JP6765652B2 - Anti-seismic door - Google Patents

Anti-seismic door Download PDF

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JP6765652B2
JP6765652B2 JP2016107606A JP2016107606A JP6765652B2 JP 6765652 B2 JP6765652 B2 JP 6765652B2 JP 2016107606 A JP2016107606 A JP 2016107606A JP 2016107606 A JP2016107606 A JP 2016107606A JP 6765652 B2 JP6765652 B2 JP 6765652B2
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door
seismic
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earthquake
frame
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JP2017214725A (en
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靖久 富山
靖久 富山
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株式会社北村鉄工所
Bxルーテス株式会社
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Description

本発明は、対震ドアに関するものである。地震に対して耐久性があるという意味で「耐震」という言い方があるが、本発明でいう「対震」は、地震に対して耐久性があるというよりは、広い意味で地震に対して対応ができている、ということである。 The present invention relates to an anti-seismic door. There is a term "seismic resistance" in the sense that it is durable against earthquakes, but the "anti-seismic" in the present invention is more resistant to earthquakes than it is durable against earthquakes. Is done.

近年、日本列島は活動期に入ったといわれ、全国各地で地震が頻発している。周知のように、規模の大きな地震のときには大勢の人々が死傷し、多数の建築物が損壊している。地震国に住む者として我々は、普段から地震に備えておかなければならない。 In recent years, the Japanese archipelago is said to have entered an active period, and earthquakes are occurring frequently all over the country. As we all know, many people are killed and injured during a large earthquake, and many buildings are damaged. As people living in an earthquake-prone country, we must always be prepared for an earthquake.

地震のために家屋が損壊したとき、ドア枠が変形して、ドアの開閉ができなくなることがある。ドアが開かないために外に出られずに救助が遅れたり、最悪のケースでは、発生した火災にのみ込まれて焼死したり、余震による建物の倒壊によって圧死したりするということもある。 When a house is damaged due to an earthquake, the door frame may be deformed and the door cannot be opened or closed. Rescue may be delayed due to the door not opening, and in the worst case, it may be swallowed by a fire and burned to death, or it may be crushed by the collapse of a building due to an aftershock.

このような事態を防ぐために、多数の発明・考案が行われている。その一つの方策は、扉の上下及び/又は左右に変形吸収機能を付け、枠との接触力を吸収させることによって、扉と枠の変形を生じさせないことである(実開昭61-65190号公報、特開平9-189174号公報、特開平10-184218号公報、特開平10-280821号公報、など)。 Many inventions and devices have been made to prevent such a situation. One of the measures is to add a deformation absorption function to the top and bottom and / or left and right of the door to absorb the contact force with the frame so that the door and the frame are not deformed (Square root extraction No. 61-65190). Japanese Patent Application Laid-Open No. 9-189174, Japanese Patent Application Laid-Open No. 10-184218, Japanese Patent Application Laid-Open No. 10-280821, etc.).

実開昭61-065190号公報Jitsukaisho 61-065190 特開平09-189174号公報Japanese Patent Application Laid-Open No. 09-189174 特開平10-184218号公報Japanese Patent Application Laid-Open No. 10-184218 特開平10-280821号公報Japanese Patent Application Laid-Open No. 10-280821 特開2005−163466号公報Japanese Unexamined Patent Publication No. 2005-163466

地震で建物が揺れることにより、建物全体の変形や破損を生じる。特に、ドア枠は建物と直接繋いでいる構造のためドア枠まわりの建物変形や破損を直接受ける。代表的な建物変形は枠の菱型形状である(層間変位におこるドアセットの面内変形)。代表的な破損はドア枠周りのコンクリートの部分破壊による枠の部分的な変形である(ドアセットの局部変形)。これはマンションなどのドア枠とサッシ枠との間にある雑壁といわれるコンクリートがX線状に割れることで生じるドア枠の変形である。これらのドア枠変形で枠と扉が強く接触をおこした状態で地震がおさまったときにドア枠の開閉不良が起こる。 When a building shakes due to an earthquake, the entire building is deformed or damaged. In particular, since the door frame has a structure that is directly connected to the building, the building around the door frame is directly deformed or damaged. A typical building deformation is the rhombus shape of the frame (in-plane deformation of the door set caused by inter-story displacement). A typical breakage is partial deformation of the frame due to partial destruction of concrete around the door frame (local deformation of the door set). This is a deformation of the door frame caused by the concrete called a miscellaneous wall between the door frame of an apartment or the like and the sash frame cracking in an X-ray shape. When the earthquake subsides in a state where the frame and the door are in strong contact with each other due to the deformation of the door frame, the door frame opens and closes poorly.

本発明の目的は、ドア枠変形(面内変形及び局部変形)を起こしても双方の変形に対して接触を緩和することによって、開閉不良を防ぐことである。また、地震の最中に何度も枠とドアが繰り返しぶつかる現象に対して、扉やドア金具の破損を抑制することである。 An object of the present invention is to prevent opening / closing defects by relaxing contact with respect to both deformations even if the door frame is deformed (in-plane deformation and local deformation). In addition, it is to suppress damage to the door and door metal fittings against the phenomenon that the frame and the door repeatedly collide with each other during an earthquake.

本発明は、地震による横方向のドア枠変形力を吸収する対震ドアであって、 横方向に分割された第1部分と第2部分からなり、これらの第1・第2部分の間に隙間を有するドア本体と、前記第1部分と前記第2部分の間に設けられ、これらの第1・第2部分を接続すると共に、地震発生時には横方向にスライド可能な、少なくとも2つの緩衝器を有し前記緩衝器は各取付位置の側圧に対応することができるように強度が変更されていることを特徴とする(請求項1)。
The present invention is an anti-seismic door that absorbs the lateral door frame deformation force due to an earthquake, and is composed of a first portion and a second portion divided in the lateral direction, and is between the first and second portions. At least two shock absorbers provided between the door body having a gap and the first part and the second part, connecting the first and second parts, and slid laterally in the event of an earthquake. The shock absorber is characterized in that the strength is changed so as to correspond to the lateral pressure of each mounting position (claim 1).

本発明はまた、地震による横方向及び縦方向のドア枠変形力を吸収する対震ドアであって、横方向に分割された第1部分と第2部分からなり、これら第1・第2部分の間に隙間を有するドア本体と、前記第1部分と前記第2部分の間に設けられ、これら2つの部分を接続すると共に、地震発生時には横方向にスライド可能な、少なくとも2つの緩衝器を有し前記緩衝器は各取付位置の側圧に対応することができるように強度が変更されており、さらに、前記ドア本体を回動可能に支持するとともに縦方向のドア枠変形力を吸収する対震蝶番を有することを特徴とする(請求項2)。 The present invention is also an anti-seismic door that absorbs the lateral and vertical door frame deformation forces due to an earthquake, and comprises a first portion and a second portion divided in the lateral direction, and these first and second portions. a door body having a gap between, provided between said first portion and said second portion, while connecting these two parts, slidable laterally in the event of an earthquake, at least two shock absorbers The shock absorber has been changed in strength so as to be able to cope with the lateral pressure at each mounting position, and further, the door body is rotatably supported and the door frame deforming force in the vertical direction is absorbed. It is characterized by having an anti-seismic hinge (claim 2).

好ましくは、前記隙間の幅は10〜20mmである。 Preferably, the width of the gap is 10 to 20 mm.

好ましくは、前記隙間は、前記第1部分と前記第2部分の間の隙間と、前記第1部材と前記第2部材の間の隙間からなるものである。 Preferably, the gap comprises a gap between the first portion and the second portion and a gap between the first member and the second member.

好ましくは、前記第1部分と前記第2部分の間の隙間を隠す化粧カバーが設けられている。 Preferably, a decorative cover is provided that hides the gap between the first portion and the second portion.

好ましくは、対震ドアにおける前記隙間の上端位置にこの隙間の伸縮を妨害しない蓋を設ける。また、対震ドアにおける前記隙間の下端位置には排水口を設ける。 Preferably, a lid that does not interfere with the expansion and contraction of the gap is provided at the upper end position of the gap in the anti-seismic door. In addition, a drainage port is provided at the lower end of the gap in the anti-seismic door.

好ましくは、前記緩衝器は、前記第1部分に取り付ける第1部材と、前記第2部分に取り付ける第2部材と、これらの第1・第2部材を弾力的につなぐ軸からなる。 Preferably, the shock absorber comprises a first member attached to the first portion, a second member attached to the second portion, and a shaft elastically connecting these first and second members.

好ましくは、前記緩衝器は2〜4個設けられている。これらの緩衝器は各取付位置の側圧に対応することができるように強度が変更されている。 Preferably, 2 to 4 shock absorbers are provided. The strength of these shock absorbers has been changed to accommodate the lateral pressure at each mounting position.

対震蝶番は、縦方向のドア枠変形力を吸収することが可能であれば、どのようなものであってもよい。好ましくは、前記対震蝶番は、縦方向のドア枠変形力を吸収するバネを管部に内蔵するものである。 The anti-seismic hinge may be any type as long as it can absorb the deformation force of the door frame in the vertical direction. Preferably, the anti-seismic hinge has a spring built in the pipe portion that absorbs the deformation force of the door frame in the vertical direction.

本発明請求項1によれば、地震により横方向にドア枠変形力が加えられたとき、緩衝器の抗圧縮力に逆らって隙間が狭められることによって、ドア本体の横幅が一時的に縮小するので、ドア枠変形が起こってもドアに破壊をもたらさない。すなわち、地震の横方向のドア枠変形力を緩衝器が吸収したことになる。 According to claim 1, when a door frame deformation force is applied in the lateral direction due to an earthquake, the width of the door body is temporarily reduced by narrowing the gap against the anti-compressive force of the shock absorber. Therefore, even if the door frame is deformed, the door will not be destroyed. That is, the shock absorber absorbs the lateral door frame deformation force of the earthquake.

本発明請求項2によれば、上記請求項1の効果に加えて、対震蝶番が縦方向のドア枠変形力も吸収することができる。 According to claim 2 of the present invention, in addition to the effect of claim 1, the anti-seismic hinge can also absorb the deformation force of the door frame in the vertical direction.

さらに本発明の対震ドアは、特別に部品を付加することなく、既設のドア枠に取り付けることもできるので、経済的である。 Further, the anti-seismic door of the present invention can be attached to an existing door frame without adding any special parts, which is economical.

以下、添付の図面に基づき、本発明の実施例を説明する。 Hereinafter, examples of the present invention will be described with reference to the accompanying drawings.

地震による従来のドアの変形状態を示す正面図で、(a)(b)は上下方向のゆがみを示し、(c)は横方向のゆがみを示している。In the front view showing the deformation state of the conventional door due to the earthquake, (a) and (b) show the vertical distortion, and (c) shows the horizontal distortion. 本発明の実施例に係る対震ドアが地震発生時に横方向の力を吸収する状態を示す正面図であり、(a)は地震発生前、(b)は(a)の内部構造、(c)は地震発生後の内部構造を示している。It is a front view which shows the state which the anti-seismic door which concerns on embodiment of this invention absorbs a lateral force at the time of an earthquake, (a) is before the earthquake occurrence, (b) is the internal structure of (a), (c ) Indicates the internal structure after the earthquake. 緩衝器の位置におけるドアの横断面図である。It is a cross-sectional view of the door at the position of a shock absorber. 緩衝器の位置におけるドアの縦断面図(図7のIV―IV側面)である。FIG. 6 is a vertical cross-sectional view of the door at the position of the shock absorber (IV-IV side surface of FIG. 7). 緩衝器の位置におけるドアの縦断面図(図7のV−V側面)である。It is a vertical cross-sectional view (VV side surface of FIG. 7) of a door at the position of a shock absorber. 緩衝器の斜視図である。It is a perspective view of a shock absorber. 緩衝器の正面図である。It is a front view of a shock absorber. 緩衝器の横断面図である。It is a cross-sectional view of a shock absorber. 本発明の実施例に係る対震蝶番の正面図と底面図である。It is a front view and the bottom view of the anti-seismic hinge which concerns on embodiment of this invention. 対震蝶番の展開図である。It is a development view of the anti-seismic hinge.

大地震が発生すると、従来のドア1Aやドア枠2は、図1(a)(b)のように縦方向に変形したり、図1(c)のように横方向に変形したりする(図面では火花の図形で示している)。横方向の変形に関して、マンションなどでは廊下に面した窓21とドアの間でX字状に亀裂22が多く発生することが知られている(ドアセットの局部変形)。 When a large earthquake occurs, the conventional door 1A and door frame 2 are deformed in the vertical direction as shown in FIGS. 1 (a) and 1 (b), and are deformed in the horizontal direction as shown in FIG. 1 (c). In the drawing, it is shown as a spark figure). Regarding the lateral deformation, it is known that many cracks 22 occur in an X shape between the window 21 facing the corridor and the door in an apartment or the like (local deformation of the door set).

図2は、本発明の実施例に係る対震ドア1が地震発生時に横方向のドア枠変形力を吸収する状態を示している。図2(a)は地震発生前、図2(b)は(a)の内部構造、図2(c)は地震発生後の内部構造である。 FIG. 2 shows a state in which the anti-seismic door 1 according to the embodiment of the present invention absorbs the lateral door frame deformation force when an earthquake occurs. 2 (a) is the internal structure before the earthquake, FIG. 2 (b) is the internal structure of (a), and FIG. 2 (c) is the internal structure after the earthquake.

この実施例の対震ドア1は、横方向のドア枠変形力の吸収には緩衝器3を使用し、縦方向のドア枠変形力の吸収には対震蝶番5を使用している。 In the anti-seismic door 1 of this embodiment, the shock absorber 3 is used to absorb the door frame deformation force in the horizontal direction, and the anti-seismic hinge 5 is used to absorb the door frame deformation force in the vertical direction.

<緩衝器>
図2に示すように、対震ドア1は、横方向に区分された第1部分11と第2部分12の2部分からなるドア本体10を有する。区分位置はこの実施例では、ドア戸先側に寄せて設けられているが、内部装置の設定に問題がなければどこでもよい。
<Cushioner>
As shown in FIG. 2, the anti-seismic door 1 has a door body 10 composed of two portions, a first portion 11 and a second portion 12, which are laterally divided. In this embodiment, the division position is provided closer to the door end side, but it may be anywhere as long as there is no problem in setting the internal device.

第1部分11と第2部分12の間には隙間13が設けられている。(なお、隙間13は、第1部分11と第2部分12の間の隙間13Aと、後記する第1部材31と第2部材32の間の隙間13Bのそれぞれについて使用する場合と総称として使用する場合がある。)隙間13の距離は10〜20mm程度であり、約15mmが防犯上最も好ましい。なぜなら、泥棒がバールを使って戸先側の扉と縦枠の隙間を拡大しようとしても約15mmドア幅が縮小する程度ではデッドボルトが完全には抜けないからである。さらに防犯のため、図3に示すように、ドア取っ手付近の隙間はL字状の部材18によって覆うことが好ましい。 A gap 13 is provided between the first portion 11 and the second portion 12. (Note that the gap 13 is used as a general term for the gap 13A between the first portion 11 and the second portion 12 and the gap 13B between the first member 31 and the second member 32, which will be described later. In some cases, the distance of the gap 13 is about 10 to 20 mm, and about 15 mm is the most preferable for crime prevention. This is because even if a thief tries to widen the gap between the door on the door end side and the vertical frame using a crowbar, the dead bolt cannot be completely removed by reducing the door width by about 15 mm. Further, for crime prevention, as shown in FIG. 3, it is preferable to cover the gap near the door handle with the L-shaped member 18.

緩衝器3はその隙間13をつなぐようにして4か所で設けられている。図3に示すように、隙間13Aは、第2部分12に固定された化粧カバー14,15で覆われる。化粧カバー14,15は隙間13Aの伸縮をカバーしつつ第1部分11の上をスライド可能である。隙間13Aを覆う化粧カバー14,15は、図2(a)に示すように、外から見れば縦方向の直線模様のように見える。化粧カバー14,15は、建物の内外を仕切るドアの場合は防犯上必須といってもよいが、建物内部のドアの場合は必須ではない。 The shock absorbers 3 are provided at four places so as to connect the gaps 13. As shown in FIG. 3, the gap 13A is covered with the decorative covers 14 and 15 fixed to the second portion 12. The decorative covers 14 and 15 can slide on the first portion 11 while covering the expansion and contraction of the gap 13A. As shown in FIG. 2A, the decorative covers 14 and 15 covering the gap 13A look like a linear pattern in the vertical direction when viewed from the outside. The decorative covers 14 and 15 may be said to be indispensable for crime prevention in the case of doors that partition the inside and outside of the building, but are not essential in the case of doors inside the building.

4個の緩衝器3はいずれも同じ構造であるので、図3〜6では、1個だけを拡大して示している。 Since all four shock absorbers 3 have the same structure, only one of them is enlarged and shown in FIGS. 3 to 6.

緩衝器3は、図6〜8に示すように、対震ドア1の第1部分11に取り付ける第1部材31と、第2部分12に取り付ける第2部材32からなる。第1部材31は、「コ」の字型の枠33と、「コ」の字の開放側に位置する中間板35を有する。第2部材32は、「コ」の字型の枠34と、「コ」の字型枠の開放側に位置する固定板36を有する。第1部材31は、枠33の両末端331が第1部分骨組枠16にビス止め又は溶接固定され、第2部材32は、固定板36が第2部分骨組枠17にビス止め又は溶接固定される。第1部材31と第2部材32の隙間13Bは第1部分11のドア本体によってカバーされている。なお、緩衝器3の第1部材31と第2部材32は左右を逆にして取り付けることができるのはもちろんである。 As shown in FIGS. 6 to 8, the shock absorber 3 includes a first member 31 attached to the first portion 11 of the anti-seismic door 1 and a second member 32 attached to the second portion 12. The first member 31 has a "U" -shaped frame 33 and an intermediate plate 35 located on the open side of the "U" shape. The second member 32 has a "U" -shaped frame 34 and a fixing plate 36 located on the open side of the "U" -shaped frame. In the first member 31, both ends 331 of the frame 33 are screwed or welded to the first partial frame frame 16, and in the second member 32, the fixing plate 36 is screwed or welded fixed to the second partial frame frame 17. Weld. The gap 13B between the first member 31 and the second member 32 is covered by the door body of the first portion 11. Needless to say, the first member 31 and the second member 32 of the shock absorber 3 can be attached upside down.

第1部材31と第2部材32は軸37でつながれる。軸37の第1部分11側は、枠33の最深部からさらにガイド39に案内されて進退可能である。軸37の第2部分12側は、枠34の最深部に固定されている。第1部材31の枠33と中間板35の間において、軸37の上に圧縮バネ38が取り付けられている。 The first member 31 and the second member 32 are connected by a shaft 37. The first portion 11 side of the shaft 37 can be advanced and retreated by being further guided by the guide 39 from the deepest portion of the frame 33. The second portion 12 side of the shaft 37 is fixed to the deepest portion of the frame 34. A compression spring 38 is mounted on the shaft 37 between the frame 33 of the first member 31 and the intermediate plate 35.

したがって、地震により横方向にドア枠変形力が加えられると、緩衝器3の隙間13Bが狭められ、第1部分11と第2部分12の間の隙間13Aも狭められる(図2(b)と(c)参照)が、その力がなくなると、バネ38の復元力により各隙間13A、13Bは回復する。バネの抗圧縮力に逆らって各隙間13A、13Bが狭められることによって、対震ドア1の本体横幅が一時的に縮小するので、地震のドア枠変形力が対震ドア1に破壊をもたらさない。すなわち、地震の横方向のドア枠変形力を緩衝器3が吸収したことになる。 Therefore, when the door frame deforming force is applied in the lateral direction due to the earthquake, the gap 13B of the shock absorber 3 is narrowed, and the gap 13A between the first portion 11 and the second portion 12 is also narrowed (FIG. 2B). (See (c)), but when the force is lost, the gaps 13A and 13B are restored by the restoring force of the spring 38. By narrowing the gaps 13A and 13B against the anti-compressive force of the spring, the width of the main body of the anti-seismic door 1 is temporarily reduced, so that the deformation force of the door frame of the earthquake does not cause destruction of the anti-seismic door 1. .. That is, the shock absorber 3 has absorbed the lateral door frame deformation force of the earthquake.

このとき、緩衝器3は複数設けられているので、ドアの縦方向枠のどの位置でも横方向の圧力に対応することができる。 At this time, since a plurality of shock absorbers 3 are provided, it is possible to cope with the lateral pressure at any position of the vertical frame of the door.

なお、複数の緩衝器3における圧縮バネ38は、初期荷重を変えることが好ましい。例えば、4個の緩衝器3を設ける場合、最上部及び最下部に位置する2個の緩衝器3のバネ強度を、それらの間に位置する2個よりもやや強いものとしておくことが好ましい。何も知らない人がドアに手をかけたときに隙間13A、13Bが急に狭くなって驚いて転んだりするようなことがあってはいけないからである。具体的には、例えば4個の緩衝器のうち、最上部と最下部の2個は初期荷重約25kgfとし、間の2個は初期荷重約10kgfとすることができる。実験上、4個の緩衝器の合計初期荷重が70kgfあれば上述のような事故は起こらないことが分かっている。 It is preferable that the initial load of the compression springs 38 in the plurality of shock absorbers 3 is changed. For example, when four shock absorbers 3 are provided, it is preferable that the spring strength of the two shock absorbers 3 located at the uppermost part and the lowermost part is slightly stronger than the spring strength of the two shock absorbers 3 located between them. This is because when a person who does not know anything touches the door, the gaps 13A and 13B should not suddenly narrow and fall unexpectedly. Specifically, for example, of the four shock absorbers, two at the top and the bottom can have an initial load of about 25 kgf, and two in between can have an initial load of about 10 kgf. From experiments, it is known that the above-mentioned accident does not occur if the total initial load of the four shock absorbers is 70 kgf.

さらに、隙間13A、13Bのドア上端には、雨やほこりの侵入を排除するため、蓋(図示せず)をするのが好ましい。隙間13A、13Bは伸縮する役目を有するのであるから、蓋は堅牢なものであってはならず、防水処理したスポンジのような軟質樹脂や容易に破壊される薄いプラスチック板が好ましい。また、台風などの強い雨のとき、化粧カバー14、15の縁から雨が浸み込むことがあるかもしれないが、その雨水を排水するためにドア底部に排水口(図示せず)を設けることが好ましい。 Further, it is preferable to cover the upper ends of the doors of the gaps 13A and 13B with lids (not shown) in order to prevent rain and dust from entering. Since the gaps 13A and 13B have a role of expanding and contracting, the lid must not be rigid, and a soft resin such as a waterproof sponge or a thin plastic plate that is easily broken is preferable. Also, during heavy rain such as a typhoon, rain may seep in from the edges of the decorative covers 14 and 15, but a drainage port (not shown) is provided at the bottom of the door to drain the rainwater. Is preferable.

<対震蝶番>
図9及び図10は、縦波による振動力を吸収するための対震蝶番5である。ドアを回転自在に支持する蝶番は標準的なドア1個当たり、2,3個(図2の実施例では3個)使用されている。
<Anti-seismic hinge>
9 and 10 are anti-seismic hinges 5 for absorbing the vibration force due to the longitudinal wave. A few hinges (three in the embodiment of FIG. 2) are used per standard door to rotatably support the door.

対震蝶番5としては、すでに公知のものが使用可能である。図9及び図10に示したものは、本出願人の特開2005−163466で開示したものである。 As the anti-seismic hinge 5, already known ones can be used. The materials shown in FIGS. 9 and 10 are disclosed in Japanese Patent Application Laid-Open No. 2005-163466 of the applicant.

図9(a)(b)に示すように、この対震蝶番5は上羽根板51、下羽根板52、ユニット53、軸54、スカート55及びギボシ56を主部材とする。 As shown in FIGS. 9A and 9B, the anti-seismic hinge 5 has an upper blade plate 51, a lower blade plate 52, a unit 53, a shaft 54, a skirt 55, and a Giboshi 56 as main members.

上下羽根板51,52は方形状の平板の一辺から内側に丸めて円筒状の管部57,58とし、残る平板部分を羽根59,60として取付孔61,62を設けている。上下羽根板51,52の大きさと形状は取り付ける相手により変わる。 The upper and lower blade plates 51 and 52 are rounded inward from one side of a rectangular flat plate to form cylindrical pipe portions 57 and 58, and the remaining flat plate portions are provided with mounting holes 61 and 62 as blades 59 and 60. The size and shape of the upper and lower blade plates 51 and 52 vary depending on the mounting partner.

シリンダ63内部のプラグ64がばね65の圧力で飛び出さぬように先端部分に絞り66を設けている。シリンダ63にはプラグ64に続いてばね65をギボシ67で圧縮して押し込み、シリンダ63とギボシ67を点溶接で仮固定する。管部57に挿入した後、シリンダ63とギボシ67及び管部57をピン68で共縫して本固定する。シリンダ63内に圧入するばね65には、対震蝶番5の使用が正常時は縮まず、異常時に管部57,58同士の隙間に相当する収縮代が与えられている。 A throttle 66 is provided at the tip portion so that the plug 64 inside the cylinder 63 does not pop out due to the pressure of the spring 65. Following the plug 64, the spring 65 is compressed and pushed into the cylinder 63 by a giboshi 67, and the cylinder 63 and the giboshi 67 are temporarily fixed by spot welding. After being inserted into the pipe portion 57, the cylinder 63, the Giboshi 67, and the pipe portion 57 are co-sewn with a pin 68 and finally fixed. The spring 65 press-fitted into the cylinder 63 does not shrink when the anti-seismic hinge 5 is used normally, and is provided with a shrinkage allowance corresponding to a gap between the pipe portions 57 and 58 when the use of the anti-seismic hinge 5 is abnormal.

対震蝶番5は、軸54を下羽根板52の管部58内に圧入するだけでは、圧入力以上に大きな外力が瞬間作用しても軸54が管部58内面を滑動してずれる可能性がある。その場合、上羽根板51の管部57のユニット53内のばね65の持つ弾性が充分活用されなくなるので、別の手段で管部内面と軸端を固定するのがよい。本例では溶接で固定したがピン等を使用して固定してもよい。 In the anti-seismic hinge 5, if the shaft 54 is simply press-fitted into the pipe portion 58 of the lower blade plate 52, the shaft 54 may slide on the inner surface of the pipe portion 58 and shift even if an external force larger than the pressure input is momentarily applied. There is. In that case, the elasticity of the spring 65 in the unit 53 of the pipe portion 57 of the upper blade plate 51 is not fully utilized, so it is preferable to fix the inner surface of the pipe portion and the shaft end by another means. In this example, it is fixed by welding, but it may be fixed by using a pin or the like.

従来の羽根板の管部にプラグとばねを直接組み込む作業に較べると、本発明のシリンダ63とプラグ64とばね65及びギボシ67からなるユニット53の組立作業は、前者には欠かせない管部内面の切削加工作業とプラグ64の動きを調整しながら実施するばね65の圧入作業が不要となり組立が単純化する。しかも、ユニット53の組立が容易なる他に精度の均一化も計れ、蝶番5の品質向上に寄与する。 Compared to the conventional work of directly assembling the plug and spring into the pipe part of the blade plate, the work of assembling the unit 53 including the cylinder 63, the plug 64, the spring 65 and the Giboshi 67 of the present invention is indispensable for the former. Assembling is simplified because the work of cutting the inner surface and the work of press-fitting the spring 65 while adjusting the movement of the plug 64 are not required. Moreover, the unit 53 can be easily assembled and the accuracy can be made uniform, which contributes to the improvement of the quality of the hinge 5.

軸54は管部58と嵌合する先端寄りを円錐69状に加工する。先端には窪みを設けて鋼球70を格納し、抜け止めを施して回動自在に保持する。対震蝶番5を組み立てるとプラグ先端71と鋼球70が接触し、鋼球70から伝わる力をユニット53内のばね65が吸収して縮む。 The shaft 54 is processed into a conical 69 shape near the tip to be fitted with the pipe portion 58. A recess is provided at the tip to store the steel ball 70, and the steel ball 70 is rotatably held by preventing it from coming off. When the anti-seismic hinge 5 is assembled, the tip of the plug 71 and the steel ball 70 come into contact with each other, and the spring 65 in the unit 53 absorbs the force transmitted from the steel ball 70 and contracts.

スカート55は管部同士の隙間を隠す部材で、底の孔72側を下向きにし、切込み73と羽根板51の羽根59を組み合わす。スカート55は強度に寄与しないため合成樹脂等の非金属材料でもよい。 The skirt 55 is a member that hides the gap between the pipe portions, and the notch 73 and the blade 59 of the blade plate 51 are combined with the bottom hole 72 side facing downward. Since the skirt 55 does not contribute to strength, it may be a non-metal material such as synthetic resin.

ギボシ56は管部58に圧入又は溶接固定して固定する。 The Giboshi 56 is fixed by press-fitting or welding to the pipe portion 58.

1A 従来のドア
1 対震ドア
11 第1部分
12 第2部分
13A (第1部分と第2部分の間の)隙間
13B(第1部材と第2部材の間の)隙間
14,15 化粧カバー
16 (第1部分側)扉の骨組枠
17 (第2部分側)扉の骨組枠
18 L字状の部材
21 窓
22 亀裂
2 ドア枠
3 緩衝器
31 第1部材
32 第2部材
33,34 「コ」の字型枠
331 固定部
35 中間板
36 固定板
37 軸
38 圧縮バネ
39 ガイド
5 対震蝶番
51 上羽根板
52 下羽根板
53 ユニット
54 軸
55 スカート
56 ギボシ
57,58 管部
59,60 羽根
61,62 取付孔
63 シリンダ
64 プラグ
67 ギボシ
68 ピン
69 円錐
70 鋼球
71 プラグ先端
72 孔
1A Conventional door 1 Anti-seismic door 11 1st part 12 2nd part 13A (between the 1st part and 2nd part) Gap 13B (between the 1st member and 2nd member) Gap 14,15 Decorative cover 16 (1st part side) Door frame frame 17 (2nd part side) Door frame frame 18 L-shaped member 21 Window 22 Crack 2 Door frame 3 Shock absorber 31 1st member 32 2nd member 33, 34 Shaped frame 331 Fixed part 35 Intermediate plate 36 Fixed plate 37 Shaft 38 Compression spring 39 Guide 5 Anti-seismic hinge 51 Upper blade plate 52 Lower blade plate 53 Unit 54 Shaft 55 Skirt 56 Giboshi 57,58 Pipe part 59, 60 blades 61, 62 Mounting hole 63 Cylinder 64 Plug 67 Giboshi 68 Pin 69 Conical 70 Steel ball 71 Plug tip 72 hole

Claims (11)

地震による横方向のドア枠変形力を吸収する対震ドア(1)であって、
横方向に分割された第1部分(11)と第2部分(12)からなり、これらの第1・第2部分(11,12)の間に隙間(13)を有するドア本体(10)と、
前記第1部分(11)と前記第2部分(12)の間に設けられ、これらの第1・第2部分(11,12)を接続すると共に、地震発生時には横方向にスライド可能な、少なくとも2つの緩衝器(3)を有し
前記緩衝器(3)は各取付位置の側圧に対応することができるように強度が変更されている
ことを特徴とする対震ドア(1)。
An anti-seismic door (1) that absorbs the lateral door frame deformation force caused by an earthquake.
A door body (10) composed of a first portion (11) and a second portion (12) divided in the lateral direction and having a gap (13) between the first and second portions (11, 12). ,
Provided between the first portion (11) and the second portion (12), these first and second portions (11, 12) are connected and at least slidable in the lateral direction in the event of an earthquake. has two buffer with (3),
The anti-seismic door (1) is characterized in that the strength of the shock absorber (3) is changed so as to be able to cope with the lateral pressure of each mounting position .
地震による横方向及び縦方向のドア枠変形力を吸収する対震ドア(1)であって、
横方向に分割された第1部分(11)と第2部分(12)からなり、これら第1・第2部分(11,12)の間に隙間(13)を有するドア本体(10)と、
前記第1部分(11)と前記第2部分(12)の間に設けられ、これら2つの部分(11,12)を接続すると共に、地震発生時には横方向にスライド可能な、少なくとも2つの緩衝器(3)を有し
前記緩衝器(3)は各取付位置の側圧に対応することができるように強度が変更されており、さらに、
前記ドア本体を回動可能に支持するとともに縦方向のドア枠変形力を吸収する対震蝶番(5)を有する
ことを特徴とする対震ドア(1)。
An anti-seismic door (1) that absorbs the deformation force of the door frame in the horizontal and vertical directions due to an earthquake.
A door body (10) composed of a first portion (11) and a second portion (12) divided in the lateral direction and having a gap (13) between the first and second portions (11, 12).
At least two shock absorbers provided between the first part (11) and the second part (12), which connect these two parts (11, 12) and can slide laterally in the event of an earthquake. Has (3)
The strength of the shock absorber (3) has been changed so as to correspond to the lateral pressure at each mounting position, and further, the strength has been changed.
An anti-seismic door (1) characterized by having an anti-seismic hinge (5) that rotatably supports the door body and absorbs a vertical door frame deformation force.
前記緩衝器(3)が、前記第1部分(11)に取り付ける第1部材(31)と、前記第2部分(12)に取り付ける第2部材(32)と、これらの第1・第2部材(31,32)を弾力的につなぐ軸(37)からなる請求項1又は2記載の対震ドア(1)。 The shock absorber (3) has a first member (31) attached to the first portion (11), a second member (32) attached to the second portion (12), and the first and second members thereof. The anti-seismic door (1) according to claim 1 or 2, which comprises a shaft (37) that elastically connects (31, 32). 前記隙間(13)の幅が10〜20mmである請求項1〜3のいずれかに記載の対震ドア(1)。 The anti-seismic door (1) according to any one of claims 1 to 3, wherein the width of the gap (13) is 10 to 20 mm. 前記隙間(13)が、前記第1部分(11)と前記第2部分(12)の間の隙間(13A)と、前記第1部材(31)と前記第2部材(32)の間の隙間(13B)からなる請求項1〜4のいずれかに記載の対震ドア(1)。 The gap (13) is a gap (13A) between the first portion (11) and the second portion (12), and a gap between the first member (31) and the second member (32). The anti-seismic door (1) according to any one of claims 1 to 4, comprising (13B). 前記第1部分(11)と前記第2部分(12)の間の隙間(13A)を隠す化粧カバー(14,15)が設けられている請求項5記載の対震ドア(1)。 The anti-seismic door (1) according to claim 5, wherein a decorative cover (14, 15) is provided to hide a gap (13A) between the first portion (11) and the second portion (12). 対震ドアにおける前記隙間(13)の上端位置にこの隙間(13)の伸縮を妨害しない蓋を設けた請求項1〜6のいずれかに記載の対震ドア(1)。 The anti-seismic door (1) according to any one of claims 1 to 6, wherein a lid that does not interfere with the expansion and contraction of the gap (13) is provided at the upper end position of the gap (13) in the anti-seismic door. 対震ドアにおける前記隙間(13)の下端位置に排水口を設けた請求項1〜7のいずれかに記載の対震ドア(1)。 The anti-seismic door (1) according to any one of claims 1 to 7, wherein a drainage port is provided at the lower end position of the gap (13) in the anti-seismic door. 前記緩衝器(3)が4個設けられている請求項1〜8のいずれかに記載の対震ドア(1)。 The anti-seismic door (1) according to any one of claims 1 to 8, wherein four shock absorbers (3) are provided. 前記4個の緩衝器(3)は、最上部及び最下部に位置する2個の前記緩衝器(3)のバネ強度が、それらの間に位置する2個の前記緩衝器(3)のバネ強度よりも強いものである請求項9記載の対震ドア(1)。 The four shock absorbers (3) have the spring strength of the two shock absorbers (3) located at the top and the bottom, and the springs of the two shock absorbers (3) located between them. The anti-seismic door (1) according to claim 9, which is stronger than the strength . 前記対震蝶番(5)が、縦方向のドア枠変形力を吸収するバネ(65)を管部(57)に内蔵するものである請求項2〜10のいずれかに記載の対震ドア(1)。
The anti-seismic door (5) according to any one of claims 2 to 10, wherein the anti-seismic hinge (5) has a spring (65) built in the pipe portion (57) for absorbing the deformation force of the door frame in the vertical direction. 1).
JP2016107606A 2016-05-30 2016-05-30 Anti-seismic door Active JP6765652B2 (en)

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