JPH0546567Y2 - - Google Patents

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Publication number
JPH0546567Y2
JPH0546567Y2 JP7496288U JP7496288U JPH0546567Y2 JP H0546567 Y2 JPH0546567 Y2 JP H0546567Y2 JP 7496288 U JP7496288 U JP 7496288U JP 7496288 U JP7496288 U JP 7496288U JP H0546567 Y2 JPH0546567 Y2 JP H0546567Y2
Authority
JP
Japan
Prior art keywords
plate
fixed
attached
lintel
sheet metal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP7496288U
Other languages
Japanese (ja)
Other versions
JPH01179910U (en
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
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Priority to JP7496288U priority Critical patent/JPH0546567Y2/ja
Publication of JPH01179910U publication Critical patent/JPH01179910U/ja
Application granted granted Critical
Publication of JPH0546567Y2 publication Critical patent/JPH0546567Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Description

【考案の詳細な説明】 《産業上の利用分野》 この考案は、木造建築物の補強構造に関するも
ので、木造建築物の壁面開口部の横桁、すなわち
鴨居、まぐさ、中連敷居等を板金構造体で補強す
る構造に関するものである。
[Detailed description of the invention] <Industrial application field> This invention relates to the reinforcement structure of wooden buildings, and is used to strengthen the crossbeams of the wall openings of wooden buildings, such as lintels, lintels, and sills. This relates to a structure reinforced with a sheet metal structure.

《従来の技術と問題点》 従来の木造建築物における鴨居やまぐさは、そ
の両端を柱にほぞ継ぎされ、梁から垂下した間柱
の下端に中間部を固定して支持されている。とこ
ろが木材は往々にして狂いを生じ、荷重による撓
みも大きいため、特に積雪地や多湿地において建
築後1〜2年で鴨居やまぐさに歪みが生じ、積雪
荷重による鴨居中央の下降や鴨居の捻じれにより
引き戸の開閉に支障が生じる等の問題が多く発生
していた。このような鴨居の歪みがひどい場合に
は、引き戸が動かなくなり、引き戸の取り外しも
不可能になり、更には引き戸に掛かる荷重により
引き戸に嵌め込まれたガラスが僅かな衝撃で割れ
てしまうという現象が生ずる。
<Prior Art and Problems> In conventional wooden buildings, lintels are supported by having both ends tenoned to pillars, and the middle part fixed to the lower ends of studs hanging from the beams. However, wood often warps and bends significantly under load, so lintels and lintels can become distorted within one to two years after construction, especially in snowy areas or wet areas, causing the center of the lintel to drop or twist due to the snow load. This caused many problems such as difficulty in opening and closing the sliding doors. If the lintel is severely distorted, the sliding door will no longer move, it will be impossible to remove it, and even the glass fitted into the sliding door will break at the slightest impact due to the load placed on the sliding door. arise.

建築物には種々の補強金具や補強構造が用いら
れているが、上記のような壁面開口部における鴨
居やまぐさ等の歪みを有効に防止できる補強構造
や金具は知られていない。
Although various reinforcing metal fittings and reinforcing structures are used in buildings, there are no known reinforcing structures or metal fittings that can effectively prevent distortion of lintels, lintels, etc. at wall openings as described above.

《考案が解決しようとする課題》 この考案は上記問題点を解決すること、即ち、
木造建築物の壁面開口部の上下に架設される鴨
居、まぐさ、中連敷居等の横桁の歪みや変形を完
全に防止することができる補強構造を得ることを
課題としており、施工が容易で、建築物の美観を
損ねることがなく、壁面の内装や庇の取り付け等
の他の工事に何等支障を生じない上記補強構造を
得ることを課題としている。
《Problems to be solved by the invention》 This invention aims to solve the above problems, namely,
The goal is to create a reinforcing structure that can completely prevent distortion and deformation of cross beams such as lintels, lintels, and sills installed above and below the wall openings of wooden buildings, and is easy to construct. The object of the present invention is to obtain the above-mentioned reinforcing structure that does not impair the aesthetic appearance of the building and does not cause any hindrance to other construction works such as wall interior decoration and eaves installation.

《課題を解決するための手段》 この考案の構造では、木造建築物の壁面開口部
における鴨居、まぐさ、中連敷居等の横桁2をそ
の両側の柱1,1に板金構造体5,24で強固に
固定する構造を採用している。
<Means for Solving the Problems> In the structure of this invention, the crossbeams 2 such as lintels, lintels, and middle sills in the wall openings of wooden buildings are attached to the pillars 1, 1 on both sides with sheet metal structures 5, It has a structure that is firmly fixed with 24 screws.

上記板金構造体5,24は、水平面を形成する
帯板6と、この帯板の両端から上方に立設された
端面板7と、両端辺及び下辺を端面板7及び帯板
6に固着一体化されて垂直面を形成する桁板8,
25と、桁板8,25の中間部に固着立設された
補助板9とを有し、上記帯板6は横桁2の上面に
添設固定され、端面板7は柱1の側面に添設固定
され、補助板9は間柱10の立面に添設されてい
る。この板金構造体5,24は全体を3mm厚程度
の鉄板、ステンレス板、アルミニウム板等で製作
することができ、横桁2を補強するのに充分な剛
性を付与できる。
The sheet metal structures 5 and 24 have a strip plate 6 forming a horizontal surface, an end plate 7 erected upward from both ends of the strip plate, and both end sides and a lower side fixedly attached to the end plate 7 and the strip plate 6. girder plate 8 which is bent to form a vertical surface;
25, and an auxiliary plate 9 fixed and erected at the intermediate part of the girder plates 8 and 25, the strip plate 6 is attached and fixed to the upper surface of the cross beam 2, and the end plate 7 is attached to the side surface of the column 1. The auxiliary plate 9 is attached and fixed to the vertical surface of the stud 10. The sheet metal structures 5, 24 can be made entirely of iron plates, stainless steel plates, aluminum plates, etc. with a thickness of about 3 mm, and can be provided with sufficient rigidity to reinforce the crossbeam 2.

上記桁板8,25の下辺8a,25aは、中央
を僅かに(数mm)上方に凹ませた弧状辺とするの
が良い。間柱10と補助板9とは、間柱の若干の
遊動を許す構造で連結され、端面板7は柱1に、
帯板6は横桁2にそれぞれ強固に固定されてい
る。上記間柱と補助板との遊動方向は、鴨居等の
上側の横桁を補強する場合は下方であり、中連敷
居等の下側の横桁を補強する場合は上方である。
The lower sides 8a, 25a of the girder plates 8, 25 are preferably arcuate sides with the center slightly (several mm) recessed upward. The stud 10 and the auxiliary plate 9 are connected in a structure that allows the stud to move slightly, and the end plate 7 is attached to the column 1.
The strips 6 are each firmly fixed to the crossbeams 2. The direction of movement of the studs and the auxiliary board is downward when reinforcing an upper cross beam such as a lintel, and upward when reinforcing a lower cross beam such as a sill.

《作用》 上記構造の板金構造体5,24は、帯板6が横
桁2の水平方向の歪みに抵抗し、桁板8,25が
上下方向の歪みに抵抗し、両者6,8または25
が捻じれ及び収縮に抵抗する。そしてこの板金構
造体5,24は、両端が柱1に強固に固定されて
横桁2を固定しているので、板金構造体5,24
の剛性はきわめて高いものとなり、従つて板金構
造体5,24が過度に重くなることはなく、上記
歪みに対する強固な抵抗力を示すと共に横桁2全
体の歪みも柱1により阻止することができる。
<<Function>> In the sheet metal structures 5, 24 having the above structure, the strip plate 6 resists distortion in the horizontal direction of the cross beam 2, the girder plates 8, 25 resist distortion in the vertical direction, and both 6, 8 or 25
resists twisting and contraction. Since both ends of the sheet metal structures 5, 24 are firmly fixed to the pillars 1 to fix the crossbeams 2, the sheet metal structures 5, 24
The rigidity of the crossbeam 2 is extremely high, and therefore the sheet metal structures 5 and 24 do not become excessively heavy, exhibiting strong resistance to the above-mentioned distortion, and distortion of the entire crossbeam 2 can be prevented by the pillars 1. .

一方、板金構造体5,24は、その補助板9で
間柱10との結合関係を維持しており、例えば積
雪荷重により梁が、従つて間柱10が下降して
も、この下降は板金構造体5,24には伝達され
ず、例え梁が積雪荷重により撓んでもこの撓みが
鴨居等に伝達されることがない。そして桁板8,
25の中央を僅かに凹となつた弧状辺とすること
によつて横桁2の中央が少し開いた形状とするこ
とができ、引き戸の開閉をより円滑にできる。
On the other hand, the sheet metal structures 5 and 24 maintain a connection relationship with the studs 10 through their auxiliary plates 9. For example, even if the beams and therefore the studs 10 descend due to snow loads, this descent will be caused by the sheet metal structures. 5 and 24, and even if the beam is bent due to the snow load, this bending will not be transferred to the lintel or the like. And girder plate 8,
By making the center of the crossbeam 25 a slightly concave arc-shaped side, the center of the crossbeam 2 can be made slightly open, and the sliding door can be opened and closed more smoothly.

板金構造体5,24は、溶接構造により安価に
製造することができ、横桁上下の壁面に埋設さ
れ、従つて建築物の内外面に表れることはなく、
板金構造体5,24に適宜穿孔を設けておくこと
により、壁の下地材や庇、窓枠等の固定に問題が
生ずるのを避けることができる。
The sheet metal structures 5 and 24 can be manufactured at low cost by welding, and are buried in the walls above and below the crossbeams, so they do not appear on the inside and outside of the building.
By appropriately providing perforations in the sheet metal structures 5 and 24, problems in fixing wall base materials, eaves, window frames, etc. can be avoided.

《実施例》 第1図ないし第3図は本考案の第1実施例を示
したもので、和室と廊下又は屋外とを区画する壁
に設けられた窓の鴨居の補強構造を例示したもの
である。第1図は斜視図、第2図は第1図のX部
矢視図、第3図は中間部を省略して示す平面図で
ある。図中、1は建築物の柱、2は柱1,1間に
架設された鴨居、3は鴨居2と平行に設けられた
中連敷居、4は柱1、鴨居2および中連敷居3で
区画された開口部、総体的に示す5は全体を3mm
厚の鉄板で製作された板金構造体、6は該構造体
の帯板、7は帯板6の両端から上方に立設された
端面板、8は両端辺及び下辺を端面板7及び帯体
6に溶接した桁板で、その下辺8aの中央は僅か
に上方に凹んでいる。9……は桁板8の中間部に
固着された補助板、10は図示しない梁から垂下
された間柱で、その下端は補助板9,9間に嵌挿
されている。
《Example》 Figures 1 to 3 show the first example of the present invention, and illustrate the reinforcing structure of a window lintel installed in a wall that separates a Japanese-style room from a hallway or outdoors. be. 1 is a perspective view, FIG. 2 is a view taken along the arrow X in FIG. 1, and FIG. 3 is a plan view with an intermediate portion omitted. In the figure, 1 is a pillar of the building, 2 is a lintel built between pillars 1 and 1, 3 is a lintel installed parallel to the lintel 2, and 4 is a pillar 1, a lintel 2, and a lintel 3. Divided opening, 5 shown overall is 3mm
A sheet metal structure made of a thick iron plate, 6 is a band plate of the structure, 7 is an end plate erected upward from both ends of the band plate 6, and 8 is attached to both end sides and the bottom side of the end plate 7 and the band body. 6, the center of its lower side 8a is slightly recessed upward. 9... is an auxiliary plate fixed to the middle part of the girder plate 8, and 10 is a stud hanging from a beam (not shown), the lower end of which is inserted between the auxiliary plates 9, 9.

板金構造体5は、鴨居2の幅方向略中央にその
桁板8が位置するように載置され、端面板7のボ
ルト挿通孔11に柱1を貫通するボルト12を挿
通してナツト13で強固に固着されている。14
は桁板8とボルト12との干渉を避けるための切
欠である。15は端面板7のネジ孔16に挿通さ
れて端面板7を柱1に補助的に固定する木ネジで
ある。
The sheet metal structure 5 is placed so that the girder plate 8 is located approximately at the center in the width direction of the lintel 2, and the bolt 12 passing through the column 1 is inserted into the bolt insertion hole 11 of the end plate 7, and the nut 13 is inserted. It is firmly fixed. 14
is a notch to avoid interference between the girder plate 8 and the bolt 12. Reference numeral 15 denotes a wood screw that is inserted into the screw hole 16 of the end plate 7 to supplementally fix the end plate 7 to the column 1.

このように端面板7を介して柱1,1に強固に
固定された板金構造体5は、その帯板6に穿設さ
れた取付孔17……に木ネジ18……を挿通して
鴨居2に固着される。桁板8はその下辺8aの中
央を僅かに上方に凹ませて製造されているので、
鴨居2は桁板の下辺8a、即ち帯体6に沿うよう
に上方に僅かに湾曲して鴨居の中央が少し持ち上
がつた形状となる。間柱10は、その下端と帯板
6との間に若干の間〓19を持たせて補助板9,
9間に嵌挿され、補助板9に穿設された長孔20
に釘21を打ち込んで若干の下動ができる構造で
固定されている。
The sheet metal structure 5, which is firmly fixed to the pillars 1, 1 through the end plate 7, is attached to the lintel by inserting the wood screws 18 into the mounting holes 17 made in the strip plate 6. Fixed to 2. Since the girder plate 8 is manufactured by slightly recessing the center of its lower side 8a upward,
The lintel 2 is slightly curved upward along the lower side 8a of the girder plate, that is, along the band 6, so that the center of the lintel is slightly raised. The stud 10 is attached to the auxiliary plate 9, with a slight gap 19 between its lower end and the strip plate 6.
A long hole 20 is inserted between the holes 20 and 20 formed in the auxiliary plate 9.
It is fixed in such a way that it can be moved slightly downward by driving nails 21 into it.

間柱10、柱1及び鴨居2の室外に面する面
は、第2図に示すように一平面に位置しており、
この平面に外壁材や庇等を取付けて木造建築物の
外壁を形成する。図示実施例のものでは、帯板6
としてこの外壁面に低い立ち上がり部6aを有す
る横L形断面の板材が用いられており、この立ち
上がり部に貫通孔22が穿設されている。この貫
通孔は、外壁材や庇等を取りつける際に間柱10
にこの貫通孔の部分で釘等を打ち込むためのもの
である。同様に桁板8にも貫通孔23が穿設され
ており、この貫通孔23を通して下地材を釘止め
し、ラスボードを添設して室内側の壁面を形成す
る。なお、図示実施例のものの帯板6の立ち上が
り部6aを設けない構造とすることも自由であ
り、更に和室相互を区画する壁の開口部の横桁に
本願考案の構造を実施する際には、帯板6を鴨居
の中央寄りに固定してやれば、板金構造体の両側
に和壁を形成できる。
The surfaces of the studs 10, pillars 1, and lintels 2 facing outdoors are located on one plane as shown in FIG.
Exterior wall materials, eaves, etc. are attached to this plane to form the exterior wall of the wooden building. In the illustrated embodiment, the strip plate 6
A plate material having a horizontal L-shaped cross section with a low rising portion 6a is used on the outer wall surface, and a through hole 22 is bored in this rising portion. This through hole should be used when installing external wall materials, eaves, etc.
This is for driving nails, etc. into this through hole. Similarly, through-holes 23 are made in the girder board 8, and a base material is nailed through these through-holes 23, and a lath board is attached to form a wall surface on the indoor side. Note that it is also possible to create a structure in which the rising portion 6a of the strip plate 6 of the illustrated embodiment is not provided, and furthermore, when implementing the structure of the present invention on the crossbeam of the opening of the wall that partitions the Japanese-style rooms, By fixing the strip plate 6 near the center of the lintel, Japanese walls can be formed on both sides of the sheet metal structure.

第4図および第5図は本考案の第2実施例を示
したもので、両側が大壁となる壁面開口部の鴨居
の補強構造を例示したものである。第4図は斜視
図、第5図は第4図のY部矢視図である。図中、
第1実施例で示した部材と同一の部材には同じ符
号を付しその説明を省略する。本実施例の板金構
造体24は、その帯板6の幅を鴨居2の幅と等し
くし、該帯板6の両側辺に沿つて2枚の高さの異
なる桁板25A,25Bを立設したものである。
第5図に示すように、間柱10の側面は、柱1及
び鴨居2の側面と同一平面上に位置している。桁
板25Bに穿設された貫通孔22は、外壁材や庇
等を取りつける際に間柱10に釘等を打ち込むた
めのものであり、桁板25Aに穿設した貫通孔2
3は、内装材を取りつける際に間柱10に釘等を
打ち込むためのものである。
FIGS. 4 and 5 show a second embodiment of the present invention, and illustrate a reinforcing structure for a lintel in a wall opening with large walls on both sides. 4 is a perspective view, and FIG. 5 is a view taken along the Y section in FIG. 4. In the figure,
The same members as those shown in the first embodiment are given the same reference numerals, and their explanations will be omitted. In the sheet metal structure 24 of this embodiment, the width of the strip 6 is made equal to the width of the lintel 2, and two girder plates 25A and 25B of different heights are erected along both sides of the strip 6. This is what I did.
As shown in FIG. 5, the side surface of the stud 10 is located on the same plane as the side surface of the pillar 1 and the lintel 2. The through holes 22 drilled in the girder board 25B are for driving nails, etc. into the studs 10 when attaching external wall materials, eaves, etc.
3 is for driving nails or the like into the studs 10 when installing interior materials.

《考案の効果》 以上のように、本考案の補強構造によれば、鴨
居、まぐさ、中連敷居等の横桁の歪みや変形を完
全に防止することができる。更に補強に使用する
板金構造体は横桁上下の壁面に埋設されるので、
建築物の内外面に表れることはなく、建築物の美
観を損ねず、壁面の内装や庇の取り付け等の他の
工事に何等支障を生じない。更に、間柱が遊動で
きる構造としたので、例えば梁が積雪荷重により
撓んでもこの撓みが鴨居等に伝達されることがな
い。
<<Effects of the invention>> As described above, according to the reinforcing structure of the invention, distortion and deformation of cross beams such as lintels, lintels, and sills can be completely prevented. Furthermore, the sheet metal structures used for reinforcement are buried in the walls above and below the cross beams, so
It does not appear on the inside or outside of the building, does not impair the beauty of the building, and does not cause any problems with other construction work such as wall interior decoration or eaves installation. Furthermore, since the structure allows the studs to move freely, even if the beam bends due to the snow load, for example, this bending will not be transmitted to the lintel or the like.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第3図は本考案の一実施例を示し
たもので、第1図は鴨居の補強構造を示す斜視
図、第2図は第1図のX部矢視図、第3図は中間
部を省略して示す平面図である。第4図および第
5図は本考案の第2実施例を示したもので、第4
図は両側が大壁となる鴨居の補強構造を示す斜視
図、第5図は第4図のY部矢視図である。 図中、1……柱、2……鴨居(横桁)、3……
中連敷居、4……窓枠取付用の開口部、5,24
……板金構造体、6……帯板、7……端面板、
8,25……桁板、8a,25a……桁板の下
辺、9……補助板、10……間柱。
Figures 1 to 3 show an embodiment of the present invention, in which Figure 1 is a perspective view showing the reinforcing structure of the lintel, Figure 2 is a view taken in the direction of the X section in Figure 1, and Figure 3 is a perspective view showing the reinforcing structure of the lintel. FIG. 2 is a plan view with an intermediate portion omitted. Figures 4 and 5 show a second embodiment of the present invention.
The figure is a perspective view showing the reinforcing structure of the lintel with large walls on both sides, and FIG. 5 is a view taken along the Y section in FIG. 4. In the diagram, 1... pillar, 2... lintel (crossbeam), 3...
Nakaren sill, 4...Opening for installing window frame, 5, 24
... sheet metal structure, 6 ... band plate, 7 ... end plate,
8, 25... Girder plate, 8a, 25a... Lower side of girder plate, 9... Auxiliary plate, 10... Stud.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建築物の壁面開口部4における鴨居等の横桁2
の補強構造において、横桁2の上面に添設固定さ
れる帯板6と、この帯板の両端から上方に立設さ
れて柱1の側面に添設固定される端面板7と、両
端辺及び下辺を端面板7及び帯板6に固着一体化
された桁板8,25と、この桁板の中間部に固着
されて間柱10の立面に添設される補助板9とを
有する板金構造体5,24を備え、間柱10と補
助板9とを間柱の若干の遊動を許す構造で固定
し、且つこの板金構造体5,24を横桁2を挟む
柱1,1と横桁2とに強固に固定することを特徴
とする、木造建築物の壁面開口部の横桁の補強構
造。
Cross beams 2 such as lintels in wall openings 4 of buildings
In the reinforcing structure, a strip plate 6 is attached and fixed to the upper surface of the crossbeam 2, an end face plate 7 is erected upward from both ends of this strip plate and attached and fixed to the side surface of the column 1, and both end sides are attached and fixed. and girder plates 8, 25 whose lower sides are fixed and integrated with the end plate 7 and strip plate 6, and an auxiliary plate 9 which is fixed to the intermediate part of the girder plates and attached to the vertical surface of the stud 10. Structures 5 and 24 are provided, the studs 10 and the auxiliary plate 9 are fixed in a structure that allows the studs to move slightly, and the sheet metal structures 5 and 24 are connected to the columns 1 and 1 and the cross beam 2 that sandwich the cross beam 2. A reinforcing structure for cross beams in wall openings of wooden buildings, which is characterized by being firmly fixed to.
JP7496288U 1988-02-18 1988-06-06 Expired - Lifetime JPH0546567Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7496288U JPH0546567Y2 (en) 1988-02-18 1988-06-06

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2014488 1988-02-18
JP7496288U JPH0546567Y2 (en) 1988-02-18 1988-06-06

Publications (2)

Publication Number Publication Date
JPH01179910U JPH01179910U (en) 1989-12-25
JPH0546567Y2 true JPH0546567Y2 (en) 1993-12-07

Family

ID=31717436

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7496288U Expired - Lifetime JPH0546567Y2 (en) 1988-02-18 1988-06-06

Country Status (1)

Country Link
JP (1) JPH0546567Y2 (en)

Also Published As

Publication number Publication date
JPH01179910U (en) 1989-12-25

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