
CN105088667A (en) * 2014-04-22 2015-11-25 伊利诺斯工具制品有限公司 Door lock installed without bolts

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754569U (en) * 1980-09-17 1982-03-30
JP2006161415A (en) * 2004-12-07 2006-06-22 Miwa Lock Co Ltd Door lock holding metal fitting
JP2006299607A (en) * 2005-04-19 2006-11-02 Miwa Lock Co Ltd Lock receiving fitting for door

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754569U (en) * 1980-09-17 1982-03-30
JP2006161415A (en) * 2004-12-07 2006-06-22 Miwa Lock Co Ltd Door lock holding metal fitting
JP2006299607A (en) * 2005-04-19 2006-11-02 Miwa Lock Co Ltd Lock receiving fitting for door

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174485A (en) * 2009-01-28 2010-08-12 Ykk Ap株式会社 Window
JP2013224583A (en) * 2013-08-08 2013-10-31 Ykk Ap株式会社 Fittings
CN105088667A (en) * 2014-04-22 2015-11-25 伊利诺斯工具制品有限公司 Door lock installed without bolts

Also Published As

Publication number Publication date
JP5038039B2 (en) 2012-10-03

Similar Documents

Publication Publication Date Title
JP5038039B2 (en) Anti-seismic strike
JP4080146B2 (en) Door lock bracket
JP5133636B2 (en) Anti-seismic strike
JP2006336209A (en) Locking device of sliding door
CN1936245A (en) Extended bolt throw mechanism
JP4587867B2 (en) Door lock bracket
JP4769787B2 (en) Sliding door lock device
JP4107124B2 (en) Door lock bracket
KR101505008B1 (en) Edge bolt assembly for mortise of door lock
JP4639076B2 (en) Door lock bracket
JP4847214B2 (en) Anti-seismic strike
CN107997423B (en) Seat platform drawer locking mechanism
JP4861064B2 (en) Strike structure
JP6384855B2 (en) Sliding door device and safety stopper
JP6279226B2 (en) Seismic structure of sliding door and seismic locking device for sliding door
JP4441346B2 (en) Device for preventing misoperation of the shoji locking mechanism
KR102581741B1 (en) Locking device of door for ceiling access hole
JP6651033B2 (en) Sleeve panel with emergency escape function
JP4693100B2 (en) Door locking device
JP4919835B2 (en) Door lock bracket
JP3114426U (en) Lock structure
JP6153202B2 (en) Deadbolt tablets
JP4138218B2 (en) Guard locking bracket
KR20090004785U (en) Strike of door-lock
JPS5834209Y2 (en) drop lock

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100709

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120306

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120507

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120612

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120705

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150713

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees