JP3760990B2 - Frame structure of door device - Google Patents

Frame structure of door device Download PDF

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Publication number
JP3760990B2
JP3760990B2 JP2001343945A JP2001343945A JP3760990B2 JP 3760990 B2 JP3760990 B2 JP 3760990B2 JP 2001343945 A JP2001343945 A JP 2001343945A JP 2001343945 A JP2001343945 A JP 2001343945A JP 3760990 B2 JP3760990 B2 JP 3760990B2
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Japan
Prior art keywords
frame
door
upper frame
hanging
side frame
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JP2003148062A (en
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悟 原
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Howa Machinery Ltd
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Howa Machinery Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、扉装置の枠構造に関し、特に地震発生で躯体と共に扉枠が変形したときにも、扉を開くことができる前記構造に関する。
【0002】
【従来の技術】
従来一般の扉装置では、図9(a)に示すように、扉枠aの内側に扉bが蝶着されており、扉上部(上縁)cと扉枠aの上枠dの内側との間は、扉bの全幅に亘って、一定の(3〜5mm)上チリ寸法Lが設けてある。図9(b)のように、地震等により、戸先側から吊元側に向けて扉枠aが変形した場合、扉bの戸先側上端が前記上チリ寸法Lだけ持ち上げられ、上枠dの内側に下方から突き当たる。
【0003】
【発明が解決しようとする課題】
従来の扉枠、殊にスチール扉では、上枠dと吊元側、戸先側竪枠e,fとは溶接結合で完全一体化されており、アンカー金具gにより壁開口hに一体に固定されている。そのため、上記のように扉bの戸先側上端が上枠dを下側から押上げた時には、戸先側上端が壁開口hに固定の上枠dに大きな力で押し付けられ、扉bを開くことができなくなり、避難経路が確保できない。
本願の課題は、地震により、扉枠が戸先側から吊元側へ向けて変形して扉の戸先側上端が扉枠の上枠を下から押上げた場合に、上枠を上方に逃がすようにして扉の戸先側上端が上枠に固く押し付けられることを防止して、扉を開くことができるようにするものである。
尚、特開平9−13831号は、扉枠が内側につぶれたときに、その変形に対応して扉が内側につぶれるように、扉の上、下框、左右の竪框をそれぞれ2分割して、夫々の框において長手方向の内側に向けて摺動する構造としたものであるが、本願のように、扉枠が戸先側から吊元側へ向けて変形して扉の戸先側上端が扉枠の上枠を下から押上げた時を想定しているものではない。
【0004】
【課題を解決するための手段】
上記課題解決のため、本願では、上枠と、吊元側竪枠、戸先側竪枠とを備えた扉枠を壁開口に取り付け、扉枠の前記吊元側竪枠に、扉の吊元側部分を蝶番若しくはピボットヒンジを介して開閉自在に取り付けた扉装置において、扉枠の上枠を壁開口に面内移動可能に取り付け、前記戸先側竪枠を上側竪枠と下側竪枠との上下2体に分割して上側竪枠を上枠と一体に接合し、上下側竪枠の何れか一方の竪枠には接合ピースを一体に備えて他方の竪枠に上下方向に移動自在に嵌め込み、その接合ピースと他方の竪枠とを、上側竪枠を上方に引っ張る所定の破断力で破断する結合部材で一体としたことを特徴とする。
または、上枠と、吊元側竪枠、戸先側竪枠とを備えた扉枠を壁開口に取り付け、扉枠の前記吊元側竪枠に、扉の吊元側部分を蝶番若しくはピボットヒンジを介して開閉自在に取り付けた扉装置において、扉枠の上枠を壁開口に面内移動可能に取り付け、前記戸先側竪枠の長手中間部に長手と直交する不連続な切り込みを入れて、切り込みの間の結合部分により上側竪枠と下側竪枠とが繋がった状態で上側竪枠を上枠と一体に接合し、上下側竪枠の何れか一方の竪枠には接合ピースを一体に備えて他方の竪枠に上下方向に移動自在に嵌め込み、上記結合部分は、上側竪枠を上方に引っ張る所定の破断力で破断する強度となっていることを特徴とする。
これによれば、扉枠が戸先側から吊元側へ向けて変形して扉の戸先側上端が扉枠の上枠を下から押上げ、その時の押し上げ力が結合部材あるいは結合部分の破断力を超えると、結合部材(結合部分)が破断して上側竪枠が下側竪枠に対して上方に分離する。その結果、扉の戸先側上端が上枠に固く押し付けられることがなくなり、扉を開くことができる。ここで、結合部材あるいは結合部分の強度は、上枠と吊元、戸先側の各竪枠を組み付けて扉枠を構成し、その扉枠を通常状態で運搬したり、使用したりしたときには、破断しない程度の荷重に耐えるものとなっており、扉枠を壁開口に取りつける取り付け作業時においても破断することがないように設定される。
接合ピースは、他方の竪枠の背面に沿って摺動するように嵌め込まれており、また、戸先側竪枠は、上枠との接合部分に近い位置で上側竪枠と下側竪枠とに分かれるようにしてある。
【0005】
【発明の実施の形態】
図1において、スチール製の扉枠1は、吊元側竪枠2、戸先側竪枠3、上枠4とを枠組みして構成されている。吊元側竪枠2の上端は上枠4の吊元側端に直交して接合され、一体に溶着されている。戸先側竪枠3は、図4に示す断面形状を成し、吊元側竪枠2は、これと対称形状である。戸先側竪枠3は、上端に近い部分で上下側竪枠5,6に分割されている。上側竪枠5の上端は、上枠4の戸先側端部に直交して接合され、一体に溶着されている。上側竪枠5の背面側(コンクリート壁側)には、図2、4に示すように、所定の上下(長手)長さを有し、上側竪枠5の背面の屈曲形状に倣った断面形状の接合ピース7の上部7aが嵌め込まれ、上側竪枠5に一体溶着されている。
【0006】
接合ピース7の下部7bは、下側竪枠6の背面に沿うように下側竪枠6に上下方向に摺動移動できるように嵌め込まれ、その下端部近傍において、下側竪枠6と水平方向のねじ(結合部材)8で結合されている。このねじ8は、所定の上下方向のせん断力が作用すると、破断する強度を有している。その許容せん断力は、上枠4と吊元、戸先側の各竪枠2,3を組み付けて扉枠1を構成し、その扉枠を通常状態で運搬したり、使用したりしたときには、破断しない程度の荷重に耐えるものとなっており、扉枠を壁開口に取りつける取り付け作業時においても破断することがなく、地震により扉40の戸先側が持ち上げられて上枠4を押上げるような異常かつ過大な所定の外力(破断力)が作用したときには、破断するように設定される。
【0007】
この扉枠1は、壁開口10に取り付けられる。この時、戸先側竪枠3の、下側竪枠6は、従来同様に、下側竪枠6の取り付け片11に溶着したアンカー金具12と、そのアンカー金具12に溶着した溶接鉄筋棒13とにより、コンクリート壁14と一体に取り付けられる。また、吊元側竪枠2も、上記同様にアンカー金具12と溶接鉄筋棒13とにより吊元側の壁14に一体に取り付けられる。
【0008】
一方、上側竪枠5を一体に備えた上枠4は、壁開口10に対して面内変位できるように取り付け金具20を介して壁開口10に取り付けられる。取り付け金具20は、図5にその一端部を示すように(逆側はこれと対称である)、上枠4の長手方向に対して短い幅を有し、見込み方向両側を面内変形方向(垂直方向)に直角に折り曲げて取り付け片21とし、この取り付け片21には、上下方向の長孔22を形成してある。上枠4には、この取り付け片21の見込み方向外側面に取り付けられる垂直片4aが上枠4の全長に亘って設けてあり、上記取り付け片21と対応する部分には、上枠4長手方向の長孔23が形成されている。前記取り付け片21の見込み方向外側面には板状のすべり部材24が貼り付けられ、そのすべり部材24を挟んで垂直片4aの外側からリベット25が、上記2つの長孔22,23を貫通して取り付け片21の内側でかしめ付けてある。リベット25によるかしめ付けの程度は、地震に際して、扉40が上枠4を押上げるような変形によって過大な外力が作用したときに、上枠4が上方に滑ることができる程度となっている。上下方向の長孔22と左右方向の長孔23にリベット25が挿通されているこの構造により、上枠4は扉枠1の面内で何れの方向にも変位可能である。
【0009】
図3に示すように、こうして壁開口10に取り付けられた上枠4とコンクリート壁14との間には、前記取り付け金具20の取り付け片21間にわたる見込み幅で上枠4の内側面(背面)と間に空間を持ってモルタル26が充填され、そのモルタル26と上枠4の内側面との間の空間には、上枠4が上方に押上げられたときに、上記取り付け金具20による上方変位を許容するように、発泡ウレタンなどの変形容易な枠内充填材27が介在してある。また、上枠4の垂直片4aから見込み方向外側に水平に伸びる上側壁4bとコンクリート壁14の前後面に取り付けられた仕上げ材28の開口29との間には、弾性変形容易なシーリング材30が充填され、やはり、上枠4が上方に押上げられたときに、上記取り付け金具20による上方変位を許容するようにしてある。開口29の見込み方向内側には段部31が設けられ、取り付け金具20が上方変位したとき、垂直壁4aと干渉しないようにしてある。
【0010】
コンクリート壁14と吊元側竪枠2、戸先側竪枠3との間にも、上記コンクリート壁14と上枠4間と同一形態で、コンクリート壁14と一体のモルタル26と、モルタル26と竪枠2,3の間の変形容易な枠内充填材(発泡ウレタン)27が充填されている。戸先側竪枠3において、枠内充填材27は、接合ピース7部分においては、モルタル26と接合ピース7の背面の間に充填され(図4)、それ以外の部分では、上枠4部分と同じように、モルタル26と竪枠3背面との間に充填されている。竪枠2,3と仕上げ材28の開口29との間にも、上枠4同様のシーリング材30が施してある。扉40はその吊元側部分が上下2個所で蝶番41により、吊元側竪枠2に開閉可能に連結してある。蝶番41に代えて、周知のピボットヒンジで扉40を蝶着してもよい。
【0011】
このような構成によれば、変形のない図2の状態から、地震により戸先側から吊元側に向けて扉枠1が変形すると、その変形により扉40の戸先側が上方に持ち上げられ、上枠4に下側から突き当たる。この押上げ力が、ねじ8の許容せん断力を超えると、下側竪枠6と接合ピース下部7bとを結合していたねじ8が破断する。すると、扉40の押し上げ力で上枠4が押上げられ、上枠4は、枠内充填材27やシーリング材30を圧縮しながらリベット25が上下方向の長孔22に沿って案内されて上方に移動する一方、上側竪枠5は、この上枠4の移動で上方に移動し、上枠4と一体の接合ピース7は、壁開口10に固定の下側竪枠6に対して、その下部7bが対応する枠内充填材27等を変形させつつ下側竪枠6に対して上方にスライドする(図6)。スライドしても、下部7bは下側竪枠6に嵌まった状態が維持されるから、上下側の竪枠5,6がこのように上下に分離しても、その室内外の位相がずれることはない。扉40の戸先側部分の押し上げによって上枠4の戸先側端部が上方に逃げる構造となっているので、扉戸先側上端が上枠4に固く押し付けられることが防止され、地震で扉枠1が変形しても、扉40を開いて通路を確保できる。
【0012】
尚、上記実施形態では、壁構造がコンクリート壁14による、いわゆる湿式壁の場合を説明したが、本願発明はこれに限らず、図7に示す乾式壁14aの壁開口10に扉装置を取り付ける場合でも適用できる。乾式壁14aの場合、上枠4の背面側は、なにも充填されず、シーリング材が仕上げ壁28aの開口の間に施されるに過ぎない。
【0013】
次に図8において、戸先側竪枠3の上側竪枠5と下側竪枠6との別の結合構造を説明する。図8では、戸先側竪枠3の上部が示されている。戸先側竪枠3は、長手の中間部であってその上端に近い部分において、同一水平面内で複数の切り込み50が不連続に入れてある。この切り込み50は、たとえば、レーザー加工により形成され、極めて細いスリットである。隣り合う切り込み50の間は、戸先側竪枠3の壁が小さな寸法で残されており、上側竪枠5と下側竪枠6とは、こうしたいくつかの結合部分8aで繋がっている。この結合部分8aの強度は、第1の実施形態で説明した結合部材8と同じように、通常の運搬や、建物への施工、使用などにおいては、破断することがなく、地震時の過大な引っ張り力で上側竪枠5が上方へ引っ張られたときにのみ破断する強度に設定されている。この実施形態では、結合ピース7の下部7bが下側竪枠6に一体溶着され、上部7aが上側竪枠5の背面に沿って上下方向に移動可能に嵌め込んである。なお、上側竪枠5の上端が図8で図示していない上枠に一体溶着されていることや上枠が壁開口に対して面内変位するように取り付けられることなど、他の構造は第1の実施形態と同じである。この構成では、地震時に上枠が扉の戸先部分上部により持ち上げられると、図8(b)に示すようにその過大な荷重で結合部分8aが引き切られ、その部分で上側竪枠5と下側竪枠6とに上下に分離し、上枠が上方に逃げることができる。
【0014】
【発明の効果】
以上のように本発明によれば、扉枠が戸先側から吊元側へ向けて変形して扉の戸先側上端が扉枠の上枠を下から押上げた時に、戸先側竪枠の上側竪枠が下側竪枠に対して上方に分離して、上枠を上方に逃がすようにしたので、扉の戸先側上端が上枠に固く押し付けられることがなくなり、扉を開くことができ、避難経路を確保できる。
【図面の簡単な説明】
【図1】本願発明に係る扉装置の正面図であり、シーリング材は省略してある。
【図2】扉枠の戸先部分正面拡大図である。
【図3】図2のIII−III線断面図である。
【図4】図1のIV−IV線断面図である。
【図5】上枠と取り付け金具の分解斜視図である。
【図6】扉枠変形時の戸先部分拡大正面図である。
【図7】他の実施形態である。
【図8】別の実施形態である。
【図9】従来の技術である。
【符号の説明】
1 扉枠
2 吊元側竪枠
3 戸先側竪枠
4 上枠
5 上側竪枠
6 下側竪枠
7 接合ピース
8 ねじ(結合部材)
8a 結合部分
10 壁開口
40 扉
41 蝶番
50 切り込み
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a frame structure of a door device, and more particularly, to the structure capable of opening a door even when the door frame is deformed together with the housing in the event of an earthquake.
[0002]
[Prior art]
In the conventional general door device, as shown in FIG. 9 (a), a door b is hinged inside the door frame a, and an upper part (upper edge) c of the door frame a and an inner side of the upper frame d of the door frame a Between, a fixed (3 to 5 mm) upper dust dimension L is provided over the entire width of the door b. As shown in FIG. 9B, when the door frame a is deformed from the door tip side to the suspension base side due to an earthquake or the like, the door tip side upper end of the door b is lifted by the upper dust dimension L, and the upper frame It hits the inside of d from below.
[0003]
[Problems to be solved by the invention]
In conventional door frames, especially steel doors, the upper frame d and the suspension side and door end side eaves frames e and f are completely integrated by welding and fixed to the wall opening h by an anchor fitting g. Has been. Therefore, when the door-end side upper end of the door b pushes up the upper frame d from the lower side as described above, the door-end side upper end is pressed against the upper frame d fixed to the wall opening h with a large force, It cannot be opened and an evacuation route cannot be secured.
The problem of the present application is that when the door frame is deformed from the door end side to the suspension base side due to an earthquake and the upper end of the door side of the door pushes up the upper frame of the door frame from below, the upper frame is moved upward. In this way, the door is prevented from being pushed firmly against the upper frame so that the door can be opened.
Japanese Patent Laid-Open No. 9-13831 divides the upper, lower, and left and right eyelids into two parts so that when the door frame collapses inward, the door collapses inward in response to the deformation. The door frame slides toward the inside in the longitudinal direction in each ridge, but the door frame is deformed from the door end side to the suspension side as in the present application, and the door end side of the door It is not assumed that the upper end pushes up the upper frame of the door frame from below.
[0004]
[Means for Solving the Problems]
In order to solve the above-described problem, in the present application, a door frame including an upper frame, a suspension side frame, and a door side frame is attached to a wall opening, and the door frame is suspended from the suspension frame on the door frame. In a door device in which the original side part is attached to be freely opened and closed via a hinge or a pivot hinge, the upper frame of the door frame is attached to the wall opening so as to be movable in the plane, and the door side side frame is connected to the upper side frame and the lower side frame. The upper frame is divided into two bodies, the upper frame and the upper frame, and the upper frame is integrally joined to the upper frame. The joint piece and the other collar frame are integrated with a connecting member that is broken by a predetermined breaking force that pulls the upper collar frame upward.
Alternatively, a door frame provided with an upper frame, a hanging side frame, and a doorside side frame is attached to the wall opening, and the hanging side portion of the door is hinged or pivoted on the hanging side frame of the door frame. In a door device that can be freely opened and closed via a hinge, the upper frame of the door frame is attached to the wall opening so as to be movable in-plane, and a discontinuous cut perpendicular to the length is made in the longitudinal middle part of the door-end side frame. Then, the upper frame is joined to the upper frame integrally with the upper frame and the lower frame connected by the connecting portion between the cuts, and the joining piece is attached to one of the upper frame and the upper frame. Are integrally fitted to the other rib frame so as to be movable in the vertical direction, and the connecting portion has a strength to break with a predetermined breaking force that pulls the upper rib frame upward.
According to this, the door frame is deformed from the door end side to the suspension base side, and the upper end of the door side of the door pushes up the upper frame of the door frame from below, and the pushing force at that time When the breaking force is exceeded, the coupling member (joining portion) is broken and the upper frame is separated upward with respect to the lower frame. As a result, the door-side upper end of the door is not firmly pressed against the upper frame, and the door can be opened. Here, the strength of the coupling member or the coupling part is as follows. When the upper frame, the hanging base, and the frame on the door end side are assembled to form a door frame, the door frame is transported or used in a normal state. It is designed to withstand a load that does not break, and is set so as not to break even during attachment work for attaching the door frame to the wall opening.
The joining piece is fitted so as to slide along the back surface of the other saddle frame, and the door-end side saddle frame is close to the joining portion with the upper frame. It is divided into and.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1, a steel door frame 1 is configured by a hanging base side frame 2, a door side side frame 3, and an upper frame 4. The upper end of the suspension base side frame 2 is joined orthogonally to the suspension side end of the upper frame 4 and is integrally welded. The door end side sill frame 3 has a cross-sectional shape shown in FIG. 4, and the suspension side side sill frame 2 has a symmetrical shape. The door-end side frame 3 is divided into upper and lower side frame 5 and 6 at a portion close to the upper end. The upper end of the upper frame 5 is joined orthogonally to the door end side end of the upper frame 4 and is integrally welded. As shown in FIGS. 2 and 4, the back side (concrete wall side) of the upper side frame 5 has a predetermined vertical (longitudinal) length and is a cross-sectional shape following the bent shape of the back side of the upper side frame 5. The upper part 7 a of the joining piece 7 is fitted and is integrally welded to the upper flange frame 5.
[0006]
The lower part 7b of the joining piece 7 is fitted to the lower side frame 6 so as to be slidable in the vertical direction along the back surface of the lower side frame 6. In the vicinity of the lower end portion thereof, the lower part 7b is horizontally aligned with the lower side frame 6. They are connected by screws (connection members) 8 in the direction. The screw 8 has a strength to break when a predetermined vertical shearing force is applied. The allowable shearing force is that when the upper frame 4, the hanging base, and the eaves frames 2 and 3 on the door end side are assembled to constitute the door frame 1, and when the door frame is transported or used in a normal state, It is designed to withstand a load that does not break, and does not break even when the door frame is attached to the wall opening. The door 40 side of the door 40 is lifted by an earthquake, and the upper frame 4 is pushed up. When an abnormal and excessive predetermined external force (breaking force) is applied, it is set to break.
[0007]
The door frame 1 is attached to the wall opening 10. At this time, the lower side frame 6 of the doorside side frame 3 is composed of an anchor fitting 12 welded to the attachment piece 11 of the lower side frame 6 and a welded reinforcing bar 13 welded to the anchor fitting 12 as in the prior art. And are attached to the concrete wall 14 integrally. In addition, the suspender side frame 2 is also integrally attached to the suspender side wall 14 by the anchor fitting 12 and the welded reinforcing bar 13 as described above.
[0008]
On the other hand, the upper frame 4 integrally provided with the upper side frame 5 is attached to the wall opening 10 via the mounting bracket 20 so that it can be displaced in-plane with respect to the wall opening 10. As shown in FIG. 5 at one end thereof (the opposite side is symmetrical to this), the mounting bracket 20 has a short width with respect to the longitudinal direction of the upper frame 4, and both sides of the prospective direction are in-plane deformation directions ( The mounting piece 21 is bent at a right angle in the vertical direction), and a vertical hole 22 is formed in the mounting piece 21. The upper frame 4 is provided with a vertical piece 4 a that is attached to the outer surface of the mounting piece 21 in the prospective direction over the entire length of the upper frame 4. The long hole 23 is formed. A plate-like sliding member 24 is affixed to the outer surface in the prospective direction of the mounting piece 21, and a rivet 25 penetrates the two long holes 22, 23 from the outside of the vertical piece 4 a across the sliding member 24. And caulked inside the mounting piece 21. The degree of caulking by the rivet 25 is such that the upper frame 4 can slide upward when an excessive external force is applied due to deformation such that the door 40 pushes up the upper frame 4 during an earthquake. With this structure in which the rivets 25 are inserted through the vertical holes 22 and the horizontal holes 23, the upper frame 4 can be displaced in any direction within the plane of the door frame 1.
[0009]
As shown in FIG. 3, between the upper frame 4 and the concrete wall 14 thus attached to the wall opening 10, the inner side surface (rear surface) of the upper frame 4 with an expected width extending between the mounting pieces 21 of the mounting bracket 20. The mortar 26 is filled with a space between the mortar 26 and the space between the mortar 26 and the inner surface of the upper frame 4 when the upper frame 4 is pushed upward. An easily deformable in-frame filling material 27 such as urethane foam is interposed so as to allow displacement. Further, between the upper side wall 4b that extends horizontally from the vertical piece 4a of the upper frame 4 outward in the prospective direction and the opening 29 of the finishing material 28 attached to the front and rear surfaces of the concrete wall 14, a sealing material 30 that is easily elastically deformed. When the upper frame 4 is pushed upward, the upper fitting 4 is allowed to be displaced upward. A step 31 is provided inside the prospective direction of the opening 29 so that it does not interfere with the vertical wall 4a when the mounting bracket 20 is displaced upward.
[0010]
Also between the concrete wall 14 and the suspension side fence frame 2 and the door end side fence frame 3, the mortar 26 integral with the concrete wall 14, and the mortar 26, in the same form as between the concrete wall 14 and the upper frame 4. An easily deformable in-frame filler (foamed urethane) 27 between the collar frames 2 and 3 is filled. In the door end side frame 3, the in-frame filler 27 is filled between the mortar 26 and the back surface of the joining piece 7 in the joining piece 7 portion (FIG. 4), and in the other portions, the upper frame 4 portion. In the same manner as described above, it is filled between the mortar 26 and the back surface of the frame 3. A sealing material 30 similar to the upper frame 4 is also provided between the collar frames 2 and 3 and the opening 29 of the finishing material 28. The door 40 is connected to the suspension side frame 2 so as to be openable and closable by hinges 41 at two upper and lower portions. Instead of the hinge 41, the door 40 may be hinged by a known pivot hinge.
[0011]
According to such a configuration, if the door frame 1 is deformed from the state of FIG. 2 without deformation to the suspension side due to an earthquake, the door end side of the door 40 is lifted upward by the deformation, It strikes the upper frame 4 from below. When this lifting force exceeds the allowable shearing force of the screw 8, the screw 8 that has joined the lower flange frame 6 and the joining piece lower portion 7b is broken. Then, the upper frame 4 is pushed up by the pushing-up force of the door 40, and the upper frame 4 is moved upward while the rivet 25 is guided along the elongated hole 22 in the vertical direction while compressing the filler 27 and the sealing material 30 in the frame. The upper frame 5 is moved upward by the movement of the upper frame 4, and the joining piece 7 integrated with the upper frame 4 is moved with respect to the lower frame 6 fixed to the wall opening 10. The lower part 7b slides upward with respect to the lower frame 6 while deforming the corresponding in-frame filler 27 and the like (FIG. 6). Even if it slides, the state where the lower part 7b fits into the lower side frame 6 is maintained. Therefore, even if the upper and lower side frame 5 and 6 are separated in this way, the indoor and outdoor phases are shifted. There is nothing. Since the door end side end portion of the upper frame 4 escapes upward by pushing up the door end side portion of the door 40, it is prevented that the door door end side upper end is firmly pressed against the upper frame 4, and an earthquake occurs. Even if the door frame 1 is deformed, the door 40 can be opened to secure the passage.
[0012]
In the above embodiment, the case where the wall structure is a so-called wet wall with the concrete wall 14 has been described. However, the present invention is not limited to this, and the door device is attached to the wall opening 10 of the dry wall 14a shown in FIG. But it can be applied. In the case of the dry wall 14a, the back side of the upper frame 4 is not filled at all, and the sealing material is merely applied between the openings of the finishing wall 28a.
[0013]
Next, in FIG. 8, another coupling structure of the upper side frame 5 and the lower side frame 6 of the door-end side frame 3 will be described. In FIG. 8, the upper part of the door-end side frame 3 is shown. The door-end side frame 3 has a plurality of cuts 50 discontinuously in the same horizontal plane in a portion that is a longitudinal intermediate portion and close to the upper end. This cut 50 is formed by laser processing, for example, and is a very thin slit. Between the adjacent cuts 50, the wall of the door-end side frame 3 is left with a small size, and the upper side frame 5 and the lower side frame 6 are connected by such some connecting portions 8 a. In the same way as the connecting member 8 described in the first embodiment, the strength of the connecting portion 8a does not break during normal transportation, construction, use, etc. The strength is set so as to break only when the upper frame 5 is pulled upward by a pulling force. In this embodiment, the lower part 7 b of the coupling piece 7 is integrally welded to the lower side frame 6, and the upper part 7 a is fitted along the back surface of the upper side frame 5 so as to be movable in the vertical direction. Other structures such as that the upper end of the upper frame 5 is integrally welded to an upper frame (not shown in FIG. 8) and that the upper frame is mounted so as to be displaced in-plane with respect to the wall opening. This is the same as the first embodiment. In this configuration, when the upper frame is lifted by the upper part of the door-end portion of the door at the time of an earthquake, the coupling portion 8a is torn off by the excessive load as shown in FIG. The lower frame 6 is separated into the upper and lower frames 6 and the upper frame can escape upward.
[0014]
【The invention's effect】
As described above, according to the present invention, when the door frame is deformed from the door side toward the suspending side and the upper end of the door side pushes up the upper frame of the door frame from below, The upper frame of the frame is separated upward from the lower frame, and the upper frame is allowed to escape upward, so that the upper end of the door side of the door is not pressed firmly against the upper frame, and the door is opened. And secure an evacuation route.
[Brief description of the drawings]
FIG. 1 is a front view of a door device according to the present invention, in which a sealing material is omitted.
FIG. 2 is an enlarged front view of the door tip portion of the door frame.
3 is a cross-sectional view taken along line III-III in FIG.
4 is a cross-sectional view taken along line IV-IV in FIG.
FIG. 5 is an exploded perspective view of an upper frame and a mounting bracket.
FIG. 6 is an enlarged front view of a door tip portion when the door frame is deformed.
FIG. 7 is another embodiment.
FIG. 8 is another embodiment.
FIG. 9 is a conventional technique.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Door frame 2 Suspension side side frame 3 Door tip side frame 4 Upper frame 5 Upper side frame 6 Lower side frame 7 Joining piece 8 Screw (coupling member)
8a Joint part 10 Wall opening 40 Door 41 Hinge 50 Notch

Claims (4)

上枠と、吊元側竪枠、戸先側竪枠とを備えた扉枠を壁開口に取り付け、扉枠の前記吊元側竪枠に、扉の吊元側部分を蝶番若しくはピボットヒンジを介して開閉自在に取り付けた扉装置において、扉枠の上枠を壁開口に面内移動可能に取り付け、前記戸先側竪枠を上側竪枠と下側竪枠との上下2体に分割して上側竪枠を上枠と一体に接合し、上下側竪枠の何れか一方の竪枠には接合ピースを一体に備えて他方の竪枠に上下方向に移動自在に嵌め込み、その接合ピースと他方の竪枠とを、上側竪枠を上方に引っ張る所定の破断力で破断する結合部材で一体としたことを特徴とする扉装置の枠構造。A door frame provided with an upper frame, a hanging-side frame, and a door-side frame is attached to the wall opening, and the hanging-side part of the door is hinged or pivoted to the hanging frame-side frame of the door frame. In the door device that can be freely opened and closed, the upper frame of the door frame is attached to the wall opening so as to be movable in-plane, and the door-end side frame is divided into two upper and lower frames, an upper frame and a lower frame. The upper frame is integrally joined to the upper frame, and one of the upper and lower side frames is integrally provided with a joining piece, and is fitted into the other collar frame so as to be movable in the vertical direction. A frame structure of a door device, wherein the other frame is integrated with a coupling member that is broken by a predetermined breaking force that pulls the upper frame upward. 上枠と、吊元側竪枠、戸先側竪枠とを備えた扉枠を壁開口に取り付け、扉枠の前記吊元側竪枠に、扉の吊元側部分を蝶番若しくはピボットヒンジを介して開閉自在に取り付けた扉装置において、扉枠の上枠を壁開口に面内移動可能に取り付け、前記戸先側竪枠の長手中間部に長手と直交する不連続な切り込みを入れて、切り込みの間の結合部分により上側竪枠と下側竪枠とが繋がった状態で上側竪枠を上枠と一体に接合し、上下側竪枠の何れか一方の竪枠には接合ピースを一体に備えて他方の竪枠に上下方向に移動自在に嵌め込み、上記結合部分は、上側竪枠を上方に引っ張る所定の破断力で破断する強度となっていることを特徴とする扉装置の枠構造。A door frame provided with an upper frame, a hanging-side frame, and a door-side frame is attached to the wall opening, and the hanging-side part of the door is hinged or pivoted to the hanging frame-side frame of the door frame. In the door device that can be freely opened and closed, the upper frame of the door frame is attached to the wall opening so as to be movable in-plane, and a discontinuous cut perpendicular to the longitudinal direction is made in the longitudinal middle portion of the door-end side frame, The upper frame is joined to the upper frame integrally with the upper frame and the lower frame connected by the joint between the cuts, and the joining piece is integrated into one of the upper and lower frame. The frame structure of the door device is characterized in that it is fitted to the other flange frame so as to be movable in the vertical direction, and the connecting portion has a strength to break with a predetermined breaking force pulling the upper flange frame upward. . 接合ピースは、他方の竪枠の背面に沿って摺動するように嵌め込まれていることを特徴とする請求項1または2記載の扉装置の枠構造 The frame structure of the door device according to claim 1 or 2, wherein the joining piece is fitted so as to slide along the back surface of the other frame . 戸先側竪枠は、上枠との接合部分に近い位置で上側竪枠と下側竪枠とに分かれることを特徴とする請求項3記載の扉装置の枠構造 The frame structure of the door device according to claim 3, wherein the door end side frame is divided into an upper side frame and a lower side frame at a position close to a joint portion with the upper frame .
JP2001343945A 2001-11-09 2001-11-09 Frame structure of door device Expired - Fee Related JP3760990B2 (en)

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Publication number Priority date Publication date Assignee Title
JP4800029B2 (en) * 2005-12-27 2011-10-26 隆雄 伊豆丸 Door for evacuation in case of earthquake disaster
JP6358654B2 (en) * 2014-06-14 2018-07-18 大成建設株式会社 Door structure

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