JPH08260823A - Construction for imparting seismic function to existing door frame - Google Patents

Construction for imparting seismic function to existing door frame

Info

Publication number
JPH08260823A
JPH08260823A JP9449195A JP9449195A JPH08260823A JP H08260823 A JPH08260823 A JP H08260823A JP 9449195 A JP9449195 A JP 9449195A JP 9449195 A JP9449195 A JP 9449195A JP H08260823 A JPH08260823 A JP H08260823A
Authority
JP
Japan
Prior art keywords
door
frame
vertical frame
hanging
end side
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
JP9449195A
Other languages
Japanese (ja)
Other versions
JP2756930B2 (en
Inventor
Shigeru Noguchi
茂 野口
Kenzo Yoshikawa
健三 吉川
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.)
KINKI KOGYO
KINKI KOGYO KK
Original Assignee
KINKI KOGYO
KINKI KOGYO KK
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 KINKI KOGYO, KINKI KOGYO KK filed Critical KINKI KOGYO
Priority to JP7094491A priority Critical patent/JP2756930B2/en
Publication of JPH08260823A publication Critical patent/JPH08260823A/en
Application granted granted Critical
Publication of JP2756930B2 publication Critical patent/JP2756930B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Abstract

PURPOSE: To impart seismic function to a normal door frame without changing the fitted door frame. CONSTITUTION: Seismic function is imparted to the existing door frame formed by fitting door stop side jamb 40, hanging side jamb 30, head and sill to a skeleton, and the door stop side jamb is equipped with the surface 41 opposed to the door stop side end face, the hanging side surface 42 formed in parallel with the surface 41 and the outside surface 44 formed in the opening direction of the door. A seismic auxiliary frame 70 equipped with a groove having a U-shaped section opened in the opening direction of the door is mounted to the hanging side surface, and an air-tight packing 80 is provided to the U-shaped groove. The door is so set that required clearance X2 is made from the opposed surface and that the door is brought into contact with the air-tight packing in a closing state. A door stop piece 58 overlapped with the outside surface of the door stop side jamb in a closing state in the door stop side end of the door is projected from the outside 56 of the opening side of the door to the door stop side and is formed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、溶接やモルタル作業
等が施されて、既に躯体に建込まれてなる玄関ドアや非
難用ドア等の既設ドアに適用され、通常のドア枠に耐震
性能を付与する「既設ドア枠への耐震性能付与構造」に
関するものである。
BACKGROUND OF THE INVENTION This invention is applied to existing doors such as entrance doors and evacuation doors that have already been built in the frame after welding and mortar work, etc. It is related to "structure for imparting seismic performance to existing door frames".

【0002】[0002]

【従来の技術】図9と図10はドアの戸先部を示す横断
面図であり、図9は通常のドア及びドア枠を示し、図1
0は耐震専用のドア及びドア枠を示している。図9に示
すように、通常のドア枠(ここでは、戸先側縦枠)40
の場合は、ドア50Aの戸先側端面54と、その戸先側
端面54と対向する戸先側縦枠40の対向面41との間
のクリアランスを示すX1の寸法が3mmとされると共
に、ドア50Aの戸先側端面54と、戸先側縦枠40の
最も吊元側(内側)に位置する吊元側面42との間の寸
法を示すY1の寸法が12mmとされてなる。これに対
して、耐震用ドアの場合は、図10に示すように、X2
の寸法が13mmで、Y2の寸法が12mmとされてお
り、Xの寸法を通常のドア枠の場合よりも広くすること
によって耐震性能を確保している。このように、ドア5
0Aに耐震性能を付与するには、ドア50Aの戸先側端
面54と戸先側縦枠40との間等に所要のクリアランス
を確保する必要があり、このためには、従来、図10に
示すような耐震専用のドア枠を設置するしかなかった。
2. Description of the Related Art FIGS. 9 and 10 are cross-sectional views showing a door end portion of a door. FIG. 9 shows an ordinary door and a door frame, and FIG.
0 indicates a seismic-resistant door and door frame. As shown in FIG. 9, a normal door frame (here, a door-front side vertical frame) 40
In the case of, the dimension of X1 indicating the clearance between the door end side end surface 54 of the door 50A and the facing surface 41 of the door end side vertical frame 40 facing the door end side end surface 54 is set to 3 mm, and The dimension of Y1 indicating the dimension between the door end side end surface 54 of the door 50A and the hanging base side surface 42 located closest to the hanging base side (inner side) of the door front side vertical frame 40 is set to 12 mm. On the other hand, in the case of a seismic door, as shown in FIG.
The size is 13 mm and the size of Y2 is 12 mm, and the seismic performance is secured by making the size of X wider than that of a normal door frame. Thus, the door 5
In order to impart seismic resistance to 0A, it is necessary to secure a required clearance between the door end side end surface 54 of the door 50A and the door end side vertical frame 40, and for this purpose, as shown in FIG. There was no choice but to install a seismic resistant door frame as shown.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
方法では、耐震専用ではない一般的なドア枠40がすで
に建込まれている場合には、既設のドア枠を躯体から取
り外して、耐震専用のドア枠に交換する必要があった。
この交換作業は、ドア枠を躯体に強固に接合しているモ
ルタルやアンカー等を削って既設ドア枠を取り外す作業
を必要とするだけでなく、既設ドア枠を除去した後に耐
震ドア枠を設置する作業をも必要とするため、コストが
非常に高くなってしまうだけでなく、工事期間も長くな
ってしまうという問題があった。ところで、図11に示
すように、単にクリアランスXを大きくして、通常のド
ア枠40に耐震性能を付与した場合には、Y3の寸法が
小さくなり、ドア50Bと気密パッキン80とが接触せ
ずに、結果として矢符で示すように、室内外が貫通して
しまうという問題があった。この発明は、これらの課題
を解決するためになされたものである。
However, according to the conventional method, when a general door frame 40 that is not dedicated to earthquake resistance is already installed, the existing door frame is removed from the frame and the earthquake resistant dedicated door frame is removed. I had to replace it with a door frame.
This replacement work not only requires the work to remove the existing door frame by scraping off the mortar and anchors that firmly join the door frame to the frame, but also installs the earthquake-resistant door frame after removing the existing door frame. Since it also requires work, there is a problem that not only the cost becomes very high, but also the construction period becomes long. By the way, as shown in FIG. 11, when the clearance X is simply increased to provide the normal door frame 40 with earthquake resistance, the dimension of Y3 becomes small, and the door 50B and the airtight packing 80 do not come into contact with each other. In addition, as a result, there is a problem that the inside and outside penetrates as shown by the arrow. The present invention has been made to solve these problems.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するた
め、請求項1に係る既設ドア枠への耐震性能付与構造
は、戸先側縦枠40、吊元側縦枠30、上枠10、及び
下枠20が躯体に建込まれてなる既設ドア枠に適用さ
れ、前記既設の戸先側縦枠40は、閉塞状態のドア50
の戸先側端面54に対向する対向面41と、この対向面
41に平行してやや吊元側に形成された吊元側面42
と、ドア50の開放方向(OUT)で前記対向面41と
垂直に形成された外側面44とを備えており、ドア50
の開放方向(OUT)に開口する断面コ字形状溝73を
備える耐震補助枠70が、前記吊元側面42に取り付け
られ、前記コ字形状溝73には、弾性材料からなる気密
パッキン80が装着され、前記吊元側縦枠30に回動自
在に取り付けられるドア50は、前記対向面41から所
要のクリアランスX2が空けられ、且つ、閉塞状態で前
記気密パッキン80に当接されるよう設置され、前記ド
ア50の戸先側端部55に、閉塞状態で前記戸先側縦枠
40の外側面44と重合される戸当り片58が、ドア5
0の開放側の外面56から戸先側に突出形成されてなる
ことを特徴としている。また、請求項2に係る発明は、
上記構成に加えて、前記耐震補助枠70は、板材が断面
略矩形状に屈曲して形成されてなると共に、ドア50の
開放方向(OUT)に突出して折り返される突出折返部
72を有しており、この突出折返部72と前記吊元側面
42とで前記コ字形状溝73を形成してなることを特徴
としている。
In order to solve the above problems, the structure for imparting seismic performance to an existing door frame according to claim 1 is a door end side vertical frame 40, a suspension side vertical frame 30, an upper frame 10, And the lower frame 20 is applied to an existing door frame constructed by being built in a frame, and the existing vertical frame 40 on the door-end side is a closed door 50.
A facing surface 41 facing the door end side end surface 54 of the above, and a hanging base side surface 42 formed in parallel with the facing surface 41 and slightly on the hanging base side.
And an outer surface 44 formed perpendicular to the facing surface 41 in the opening direction (OUT) of the door 50.
Of the earthquake-proof auxiliary frame 70 having a U-shaped groove 73 in cross section opening in the opening direction (OUT) is attached to the hanging side surface 42, and an airtight packing 80 made of an elastic material is attached to the U-shaped groove 73. The door 50 that is rotatably attached to the suspension-side vertical frame 30 is installed such that a required clearance X2 is opened from the facing surface 41 and that the door 50 contacts the airtight packing 80 in a closed state. At the door end side end portion 55 of the door 50, there is provided a door contact piece 58 which is overlapped with the outer surface 44 of the door end side vertical frame 40 in the closed state.
It is characterized in that it is formed so as to project from the outer surface 56 on the open side of 0 to the door end side. The invention according to claim 2 is
In addition to the above configuration, the earthquake-resistant auxiliary frame 70 is formed by bending a plate material into a substantially rectangular cross section, and has a projecting folding-back portion 72 projecting and folding back in the opening direction (OUT) of the door 50. It is characterized in that the U-shaped groove 73 is formed by the projecting folded-back portion 72 and the hanging side surface 42.

【0005】さらに、請求項3に係る発明は、躯体に建
込まれ、ドア50の開放方向(OUT)に開口する断面
コ字形状の気密パッキン装着溝13,23,33,43
が形成されると共に、この気密パッキン装着溝13,2
3,33,43に弾性材料からなる気密パッキン80が
装着されてなる既設ドア枠10,20,30,40に適
用され、この既設ドア枠10,20,30,40の内周
部に沿って、前記気密パッキン装着溝13,23,3
3,43に平行してコ字形状溝73を形成する耐震補助
枠70が設けられ、各コ字形状溝73に、弾性材料から
なる気密パッキン80が装着され、前記吊元側縦枠30
に回動自在に取り付けられるドア50は、前記ドア50
の各側端面51,52,53,54と対向するドア枠1
0,20,30,40の各対向面11,21,31,4
1から所要のクリアランスが空けられ、且つ、閉塞状態
で前記各気密パッキン80に当接されるよう設置され、
前記ドア50の戸先側端部55に、閉塞状態で前記戸先
側縦枠40の外側面44と重合される戸当り片58が、
ドア50の開放側の外面56から戸先側に突出形成され
てなることを特徴とする既設ドア枠への耐震性能付与構
造である。
Further, in the invention according to claim 3, the airtight packing mounting grooves 13, 23, 33, 43 which are built in the skeleton and open in the opening direction (OUT) of the door 50 are U-shaped in cross section.
And the airtight packing mounting grooves 13 and 2 are formed.
It is applied to an existing door frame 10, 20, 30, 40 in which an airtight packing 80 made of an elastic material is attached to 3, 33, 43, and along the inner peripheral portion of the existing door frame 10, 20, 30, 40. , The airtight packing mounting groove 13, 23, 3
An earthquake-resistant auxiliary frame 70 forming a U-shaped groove 73 is provided in parallel with 3, 43, and an airtight packing 80 made of an elastic material is attached to each U-shaped groove 73.
The door 50 rotatably attached to the
Door frame 1 facing each side end surface 51, 52, 53, 54 of
0, 20, 30, 40 facing surfaces 11, 21, 31, 4
1 is provided with a required clearance, and is installed so as to abut on each of the airtight packings 80 in a closed state,
At the door end side end portion 55 of the door 50, a door contact piece 58 that is overlapped with the outer surface 44 of the door end side vertical frame 40 in a closed state,
The structure for imparting seismic performance to an existing door frame is characterized in that it is formed so as to project from the outer surface 56 on the open side of the door 50 to the door tip side.

【0006】請求項4に係る発明は、上記請求項1から
請求項3までのいずれか一つに記載の構成に加えて、前
記ドア50の戸先側端面54に、戸先側に突出するラッ
チ又はデッドボルト等からなる突出片59が設けられ、
前記戸先側縦枠40の対向面41に、前記突出片59が
突入される係合穴134を形成された錠受金130が設
けられ、この錠受金130は、前記係合穴134を形成
された中央部131が吊元側に起曲して形成されると共
に、上下両端部133に形成された上下方向に長い取付
用長穴135に挿通される取付ネジ150によってドア
枠40に保持されてなることを特徴とする既設ドア枠へ
の耐震性能付与構造である。請求項5に係る発明は、上
記請求項4に記載の構成に加えて、前記戸先側縦枠40
の対向面41に形成された略矩形状の錠受穴46に、こ
の錠受穴46よりやや小さい矩形穴111を形成された
板状の錠受板110が設けられ、この錠受板110の矩
形穴111に、吊元側が縦断面台形状に形成され、且つ
吊元側に開口した箱形状の受穴部材120が装着され、
前記錠受金130は、前記受穴部材120の台形部12
1と適合する大きさの台形状に起曲されてなると共に、
係合穴134の左右両縁部に屈曲片136を戸先側に屈
曲形成されてなり、この屈曲片136が前記受穴部材1
20の開口端縁に係合されると共に、前記取付ネジ15
0が前記錠受板110を介して戸先側縦枠40の対向面
41に螺合されてなることを特徴とする既設ドア枠への
耐震性能付与構造である。
In addition to the structure according to any one of claims 1 to 3, the invention according to claim 4 projects toward the door tip side from the door tip side end surface 54 of the door 50. A protruding piece 59 made of a latch or dead bolt is provided,
A lock receiving member 130 having an engaging hole 134 into which the protruding piece 59 is inserted is provided on the facing surface 41 of the door-end side vertical frame 40. The lock receiving member 130 has the engaging hole 134. The formed central part 131 is bent to the hanging side, and is held on the door frame 40 by the mounting screws 150 that are inserted into the vertically elongated slots 135 formed in the upper and lower end parts 133. It is a structure that imparts seismic performance to the existing door frame. According to a fifth aspect of the invention, in addition to the configuration of the fourth aspect, the door-end side vertical frame 40
A plate-shaped lock receiving plate 110 having a rectangular hole 111 that is slightly smaller than the lock receiving hole 46 is provided in a substantially rectangular lock receiving hole 46 formed on the facing surface 41 of the lock receiving plate 110. A box-shaped receiving hole member 120 having a trapezoidal vertical cross section on the hanging side and having an opening on the hanging side is attached to the rectangular hole 111.
The lock money 130 is the trapezoidal portion 12 of the hole receiving member 120.
In addition to being bent into a trapezoid of a size compatible with 1,
Bending pieces 136 are formed at the left and right edges of the engaging hole 134 so as to be bent toward the door end side, and the bending pieces 136 are formed in the receiving hole member 1.
20 is engaged with the opening edge of the
0 is screwed to the facing surface 41 of the door-end side vertical frame 40 via the lock receiving plate 110, which is a structure for imparting seismic performance to an existing door frame.

【0007】なお、上記各構成において、所要のクリア
ランスとは、ドア50が閉められた状態でドア50の側
端面51.52,53,54と対向するドア枠10,2
0,30,40の対向面11,21,31,41と、前
記ドア50の側端面51.52,53,54との間に、
耐震性能を確保することが出来る程度の空間が空けられ
ていることを示し、例えばドア50の戸先側端面54と
戸先側縦枠40の対向面41との間では、図3において
X2で示すような13mm程度を空けられてなる。
In each of the above constructions, the required clearance means the door frame 10, 2 facing the side end surface 51.52, 53, 54 of the door 50 when the door 50 is closed.
Between the facing surfaces 11, 21, 31, 41 of 0, 30, 40 and the side end surfaces 51.52, 53, 54 of the door 50,
It is shown that a space is ensured so that seismic performance can be secured. For example, between the door end side end surface 54 of the door 50 and the facing surface 41 of the door end side vertical frame 40, X2 in FIG. The space is about 13 mm as shown.

【0008】[0008]

【作用】この発明の耐震性能付与構造は、図9に示すよ
うな耐震専用ではない通常のドア枠10,20,30,
40が既に建込まれている場合に、この既設ドア枠1
0,20,30,40に耐震性能を付与する際に使用さ
れる。既設ドア枠10,20,30,40への耐震性能
の付与は、ドア枠10,20,30,40の内、少なく
とも戸先側縦枠40の内側に断面コ字形状溝73を形成
し、このコ字形状溝73に弾性材料からなる気密パッキ
ン80を装着することにより行われる。よって、既に建
込まれているドア枠10,20,30,40を躯体から
取り外して耐震専用のドア枠に付け替える必要がなく、
既設のドア枠10,20,30,40に容易に耐震性能
を付与することができる。
The structure for imparting seismic performance of the present invention is provided with a normal door frame 10, 20, 30, which is not dedicated for seismic resistance as shown in FIG.
If 40 is already installed, this existing door frame 1
It is used to add seismic resistance to 0, 20, 30, 40. The seismic resistance is given to the existing door frames 10, 20, 30, 40 by forming a U-shaped groove 73 in cross section at least inside the door-side vertical frame 40 among the door frames 10, 20, 30, 40, This is done by mounting an airtight packing 80 made of an elastic material in the U-shaped groove 73. Therefore, it is not necessary to remove the already installed door frames 10, 20, 30, 40 from the body and replace them with a seismic-resistant door frame.
It is possible to easily add seismic resistance to the existing door frames 10, 20, 30, 40.

【0009】また、吊元側縦枠30に回動自在に設けら
れるドア50が、戸先側縦枠40の対向面41から所要
のクリアランスX2を空けて設けられることにより、耐
震性能が確保される。さらに、このドア50は、気密パ
ッキン80に当接して閉められるように設けられてなる
ので、ドア50を閉めた状態において室内外を空気が貫
通してしまうおそれがなく、気密性を確保することがで
きる。また、戸先側縦枠40のみならず、吊元側縦枠3
0、上枠10、下枠20にもそれらの内側に耐震補助枠
70を設けて、そのコ字形状溝73に気密パッキン80
を装着する構成とすれば、非気密枠を気密枠とすること
ができる。
Further, since the door 50 rotatably provided on the hanging-side vertical frame 30 is provided with a required clearance X2 from the facing surface 41 of the door-end vertical frame 40, seismic performance is ensured. It Further, since the door 50 is provided so as to be brought into contact with the airtight packing 80 so as to be closed, there is no possibility that air will penetrate inside and outside the door 50 with the door 50 closed, and airtightness can be ensured. You can In addition to the door end side vertical frame 40, the hanging side vertical frame 3
0, the upper frame 10, and the lower frame 20 are also provided with the earthquake-resistant auxiliary frame 70 inside them, and the U-shaped groove 73 is provided with the airtight packing 80.
If the structure is mounted, the non-airtight frame can be used as the airtight frame.

【0010】戸先側縦枠40の対向面41に錠受金13
0を設けた場合には、通常の使用時には、その係合穴1
34にラッチやデッドボルト等の突出片59が突入され
ることによって、ドア50を施錠したりすることができ
る。しかも、この錠受金130は、その上下両端部13
3に形成された上下方向に長い取付用長穴135に取付
ネジ150が挿通されることによって戸先側縦枠40に
設けられてなるので、地震が発生してドア枠40とドア
50との隙間が狭まった場合には、錠受金130の起曲
された中央部131がドア50の戸先側端面54と接触
して、錠受金130が取付用長穴135にそって上下に
スライドしながら吊元側に押し潰されることとなり、ド
ア50の開放を容易に行うことができる。
A lock metal 13 is provided on the facing surface 41 of the vertical frame 40 on the door end side.
When 0 is provided, the engaging hole 1 is normally used.
The door 50 can be locked by inserting a protruding piece 59 such as a latch or a dead bolt into the 34. Moreover, the lock money 130 has upper and lower end portions 13 thereof.
Since the mounting screws 150 are inserted into the vertically elongated mounting holes 135 formed in 3 to provide the door end side vertical frame 40, an earthquake occurs and the door frame 40 and the door 50 are separated from each other. When the gap is narrowed, the bent central portion 131 of the lock receiving piece 130 comes into contact with the door end side end surface 54 of the door 50, and the lock receiving piece 130 slides up and down along the mounting long hole 135. However, the door 50 is crushed toward the suspension base, and the door 50 can be easily opened.

【0011】[0011]

【実施例】以下、この発明の「既設ドア枠への耐震性能
付与構造」について、さらに詳細に説明する。図1と図
2は、この発明の耐震性能付与構造の一実施例が適用さ
れたドア50及びドア枠10,20,30,40を示す
縦断面図と横断面図である。これらの図に示すように、
この実施例の耐震性能付与構造は、既設のドア枠10,
20,30,40の戸先側縦枠40に耐震補助枠70が
設けられてなる。既設ドア枠10,20,30,40
は、ドア50の上下を受容する上枠10と下枠20、及
びドア50の左右を受容する吊元側縦枠30と戸先側縦
枠40とからなる。そして、図2に示すように、吊元側
縦枠30に、ドア50が蝶番60を介して回動可能に設
けられている。なお、この実施例のドア50は、室外側
(OUT)に開く外開ドアとされている。この実施例の
既設ドア枠10,20,30,40は、それぞれ、ほぼ
同一断面形状に屈曲形成されてなるが、下枠20のみ、
上下方向寸法が上枠10等に比べてやや小さく形成され
てなる。
[Embodiments] The "structure for imparting seismic performance to an existing door frame" of the present invention will be described in more detail below. 1 and 2 are a longitudinal sectional view and a lateral sectional view showing a door 50 and door frames 10, 20, 30, 40 to which an embodiment of the structure for imparting earthquake resistance of the present invention is applied. As shown in these figures,
The seismic performance imparting structure of this embodiment is the same as the existing door frame 10,
An earthquake-resistant auxiliary frame 70 is provided on the door-end side vertical frame 40 of 20, 30, 40. Existing door frame 10, 20, 30, 40
Is composed of an upper frame 10 and a lower frame 20 that receive the upper and lower sides of the door 50, and a hanging-side vertical frame 30 and a door-side vertical frame 40 that receive the left and right sides of the door 50. Then, as shown in FIG. 2, a door 50 is rotatably provided on the hanging-side vertical frame 30 via a hinge 60. The door 50 of this embodiment is an open door that opens to the outside (OUT). The existing door frames 10, 20, 30, 40 of this embodiment are each formed by bending to have substantially the same sectional shape, but only the lower frame 20 is
The vertical dimension is slightly smaller than that of the upper frame 10 and the like.

【0012】上枠10はドア50の上部に平行に設けら
れ、室外側(OUT)の下部に、ドア50が閉められた
状態においてドア50の上端面51と対向する対向面1
1を形成されてなると共に、室内側(IN)の下部に、
前記対向面11よりもやや下方で前記対向面11と平行
する下側面12が形成されてなり、この下側面12と対
向面11との間に室外側(OUT)に開口した断面コ字
形状の気密パッキン装着溝13が形成されてなる。下枠
20はドア50の下部に平行に設けられ、室外側(OU
T)の上部に、ドア50が閉められた状態においてドア
50の下端面52と対向する対向面21を形成されてな
ると共に、室内側(IN)の上部に、前記対向面21よ
りもやや上方で前記対向面21と平行する上側面22が
形成されてなり、この上側面22と対向面21との間に
室外側(OUT)に開口した断面コ字形状の気密パッキ
ン装着溝23が形成されてなる。
The upper frame 10 is provided in parallel with the upper part of the door 50, and at the lower part of the outdoor side (OUT), the facing surface 1 facing the upper end surface 51 of the door 50 when the door 50 is closed.
1 is formed, and at the bottom of the indoor side (IN),
A lower side surface 12 that is parallel to the facing surface 11 is formed slightly below the facing surface 11, and has a U-shaped cross section that is open to the outside (OUT) between the lower side surface 12 and the facing surface 11. The airtight packing mounting groove 13 is formed. The lower frame 20 is provided parallel to the lower part of the door 50 and is located outside the room (OU
In the upper part of T), the facing surface 21 facing the lower end surface 52 of the door 50 in the closed state of the door 50 is formed, and in the upper part of the indoor side (IN), slightly above the facing surface 21. An upper side surface 22 parallel to the facing surface 21 is formed, and between the upper side surface 22 and the facing surface 21, an airtight packing mounting groove 23 having a U-shaped cross section opened to the outside (OUT) is formed. It becomes.

【0013】吊元側縦枠30はドア50の吊元部で垂直
方向に設けられ、室外側(OUT)の戸先側に、ドア5
0が閉められた状態においてドア50の吊元側端面53
と対向する対向面31を形成されてなると共に、室内側
(IN)の戸先側に、前記対向面31よりもやや戸先側
で前記対向面31と平行する戸先側面32が形成されて
なり、この戸先側面32と対向面31との間に室外側
(OUT)に開口した断面コ字形状の気密パッキン装着
溝33が形成されてなる。戸先側縦枠40はドア50の
戸先側で垂直方向に設けられ、室外側(OUT)の吊元
側に、ドア50が閉められた状態においてドア50の戸
先側端面54と対向する対向面41を形成されてなると
共に、室内側(IN)の吊元側に、前記対向面41より
もやや吊元側で前記対向面41と平行する吊元側面42
が形成されてなり、この吊元側面42と対向面41との
間に室外側(OUT)に開口した断面コ字形状の気密パ
ッキン装着溝43が形成されてなる。
The hanging-side vertical frame 30 is provided vertically at a hanging portion of the door 50, and the door 5 is provided at the door end side on the outdoor side (OUT).
In the state in which 0 is closed, the end surface 53 of the door 50 on the hanging side
A facing surface 31 that is opposed to the facing surface 31, and a door-end side surface 32 that is parallel to the facing surface 31 is formed on the indoor side (IN) door-end side and slightly closer to the door-end side than the facing surface 31. Thus, an airtight packing mounting groove 33 having a U-shaped cross-section that is open to the outside (OUT) is formed between the door end side surface 32 and the facing surface 31. The door-end side vertical frame 40 is provided vertically on the door-end side of the door 50, and faces the door-end side end surface 54 of the door 50 on the hanging side of the outdoor side (OUT) when the door 50 is closed. The facing surface 41 is formed, and on the hanging side of the indoor side (IN), the hanging side surface 42 that is parallel to the facing surface 41 slightly on the hanging side of the facing surface 41.
Is formed, and an airtight packing mounting groove 43 having a U-shaped cross section opened to the outside (OUT) is formed between the hanging side surface 42 and the facing surface 41.

【0014】各枠の気密パッキン装着溝13,23,3
3,43には、それぞれ、クロロプレンゴム等からなる
気密パッキン80が装着されており、ドア50が閉めら
れた状態において、ドア50の室内側(IN)の裏面板
57に当接することによって気密性を保っている。そし
て、戸先側縦枠40の吊元側面42に、上下方向に延在
する耐震補助枠70が設けられて、この発明の耐震性能
付与構造が適用されている。
Airtight packing mounting grooves 13, 23, 3 of each frame
An airtight packing 80 made of chloroprene rubber or the like is attached to each of the parts 3 and 43. When the door 50 is closed, the airtightness is obtained by abutting against the back plate 57 on the indoor side (IN) of the door 50. Is kept. Then, an earthquake-resistant auxiliary frame 70 extending in the up-down direction is provided on the hanging side surface 42 of the door-side vertical frame 40, and the earthquake-resistant performance imparting structure of the present invention is applied.

【0015】図3は、図2における戸先側を示した横断
面図であり、図4は、ドア枠の戸先側を示す横断面斜視
図である。この実施例の耐震補助枠70は、金属板が略
矩形状に屈曲形成されてなり、その開放両端部が互いに
近接する方向に屈曲されて戸先側縦枠40の吊元側面4
2への当接部74を形成されてなる。また、耐震補助枠
70の吊元側端面71の室外側(OUT)の屈曲部は、
室外側(OUT)に突出された後、室内側(IN)に折
り返されて板状の突出折返部72が形成されている。こ
の耐震補助枠70は、その当接部74を戸先側縦枠40
の吊元側面42に当接した状態で、止めネジ90又は溶
接によって戸先側縦枠40に設けられる。耐震補助枠7
0を止めネジ90で戸先側縦枠40に設けるには、図2
等に示すように、上下方向の数カ所において、止めネジ
90を耐震補助枠70の吊元側面71から当接部74間
の隙間を通して戸先側縦枠40の吊元側面42にネジ込
むことによって行われる。
FIG. 3 is a cross sectional view showing the door tip side in FIG. 2, and FIG. 4 is a cross sectional perspective view showing the door tip side of the door frame. The seismic resistant auxiliary frame 70 of this embodiment is formed by bending a metal plate into a substantially rectangular shape, and the open both ends thereof are bent in a direction in which they approach each other, so that the hanging-side surface 4 of the door-end side vertical frame 40 is bent.
The contact portion 74 to the second portion is formed. Further, the bent portion on the outdoor side (OUT) of the end surface 71 on the suspension side of the earthquake-resistant auxiliary frame 70 is
After being projected to the outdoor side (OUT), it is folded back to the indoor side (IN) to form a plate-shaped projecting folded-back portion 72. This seismic resistant auxiliary frame 70 has its abutting portion 74 at the door end side vertical frame 40.
It is provided on the door end side vertical frame 40 by a set screw 90 or by welding while being in contact with the suspension side surface 42. Earthquake-proof auxiliary frame 7
In order to install 0 on the door-end side vertical frame 40 with the set screw 90,
As shown in FIG. 6 and the like, by screwing the set screws 90 into the hanging side surface 42 of the door-side vertical frame 40 through the gap between the hanging side surface 71 of the earthquake-resistant auxiliary frame 70 and the abutting portion 74 at several positions in the vertical direction. Done.

【0016】耐震補助枠70が戸先側縦枠40に固定さ
れた状態では、その突出折返部72が戸先側縦枠40の
気密パッキン装着溝43を形成する吊元側端面42の突
出折返部45の突出寸法に等しい長さだけ室外側(OU
T)に突出されており、耐震補助枠70の突出折返部7
2と戸先側縦枠40の吊元側面42との間に、戸先側縦
枠40の気密パッキン装着溝43と等しい大きさのコ字
形状溝73が形成されることとなる。そして、このコ字
形状溝73には、気密パッキン80が装着されて使用さ
れる。なお、戸先側縦枠40の気密パッキン装着溝43
に装着されていた気密パッキン80は、図2等に示すよ
うに取り外してもよいし、装着したままでもよい。この
ようにして、既設ドア枠10,20,30,40に耐震
補助枠70を設置した後、既設のドアよりもやや小さい
ドア50を吊元側縦枠30に蝶番60によって回動自在
に設置する。
In the state where the earthquake-resistant auxiliary frame 70 is fixed to the door-end side vertical frame 40, the protruding fold-back portion 72 of the door-end side vertical frame 40 forms the airtight packing mounting groove 43 of the door-end side vertical frame 40. The outdoor side (OU) for a length equal to the projecting dimension of the portion 45
T) and the projecting folded-back portion 7 of the earthquake-resistant auxiliary frame 70.
A U-shaped groove 73 having a size equal to that of the airtight packing mounting groove 43 of the door-end side vertical frame 40 is formed between 2 and the hanging side surface 42 of the door-end side vertical frame 40. The airtight packing 80 is attached and used in the U-shaped groove 73. In addition, the airtight packing mounting groove 43 of the door-end side vertical frame 40
The airtight packing 80 that has been attached to the above may be removed as shown in FIG. 2 or the like, or may be left attached. In this way, after the seismic resistant auxiliary frame 70 is installed on the existing door frames 10, 20, 30, 40, the door 50, which is slightly smaller than the existing door, is rotatably installed on the hanging side vertical frame 30 by the hinge 60. To do.

【0017】この実施例のドア50は、図2に示すよう
に、その幅寸法Wが、通常のドアでは823mmである
ところ、813mmとされてなる。そして、ドア50の
戸先側端面54とその戸先側端面54と対向する対向面
41との間のクリアランスX2は、通常3mmであると
ころ、13mmとされてなり、耐震性能を確保してい
る。また、ドア50の戸先側端面54と耐震補助枠70
の吊元側面71との間の寸法Y4を17mmとすること
により、ドア50を閉めた状態では、ドア50の室内側
(IN)の裏面板57とコ字形状溝73に装着された気
密パッキン80とが確実に当接されて気密性や遮音性を
確保している。
As shown in FIG. 2, the door 50 of this embodiment has a width W of 813 mm, which is 823 mm in a normal door. The clearance X2 between the door end side end surface 54 of the door 50 and the facing surface 41 facing the door end side end surface 54 is usually 3 mm, but is 13 mm, which ensures seismic performance. . In addition, the front end face 54 of the door 50 and the earthquake-resistant auxiliary frame 70
The dimension Y4 between the suspension side surface 71 and the suspension side surface 71 is set to 17 mm, so that in the state where the door 50 is closed, the airtight packing mounted on the back plate 57 and the U-shaped groove 73 on the indoor side (IN) of the door 50. 80 is reliably brought into contact with each other to ensure airtightness and sound insulation.

【0018】さらに、ドア50の上端面51と上枠10
の対向面11との間の空間は、通常のドア50Aの場合
には図12のZ1で示すように3mmとされているが、
この実施例のドア50は、やや上下方向寸法を小さくし
て、図5のZ2で示すように6mmとして耐震性能を確
保している。なお、これと同様に、ドア50の下部や吊
元側部にも、通常のドアより若干隙間を広くしてもよ
い。このように隙間を若干広くした場合でも、図5に示
すように、ドア50の室内側の裏面板57と気密パッキ
ン80が当接されるので、気密性が損なわれることはな
い。また、ドア50の戸先側端部55の室外側(OU
T)には、戸先側に突出する戸当り片58が形成されて
なり、この戸当り片58は、ドア50を閉めた際には戸
先側縦枠40の室外側(OUT)の外側面44に重合さ
れる長さ寸法を有し、これによって、ドア50が不必要
に閉まる方向に回転することが防止される。しかも、ド
ア50を閉めた際には、ドア50の錠前部等を隠す役目
もする。
Further, the upper end surface 51 of the door 50 and the upper frame 10
In the case of the normal door 50A, the space between the facing surface 11 and 3 is 3 mm as shown by Z1 in FIG.
The door 50 of this embodiment has a slightly small vertical dimension, and has a seismic resistance of 6 mm as indicated by Z2 in FIG. Note that, similarly to this, a gap may be slightly widened in the lower portion of the door 50 and the suspension base side portion as compared with a normal door. Even when the gap is slightly widened in this way, as shown in FIG. 5, since the back plate 57 on the indoor side of the door 50 and the airtight packing 80 are in contact with each other, the airtightness is not impaired. Further, the outdoor side of the door-end side end portion 55 of the door 50 (OU
In T), a door-contact piece 58 protruding toward the door tip side is formed. The door-contact piece 58 is located outside the outdoor side (OUT) of the door-end side vertical frame 40 when the door 50 is closed. It has a length dimension that overlaps the side surface 44, which prevents the door 50 from unnecessarily rotating in the closing direction. Moreover, when the door 50 is closed, it also serves to hide the lock portion of the door 50.

【0019】なお、上記したドア50には、錠前を内蔵
することが可能である。この場合、ドア50の戸先側端
面54に、ラッチやデッドボルト等の突出片59を戸先
側に突出して設ける。これらの突出片59は、ドア50
の戸先側に設けられたノブやレバーハンドルや錠前等を
操作することによって吊元側に押し込むことが可能なも
のである。そして、突出片59を設けた場合には、既設
の錠受に変えて、戸先側縦枠40に、図7に示すような
錠受100を設置することが好適である。図7は、図6
に示す戸先側縦枠40の対向面41に錠受100を設置
した状態を示す斜視分解図であり、室外側(OUT)か
ら見た状態を示している。また、図8は、この錠受10
0を戸先側縦枠40に取り付けた状態を示す縦断面図で
ある。この図に示すように、錠受100は、突出片59
が設けられた高さに対応して、戸先側縦枠40の対向面
41に形成された矩形状の錠受穴46に設けられ、錠受
穴46をカバーする錠受板110と、この錠受板110
に装着される受穴部材120と、この受穴部材120を
カバーする錠受金130とからなる。
A lock can be built in the door 50 described above. In this case, a projecting piece 59 such as a latch or a dead bolt is provided on the door end side end surface 54 of the door 50 so as to project toward the door end. These protruding pieces 59 are attached to the door 50.
It can be pushed into the hanging side by operating a knob, a lever handle, a lock or the like provided on the door end side. When the projecting piece 59 is provided, it is preferable to install the lock 100 as shown in FIG. 7 on the door-side vertical frame 40 instead of the existing lock. FIG. 7 shows FIG.
FIG. 4 is a perspective exploded view showing a state in which the lock 100 is installed on the facing surface 41 of the door-end side vertical frame 40 shown in FIG. 1, and is a state viewed from the outside (OUT). Further, FIG. 8 shows this lock receiver 10.
It is a longitudinal cross-sectional view which shows the state which attached 0 to the door-end side vertical frame 40. As shown in this figure, the lock tray 100 includes a protruding piece 59.
The lock receiving plate 110 provided in the rectangular lock receiving hole 46 formed on the facing surface 41 of the door-end side vertical frame 40 corresponding to the height at which the lock receiving plate 110 is provided, and the lock receiving plate 110 for covering the lock receiving hole 46, Lock receiving plate 110
The receiving hole member 120 is attached to the receiving hole member 120, and the lock receiving member 130 that covers the receiving hole member 120.

【0020】錠受板110は、金属板からなり、中央部
に戸先側縦枠40の錠受穴46よりもやや小さい矩形穴
111を形成されてなり、上下両端部にネジ挿通穴11
2が形成されてなる。また、錠受板110の中央部の室
外側は、戸先側に垂直に屈曲された屈曲部113を形成
されており、剛性を強化している。受穴部材120は、
プラスチック材料等からなり、錠受板110の矩形穴1
11に適合する大きさに形成され、吊元側が上下方向に
突出形成されると共に、その左右両側面が台形状に形成
された台形部121を有している。また、受穴部材12
0には、吊元側に開口した矩形穴122を形成されてな
る。錠受金130は、金属板からなり、中央部131が
受穴部材120の台形部121と適合する大きさの台形
状に、吊元側に起曲されてなると共に、その中央部13
1に矩形状の係合穴134を形成されてなる。また、中
央部131に傾斜面132を介して連続する上下両端部
133には、上下方向に長い取付用長穴135が形成さ
れてなる。
The lock receiving plate 110 is made of a metal plate, and has a rectangular hole 111 formed in the central portion thereof, which is slightly smaller than the lock receiving hole 46 of the door-side vertical frame 40, and has screw insertion holes 11 at both upper and lower ends.
2 is formed. In addition, a bent portion 113 that is bent perpendicularly to the door tip side is formed on the outdoor side of the central portion of the lock receiving plate 110 to enhance rigidity. The receiving hole member 120 is
A rectangular hole 1 made of a plastic material or the like in the lock receiving plate 110
11 has a trapezoidal portion 121 that is formed in a size that fits in 11, and has a hanging side projecting in the vertical direction and both left and right side surfaces thereof having a trapezoidal shape. Also, the receiving hole member 12
0 is formed with a rectangular hole 122 opened to the suspension base side. The lock receiving plate 130 is made of a metal plate, and has a central portion 131 bent into a trapezoidal shape having a size matching the trapezoidal portion 121 of the receiving hole member 120, and the central portion 13 thereof.
1 has a rectangular engaging hole 134 formed therein. Further, the upper and lower end portions 133 which are continuous with the central portion 131 via the inclined surface 132 are formed with elongated mounting holes 135 in the vertical direction.

【0021】そして、この錠受100を戸先側縦枠40
に取り付けるには、戸先側縦枠40の錠受穴46に錠受
板110をその矩形穴111に対応させて位置させ、錠
受板110の矩形穴111に受穴部材120の箱状の基
端部123を挿入して装着し、その受穴部材120の開
口部122に、錠受金130の係合穴134の左右両縁
部が戸先側に屈曲形成されてなる屈曲片136を係合し
た状態で、取付ネジ150を錠受金130の取付用長穴
135から錠受板110のネジ挿通穴112を挿通させ
て戸先側縦枠40の対向面41に形成されたネジ穴47
にネジ込むことにより設置される。この際、錠受金13
0の上下両端部に形成された取付用長穴135は上下方
向に長く形成されてなるので、位置決めを容易に行うこ
とができる。なお、図7において、140は、取付ネジ
150に挿通される座金である。ドア50に突出片59
を設けた場合に、このような錠受100を戸先側縦枠4
0に設置しておけば、ドア50の戸先側端面54と戸先
側縦枠40の対向面41との間のクリアランスが大きい
場合でも、錠受金130の中央部131が吊元側に起曲
されてなることにより、ドア50の突出片59を錠受金
130の係合穴134を介して受穴部材120の開口部
122に突入させることによりドア50を施錠すること
ができる。
Then, the lock 100 is attached to the vertical frame 40 on the door end side.
The lock receiving plate 110 is positioned in the lock receiving hole 46 of the door-side vertical frame 40 so as to correspond to the rectangular hole 111, and the rectangular hole 111 of the lock receiving plate 110 has a box shape of the receiving hole member 120. The base end portion 123 is inserted and mounted, and a bending piece 136 is formed in the opening 122 of the receiving hole member 120, in which both left and right edges of the engagement hole 134 of the lock receiving member 130 are bent and formed toward the door end side. In the engaged state, the mounting screw 150 is inserted into the screw insertion hole 112 of the lock receiving plate 110 through the mounting long hole 135 of the lock receiving member 130 to form a screw hole formed in the facing surface 41 of the door-end side vertical frame 40. 47
It is installed by screwing into. At this time, lock money 13
Since the mounting elongated holes 135 formed at both upper and lower end portions of 0 are formed to be long in the vertical direction, positioning can be easily performed. In addition, in FIG. 7, 140 is a washer inserted into the mounting screw 150. A protruding piece 59 on the door 50
When the lock is provided, the lock 100 is attached to the door-end side vertical frame 4
If it is installed at 0, even if the clearance between the door end side end surface 54 of the door 50 and the facing surface 41 of the door end side vertical frame 40 is large, the central portion 131 of the lock receiving 130 is on the hanging side. By being bent, the protruding piece 59 of the door 50 can be locked by causing the protruding piece 59 of the door 50 to project into the opening 122 of the receiving hole member 120 through the engagement hole 134 of the lock receiving member 130.

【0022】そして、ドア50の施錠状態において、地
震の発生等により、ドア50とドア枠40とのクリアラ
ンスが小さくなった場合には、ドア50の戸先側端面5
4が錠受金130の中央面131と接触することによっ
て、錠受金130の上下両端部133を上下にスライド
させることによって中央部131を戸先側に押し潰し、
これによってドア50の開放が困難になるという不都合
が回避される。中央部131が戸先側に押し潰される場
合には、錠受金130を固定している取付ネジ150が
上下両端部133に形成された上下方向に長い取付用長
穴135に挿通されていることによって、取付用長穴1
35と取付ネジ150との間の相対移動によって、錠受
金130が対向面41に重なり合うように潰れることと
なる。なお、受穴部材130は、薄肉のプラスチックに
よって形成されており、且つ、その開放部122に錠受
金130の係合穴134に形成された屈曲片136と係
合されて設けられているので、中央部131を押し潰す
付勢力が作用した場合には、破損されることになる。
In the locked state of the door 50, when the clearance between the door 50 and the door frame 40 becomes small due to the occurrence of an earthquake or the like, the front end surface 5 of the door 50 is closed.
When 4 touches the central surface 131 of the lock money 130, the upper and lower end portions 133 of the lock money 130 are slid up and down, thereby crushing the central portion 131 to the door end side,
This avoids the inconvenience of making the door 50 difficult to open. When the central portion 131 is crushed toward the door end side, the mounting screws 150 fixing the lock money 130 are inserted into the vertically long mounting slots 135 formed in the upper and lower end portions 133. By this, the long slot for mounting 1
The relative movement between the screw 35 and the mounting screw 150 causes the lock money 130 to be crushed so as to overlap the facing surface 41. The receiving hole member 130 is made of thin plastic, and is provided at the opening 122 thereof so as to be engaged with the bending piece 136 formed in the engaging hole 134 of the lock money 130. If the urging force that crushes the central portion 131 acts, it will be damaged.

【0023】なお、この発明の耐震性能付与構造は、上
記実施例の構成に限らず各種変更可能である。例えば、
上記実施例においては、耐震補助枠70を戸先側縦枠4
0にのみ取り付けた場合を示したが、耐震補助枠70を
戸先側縦枠40のみならず、吊元側縦枠30や上下の枠
10,20にも設置してもよく、非気密枠を気密枠とす
ることができる。この場合には、耐震補助枠70を戸先
側縦枠40に設置した場合と同様、耐震補助枠70をド
アの内周部に沿って設けるだけでよい。また、この発明
の耐震性能付与構造が適用される既設のドア枠10,2
0,30,40の断面形状や、耐震補助枠70の断面形
状は、上記実施例の構成に限らず適宜設計変更可能であ
り、例えば図6に示すように、既設の戸先側縦枠40の
断面形状が、対向面41と吊元側面42との間に室外側
に開口した気密パッキン装着溝43が形成されていない
ものであっても適用することができる。さらに、戸先側
縦枠40に設置する錠受100は、錠受板110と受穴
部材120と錠受金130との3つの部材からなる構成
に限らず、錠受板110と受穴部材120とを省略して
錠受金130のみからなる構成としてもよい。
The structure for imparting seismic performance of the present invention is not limited to the structure of the above-mentioned embodiment, and various modifications can be made. For example,
In the above embodiment, the seismic resistant auxiliary frame 70 is attached to the door end side vertical frame 4
Although the case where it is attached only to 0 is shown, the seismic resistant auxiliary frame 70 may be installed not only on the door end side vertical frame 40 but also on the hanging side vertical frame 30 and the upper and lower frames 10 and 20. Can be used as an airtight frame. In this case, similarly to the case where the earthquake-resistant auxiliary frame 70 is installed on the door-side vertical frame 40, the earthquake-resistant auxiliary frame 70 need only be provided along the inner peripheral portion of the door. In addition, the existing door frames 10, 2 to which the structure for imparting seismic performance of the present invention is applied
The cross-sectional shape of 0, 30, 40 and the cross-sectional shape of the seismic resistant auxiliary frame 70 are not limited to the configuration of the above-described embodiment and can be appropriately changed in design. For example, as shown in FIG. The present invention can be applied even if the cross-sectional shape of No. 1 does not have the airtight packing mounting groove 43 opened to the outside of the room between the facing surface 41 and the suspension side surface 42. Furthermore, the lock receiver 100 installed in the door-end side vertical frame 40 is not limited to the configuration including the three members of the lock receiving plate 110, the receiving hole member 120, and the lock receiving member 130, but the lock receiving plate 110 and the receiving hole member. It is also possible to omit 120 and to have only the lock money 130.

【0024】[0024]

【発明の効果】このように、この発明の耐震性能付与構
造によれば、耐震専用ではない一般的なドア枠10,2
0,30,40を取り外さずに、耐震ドアとすることが
できる。すなわち、既設のドア枠10,20,30,4
0を躯体から取り外して、耐震専用のドア枠に交換する
必要がなく、コストを低減することができるだけでな
く、工事期間も短くすることができる。
As described above, according to the structure for imparting earthquake resistance of the present invention, the general door frames 10 and 2 which are not dedicated to earthquake resistance are used.
Seismic doors can be made without removing 0, 30, and 40. That is, the existing door frames 10, 20, 30, 4
It is not necessary to remove 0 from the frame and replace it with a seismic-resistant door frame, which not only reduces costs, but also shortens the construction period.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の耐震性能付与構造の一実施例が適用
されたドアの縦断面図である。
FIG. 1 is a vertical cross-sectional view of a door to which an embodiment of the structure for imparting seismic performance of the present invention is applied.

【図2】この発明の耐震性能付与構造の一実施例が適用
されたドアの横断面図である。
FIG. 2 is a cross-sectional view of a door to which an embodiment of the structure for imparting seismic performance of the present invention is applied.

【図3】この発明の耐震性能付与構造の一実施例が適用
されたドアの戸先側を示す横断面図である。
FIG. 3 is a cross-sectional view showing a door tip side of a door to which an embodiment of the structure for imparting earthquake resistance of the present invention is applied.

【図4】この発明の耐震性能付与構造の一実施例が適用
されたドアの戸先側を示す横断面斜視図である。
FIG. 4 is a cross-sectional perspective view showing a door tip side of a door to which an embodiment of the seismic performance imparting structure of the present invention is applied.

【図5】この発明の耐震性能付与構造の一実施例が適用
されたドアの上部を示す縦断面図である。
FIG. 5 is a vertical cross-sectional view showing an upper portion of a door to which an embodiment of the structure for imparting seismic performance of the present invention is applied.

【図6】この発明の耐震性能付与構造の他の実施例が適
用されたドアの戸先側を示す横断面斜視図である。
FIG. 6 is a transverse cross-sectional perspective view showing a door tip side of a door to which another embodiment of the seismic performance imparting structure of the present invention is applied.

【図7】この発明の耐震性能付与構造の他の実施例が適
用されたドアの戸先側を示す斜視分解図であり、錠受を
示している。
FIG. 7 is a perspective exploded view showing a door end side of a door to which another embodiment of the seismic performance imparting structure of the present invention is applied, showing a lock holder.

【図8】この発明の耐震性能付与構造の他の実施例が適
用されたドアの戸先側を示す縦断面図であり、錠受を示
している。
FIG. 8 is a vertical cross-sectional view showing a door end side of a door to which another embodiment of the seismic performance imparting structure of the present invention is applied, showing a lock.

【図9】従来の耐震専用ではない一般的なドアの戸先側
を示す横断面図である。
FIG. 9 is a cross-sectional view showing a door end side of a general door that is not dedicated to conventional earthquake resistance.

【図10】従来の耐震専用ドアの戸先側を示す横断面図
である。
FIG. 10 is a cross-sectional view showing a door tip side of a conventional seismic-resistant door.

【図11】従来の耐震専用ではない一般的なドア枠に、
クリアランスを空けて耐震性能を付与した状態を示す横
断面図である。
[Fig. 11] For a general door frame that is not dedicated to conventional earthquake resistance,
It is a cross-sectional view showing a state in which a clearance is provided and seismic resistance is imparted.

【図12】従来の耐震専用ではない一般的なドアの上部
を示す縦断面図である。
FIG. 12 is a vertical cross-sectional view showing an upper portion of a general door that is not dedicated to conventional earthquake resistance.

【符号の説明】[Explanation of symbols]

10 上枠(既設ドア枠) 11 対向面 12 下側面 13 気密パッキン装着溝 20 下枠(既設ドア枠) 21 対向面 22 上側面 23 気密パッキン装着溝 30 吊元側縦枠(既設ドア枠) 31 対向面 32 戸先側面 33 気密パッキン装着溝 40 戸先側縦枠(既設ドア枠) 41 対向面 42 吊元側面 43 気密パッキン装着溝 44 外側面 45 突出折返部 46 錠受穴 50 ドア 51 上端面 52 下端面 53 吊元側端面 54 戸先側端面 55 戸先側端部 56 表面板 57 裏面板 58 戸当り片 59 突出片(ラッチ,デッドボルト等) 60 蝶番 70 耐震補助枠 71 吊元側面 72 突出折返部 73 コ字形状溝 74 当接部 80 気密パッキン 90 止めネジ 100 錠受 110 錠受板 111 矩形穴 120 受穴部材 121 台形部 122 開口 130 錠受金 131 中央部 133 上下両端部 134 係合穴 135 取付用長穴 136 屈曲片 150 取付ネジ 10 Upper Frame (Existing Door Frame) 11 Opposing Surface 12 Lower Side Surface 13 Airtight Packing Mounting Groove 20 Lower Frame (Existing Door Frame) 21 Opposing Surface 22 Upper Side Surface 23 Airtight Packing Mounting Groove 30 Suspended Side Vertical Frame (Existing Door Frame) 31 Opposing surface 32 Door end side surface 33 Airtight packing mounting groove 40 Door end side vertical frame (existing door frame) 41 Opposing surface 42 Suspension side surface 43 Airtight packing mounting groove 44 Outer side surface 45 Protruding folding portion 46 Lock receiving hole 50 Door 51 Upper end surface 52 Lower end surface 53 Suspension side end surface 54 Door end side end surface 55 Door end side end portion 56 Front plate 57 Back plate 58 Door contact piece 59 Projecting piece (latch, dead bolt, etc.) 60 Hinge 70 Seismic auxiliary frame 71 Suspension side surface 72 Protruding folded-back portion 73 U-shaped groove 74 Abutment portion 80 Airtight packing 90 Set screw 100 Lock receiving 110 Lock receiving plate 111 Rectangular hole 120 Receiving hole member 121 Trapezoidal portion 122 Opening 130 Lock receiving 131 Central part 133 Upper and lower end parts 134 Engaging hole 135 Long slot for mounting 136 Bending piece 150 Mounting screw

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 戸先側縦枠、吊元側縦枠、上枠、及び下
枠が躯体に建込まれてなる既設ドア枠に適用され、 前記既設の戸先側縦枠は、閉塞状態のドアの戸先側端面
に対向する対向面と、この対向面に平行してやや吊元側
に形成された吊元側面と、ドアの開放方向で前記対向面
と垂直に形成された外側面とを備えており、 ドアの開放方向に開口する断面コ字形状溝を備える耐震
補助枠が、前記吊元側面に取り付けられ、 前記コ字形状溝には、弾性材料からなる気密パッキンが
装着され、 前記吊元側縦枠に回動自在に取り付けられるドアは、前
記対向面から所要のクリアランスが空けられ、且つ、閉
塞状態で前記気密パッキンに当接されるよう設置され、 前記ドアの戸先側端部に、閉塞状態で前記戸先側縦枠の
外側面と重合される戸当り片が、ドアの開放側の外面か
ら戸先側に突出形成されてなることを特徴とする既設ド
ア枠への耐震性能付与構造。
1. The present invention is applied to an existing door frame in which a door-end vertical frame, a hanging-side vertical frame, an upper frame, and a lower frame are built in a frame, and the existing door-end vertical frame is in a closed state. A facing surface facing the door end side end surface of the door, a hanging side surface formed in parallel with the facing surface and slightly on the hanging side, and an outer surface formed perpendicular to the facing surface in the opening direction of the door. An earthquake-resistant auxiliary frame having a U-shaped cross-section groove that opens in the opening direction of the door is attached to the hanging side surface, and an airtight packing made of an elastic material is attached to the U-shaped groove. The door rotatably attached to the hanging-side vertical frame is installed such that a required clearance is provided from the facing surface and is brought into contact with the airtight packing in a closed state. At the end, a door stop piece that is overlapped with the outer surface of the door end side vertical frame in the closed state, Seismic providing structure to the existing door frame, characterized in that formed by protruded door leading side from the outer surface of the open side of the store.
【請求項2】 前記耐震補助枠は、板材が断面略矩形状
に屈曲して形成されてなると共に、ドアの開放方向に突
出して折り返される突出折返部を有しており、 この突出折返部と前記吊元側面とで前記コ字形状溝を形
成してなることを特徴とする請求項1に記載の既設ドア
枠への耐震性能付与構造。
2. The seismic resistant auxiliary frame is formed by bending a plate material into a substantially rectangular cross section, and has a projecting folded-back portion projecting and folded back in the opening direction of the door. The seismic performance imparting structure for an existing door frame according to claim 1, wherein the U-shaped groove is formed with the suspension base side surface.
【請求項3】 躯体に建込まれ、ドアの開放方向に開口
する断面コ字形状の気密パッキン装着溝が形成されると
共に、この気密パッキン装着溝に弾性材料からなる気密
パッキンが装着されてなる既設ドア枠に適用され、 この既設ドア枠の内周部に沿って、前記気密パッキン装
着溝に平行してコ字形状溝を形成する耐震補助枠が設け
られ、 各コ字形状溝に、弾性材料からなる気密パッキンが装着
され、 前記吊元側縦枠に回動自在に取り付けられるドアは、前
記ドアの各側端面と対向するドア枠の各対向面から所要
のクリアランスが空けられ、且つ、閉塞状態で前記各気
密パッキンに当接されるよう設置され、 前記ドアの戸先側端部に、閉塞状態で前記戸先側縦枠の
外側面と重合される戸当り片が、ドアの開放側の外面か
ら戸先側に突出形成されてなることを特徴とする既設ド
ア枠への耐震性能付与構造。
3. An airtight packing mounting groove having a U-shaped cross section, which is built in the frame and opens in the opening direction of the door, is formed, and the airtight packing made of an elastic material is mounted in the airtight packing mounting groove. It is applied to an existing door frame, and along the inner circumference of this existing door frame, an earthquake-resistant auxiliary frame is provided that forms a U-shaped groove in parallel with the airtight packing mounting groove. An airtight packing made of a material is attached, and the door rotatably attached to the suspension-side vertical frame is provided with a required clearance from each facing surface of the door frame facing each side end surface of the door, and A door-stopping piece, which is installed so as to be in contact with each of the airtight packings in a closed state and overlaps with an outer surface of the door-side vertical frame in a closed state, is provided at an end of the door on the door-end side. Formed from the outer surface of the Seismic performance providing structure to the existing door frame, characterized in that it consists Te.
【請求項4】 前記ドアの戸先側端面に、戸先側に突出
するラッチ又はデッドボルト等からなる突出片が設けら
れ、 前記戸先側縦枠の対向面に、前記突出片が突入される係
合穴を形成された錠受金が設けられ、 この錠受金は、前記係合穴を形成された中央部が吊元側
に起曲して形成されると共に、上下両端部に形成された
上下方向に長い取付用長穴に挿通される取付ネジによっ
てドア枠に保持されてなることを特徴とする請求項1か
ら請求項3までのいずれか一つに記載の既設ドア枠への
耐震性能付与構造。
4. The door end side end surface of the door is provided with a projecting piece formed of a latch or a dead bolt projecting toward the door front side, and the projecting piece is projected into the facing surface of the door side vertical frame. A lock receiving metal having an engaging hole formed therein is provided, and the lock receiving metal is formed at the upper and lower end portions while the center portion having the engaging hole is bent toward the hanging side. An existing door frame according to any one of claims 1 to 3, characterized in that it is held on the door frame by a mounting screw that is inserted through the mounting long slot that is long in the vertical direction. Seismic performance imparting structure.
【請求項5】 前記戸先側縦枠の対向面に形成された略
矩形状の錠受穴に、この錠受穴よりやや小さい矩形穴を
形成された板状の錠受板が設けられ、 この錠受板の矩形穴に、吊元側が縦断面台形状に形成さ
れ、且つ吊元側に開口した箱形状の受穴部材が装着さ
れ、 前記錠受金は、前記受穴部材の台形部と適合する大きさ
の台形状に起曲されてなると共に、係合穴の左右両縁部
に屈曲片を戸先側に屈曲形成されてなり、 この屈曲片が前記受穴部材の開口端縁に係合されると共
に、前記取付ネジが前記錠受板を介して戸先側縦枠の対
向面に螺合されてなることを特徴とする請求項4に記載
の既設ドア枠への耐震性能付与構造。
5. A plate-shaped lock receiving plate having a rectangular hole slightly smaller than the lock receiving hole formed in the substantially rectangular lock receiving hole formed on the facing surface of the door-end side vertical frame, In the rectangular hole of this lock receiving plate, a hanging side is formed in a trapezoidal vertical cross section, and a box-shaped receiving hole member opened to the hanging side is attached, and the lock receiving is a trapezoidal part of the receiving hole member. Is bent into a trapezoidal shape having a size compatible with, and bent pieces are bent and formed on the left and right edges of the engagement hole toward the door end side. 5. The seismic performance of the existing door frame according to claim 4, wherein the mounting screw is screwed to the facing surface of the door-end side vertical frame via the lock receiving plate. Grant structure.
JP7094491A 1995-03-27 1995-03-27 Structure to add seismic performance to existing door frames Expired - Fee Related JP2756930B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7094491A JP2756930B2 (en) 1995-03-27 1995-03-27 Structure to add seismic performance to existing door frames

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7094491A JP2756930B2 (en) 1995-03-27 1995-03-27 Structure to add seismic performance to existing door frames

Publications (2)

Publication Number Publication Date
JPH08260823A true JPH08260823A (en) 1996-10-08
JP2756930B2 JP2756930B2 (en) 1998-05-25

Family

ID=14111775

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7094491A Expired - Fee Related JP2756930B2 (en) 1995-03-27 1995-03-27 Structure to add seismic performance to existing door frames

Country Status (1)

Country Link
JP (1) JP2756930B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222789A (en) * 2009-03-19 2010-10-07 Fujimetal Co Ltd Remodeled door
JP2010255226A (en) * 2009-04-22 2010-11-11 Fujimetal Co Ltd Renovated door
JP2014047503A (en) * 2012-08-30 2014-03-17 Sanwa Shutter Corp Jamb structure of door frame
JP2019206808A (en) * 2018-05-28 2019-12-05 三和シヤッター工業株式会社 Door repair method and door

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6113678U (en) * 1984-06-28 1986-01-27 積水化学工業株式会社 Pine-shaped grates

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6113678U (en) * 1984-06-28 1986-01-27 積水化学工業株式会社 Pine-shaped grates

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222789A (en) * 2009-03-19 2010-10-07 Fujimetal Co Ltd Remodeled door
JP2010255226A (en) * 2009-04-22 2010-11-11 Fujimetal Co Ltd Renovated door
JP2014047503A (en) * 2012-08-30 2014-03-17 Sanwa Shutter Corp Jamb structure of door frame
JP2019206808A (en) * 2018-05-28 2019-12-05 三和シヤッター工業株式会社 Door repair method and door

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