JP2534302Y2 - Beams for wooden buildings - Google Patents
Beams for wooden buildingsInfo
- Publication number
- JP2534302Y2 JP2534302Y2 JP1991089812U JP8981291U JP2534302Y2 JP 2534302 Y2 JP2534302 Y2 JP 2534302Y2 JP 1991089812 U JP1991089812 U JP 1991089812U JP 8981291 U JP8981291 U JP 8981291U JP 2534302 Y2 JP2534302 Y2 JP 2534302Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- girder
- width
- fitting
- engaging
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】[Detailed description of the invention]
【０００１】[0001]
【産業上の利用分野】本考案は、木造建築物に必ず使用
される梁を桁、胴差などに取付けるのに使用する梁受金
物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam receiving member used for attaching a beam, which is always used in a wooden building, to a girder, a gap, or the like.
【０００２】[0002]
【従来技術と問題点】梁を桁に取付ける際、重くて大き
い梁を桁上げた後、取付部位に配置し、かすがいで取付
けている。そのため、梁の取付部位配置に際して指を挟
むなど、けがの危険があると共に、梁の配置に時間がか
かって作業の能率を低下せしめている。また、かすがい
で止めるときに位置ずれを起す心配がある。2. Description of the Related Art When mounting a beam on a girder, a heavy and large beam is raised, and then the beam is arranged at a mounting portion and is attached with a sword. For this reason, there is a danger of injury such as pinching of a finger when arranging the mounting portion of the beam, and the arranging of the beam takes time to reduce the work efficiency. In addition, there is a fear that a positional shift may occur when stopping by fading.
【０００３】このような問題点を解決するものとして、
実開昭５１−２３２１６号，実開昭５２−１５５３０６
号には、板材を正面略Ｕ字状に折曲して下面に衝当部を
有する嵌合部を形成し、該嵌合部の対向側板後側縁部に
は桁などの側面に当接する接合部を設け、該接合部の上
縁には桁などの上面に当接する折曲部を設け、前記接合
部を桁などの側面に当接固定すると共に折曲部を桁など
の上面に当接固定して前記嵌合部を桁などの側面側に突
出状に配置させ、その嵌合部に梁などの端部を嵌合固定
して、桁などに対して梁などを同一水平面上で直交する
状態に接合する接合金具が開示されている。 しかし乍ら
これら先行技術についてより詳細に検討した場合、以下
に記すような問題点が無いとは言えなかった。 桁などの側面に突出状に配置した正面視略Ｕ字状の嵌
合部に、梁などの端部を嵌合固定することから、梁など
の荷重の大部分を接合金具で受けるようになり、永年の
使用により接合金具に傷みが生じ易く、また接合金具に
傷みが生じた場合、桁などに対する梁などの接合が不安
定になる虞れがある。 接合部の高さ寸法が桁などの高さ寸法より短く、且つ
嵌合部における対向側板の高さ寸法，幅寸法が梁などの
高さ寸法より短いため、地震などによって梁などの長さ
方向に対してひねりが働いた場合に接合金具が桁，梁な
どから剥離し、接合が不安定になる虞れがある。 本考案
は、このような問題点に着目してなしたもので、梁を安
全かつ能率よく所定の部位にしっかりと取付け得、さら
に永年の使用や地震などに際しても梁を桁などに対して
強固に接合することができる至便な梁受金物の提供を目
的とする。[0003] In order to solve such a problem,
51-21216, 52-155306
No., the plate material is bent into a substantially U-shaped front and an abutment section is provided on the lower surface.
Forming a fitting portion having, on the rear edge of the facing side plate of the fitting portion
Is provided with a joint that abuts the side surface of the girder, etc.
The edge is provided with a bent part that contacts the upper surface of the girder etc.
Part is fixed to the side of the girder, etc., and the bent part is a girder.
Abut on the upper surface of the
It is arranged in a protruding manner, and the end of a beam etc. is fitted and fixed to the fitting part
And make beams and the like orthogonal to the girder on the same horizontal plane
A joining fitting for joining in a state is disclosed. However
If we consider these prior arts in more detail,
Could not be said to have no problems as described in A substantially U-shaped fitting in front view that is arranged on the side of a girder etc.
At the joint, the end of the beam is fitted and fixed.
Most of the load of the is received by the metal fittings,
Damage to the joint is likely to occur when used, and
If damage occurs, it is uneasy to join beams etc. to the girder etc.
There is a possibility that it becomes constant. The height of the joint is shorter than the height of a girder, and
The height and width of the opposite side plate at the fitting
Because it is shorter than the height dimension, the length of the beam due to an earthquake etc.
If a twist is applied in the direction,
There is a possibility that the peeling may occur and the bonding may become unstable. This invention is, which has no in view of such problems, firmly give mounted safely and efficiently given site a beam, further
In the case of long-term use or earthquakes, beams are used for girder
It is an object of the present invention to provide an easy-to-use beam fitting that can be firmly joined .
【０００４】[0004]
【問題点解決のための手段】叙述の目的を達成するため
に本考案がなした手段は、板材を平面コ字形に折曲して
背面側に衝当部を有する嵌合部を形成し、該嵌合部の対
向側板下側縁部には桁などの上面に当接する水平板を夫
々設け、該水平板において上記嵌合部の衝当部と反対側
端縁には桁などの側面に当接する下向板を設けて係合部
を形成し、それら嵌合部及び係合部に夫々取付孔を開穿
し、前記係合部を桁などに係合固定して前記嵌合部を桁
などの上面側に突出状に配置させ、その嵌合部に梁の端
部を嵌合固定するようにし、さらに前記対向側板及び水
平板の幅寸法を、前記係合部を係合固定する桁などの幅
寸法と同程度とすると共に、前記嵌合部の高さ寸法を前
記対向側板の幅寸法と同程度としたということである。[Means for Solving the Problems] The means made by the present invention to achieve the purpose of the description is to bend the plate material into a plane U-shape.
A mating portion having an abutment portion is formed on the back side, and horizontal plates that contact the upper surface of a spar or the like are provided at the lower edge of the opposite side plate of the mating portion, respectively. on the opposite side edge and the butting portion to form an engaging portion provided downstream plate abuts against the side surface, such as digits, and perforated in the respective mounting holes on their engaging portion and the engaging portion, the engaging Part is engaged with a girder, and the fitting part is girder.
On the top side of the beam, etc.
Part is fitted and fixed, and the opposite side plate and water
Set the width of the flat plate to the width of
And the height of the fitting part should be
That is, the width is substantially equal to the width of the opposite side plate .
【０００５】[0005]
【作用】水平板を桁の上面に当接させ、下向板を桁の側
面に当接させて係合部を桁に係合した後、梁取付け部位
に配置し、係合部の取付孔を使用して桁に取付ける。こ
の時、嵌合部は桁の上面側に配置される。さらに梁の端
部を嵌合部に嵌合して衝当部に衝当てれば、梁はその端
部を桁の上面に載置した状態で、所定の取付部位に配置
される。その後に嵌合部の取付け孔を使用して梁を嵌合
部に取付ければ、梁が所定の取付け部位に固定される。
また、嵌合部の対向側板及び水平板の幅寸法を桁などの
幅寸法と同程度とすると共に、嵌合部の高さ寸法を対向
側板の幅寸法と同程度としたことから、前記した取付け
状態において梁の長さ方向へのひねりに対する強度が向
上する。 [Function] The horizontal plate is brought into contact with the upper surface of the girder, and the downward plate is placed on the side of the girder.
After the engaging portion is engaged with the spar by being brought into contact with the surface, the engaging portion is disposed at the beam attaching portion, and is attached to the spar using the attaching hole of the engaging portion. This
At this time, the fitting portion is arranged on the upper surface side of the spar. Furthermore, if the end of the beam is fitted to the fitting part and hits against the abutment part, the beam will be
The part is placed at a predetermined attachment site with the part placed on the upper surface of the spar . Thereafter, if the beam is attached to the fitting portion using the attachment hole of the fitting portion, the beam is fixed to a predetermined attachment portion.
In addition, the width of the opposite side plate and horizontal plate
Approximately the width dimension, and the height dimension of the mating part is opposite
Since the width is almost the same as the side plate,
In this condition, the strength against twisting along the length of the beam
Up.
【０００６】[0006]
【実施例】板材は、鉄材、ステンレススチール板等の鋼
材類が加工性、耐久性の面で好ましいが、制限するもの
ではない。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As a plate material, a steel material such as an iron material and a stainless steel plate is preferable in terms of workability and durability, but is not limited.
【０００７】嵌合部Ａは、板材を平面コ字形に折曲げ、
梁Ｄ用の衝当部Ａ1 と対向側板Ａ2とを同時に形成す
る。衝当部Ａ 1 は嵌合部Ａにおいて背面側に位置する。
嵌合部Ａの折曲寸法は、梁Ｄの厚さ寸法に応じて決定
し、衝当部Ａ1 と反対側の開口部、上側の開口部などか
ら梁Ｄの端部を嵌合し得るように形成する。そして、対
向側板Ａ2 に適数の取付孔Ｃを開穿し、釘、スクリウボ
ルト等で梁Ｄを取付け得るように構成する。また、対向
側板Ａ 2 の幅寸法Ｌ 1 は桁Ｆの幅寸法Ｌ2 と同程度と
し、さらに嵌合部Ａの高さ寸法（衝当部Ａ 1 ，対向側板
Ａ 2 の高さ寸法）Ｈは対向側板Ａ2 の幅寸法Ｌ 1 となる
ように構成する。 The fitting portion A is formed by bending a plate material into a flat U-shape,
At the same time to form the butting portion A 1 and the opposing side plates A 2 for beam D. Butting portion A 1 is located on the rear side in the engaging portion A.
Bending dimension of the fitting portion A is determined according to the thickness dimension of the beam D, the opening of the butting portion A 1 and the opposite side, obtain fitted the ends of the beam D from such upper opening It is formed as follows. Then, perforated in the mounting hole C of a suitable number of opposing side plates A 2, nails, configured to be mounted to the beam D in Sukuriuboruto like. Also facing
Width L 1 of the side plate A 2 are approximately equal to the width L2 of the digit F
And the height of the mating portion A (abutting portion A 1 , facing side plate)
Height) H of A 2 is the width dimension L 1 of the opposite side plates A2
The configuration is as follows.
【０００８】係合部Ｂは、桁Ｆの上面Ｆ 1 に当接する水
平板Ｂ1 と、桁Ｆの側面Ｆ 2 に当接する下向板Ｂ2 とで
逆Ｌ字形に成形する。係合部Ｂは、嵌合部Ａの対向側板
Ａ2の下側縁側に継目なく一体に折曲形成するが、この
形成手段が困難な場合は、水平板Ｂ1 と下向板Ｂ2 とを
折曲形成した後、水平板Ｂ1 の一側縁を嵌合部Ａの対向
側板Ａ2 の下側縁部に溶接して嵌合部Ａと一体に構成す
る。そして、水平板Ｂ1 及び下向板Ｂ2 に夫々適数の取
付孔Ｃを開穿し、釘、スクリウボルト等で桁Ｆに取付け
得るように構成する。また前記水平板Ｂ 1 の幅寸法Ｌ 3
は、桁Ｆの幅寸法Ｌ 2 と同程度になるように構成する。 [0008] engaging portion B includes a water <br/> flat B 1 abuts against the upper surface F 1 digit F, forming an inverted L-shape in a downward plate B 2 abuts against the side surface F 2 digit F . The engaging portion B is to bent formed seamlessly integrated into the lower edge of the opposite side plates A 2 of the engaging portion A, when the forming means is difficult, a horizontal plate B 1 and downstream plate B 2 the after folding formation, constituting the one side edge of the horizontal plate B 1 welded to integrally with the fitting portion a in the lower edge of the opposite side plates a 2 of the fitting portion a. Then, a suitable number of mounting holes C are formed in the horizontal plate B 1 and the downward plate B 2 , respectively, and the horizontal plate B 1 and the downward plate B 2 can be mounted on the beam F with nails, screw bolts or the like. Also, the width L 3 of the horizontal plate B 1
It is configured to be comparable to the width L 2 digit F.
【０００９】このように嵌合部Ａと係合部Ｂとで構成し
た梁受金物は、それほど大きな寸法でなく、かつ軽量で
あって、取扱いやすい構造である。The beam receiving member constituted by the fitting portion A and the engaging portion B is not so large in size, lightweight, and easy to handle.
【００１０】梁Ｄを桁Ｆ上に取付ける際は、水平板Ｂ 1
を桁Ｆの上面Ｆ 1 に当接させ、下向板Ｂ2 を桁Ｆの側面
Ｆ 2 に当接させて係合部Ｂを桁Ｆに係合し、所定の梁取
付け部位に配置した後、係合部Ｂの取付孔Ｃに釘、スク
リウボルトなどを打込んで桁Ｆに取付ける。この時、嵌
合部Ａは桁Ｆの上面側に配置される。ついで、梁Ｄの端
部を嵌合部Ａに嵌合して衝当部Ａ1 に衝当てれば、梁Ｄ
はその端部を桁Ｆの上面Ｆ 1 に載置した状態で、所定の
取付け部位に配置される。そして、嵌合部Ａの取付孔Ｃ
に釘、スクリウボルトなどを打込んで梁Ｄを嵌合部Ａに
取付けると共に、係合部Ｂの下向板Ｂ2 の取付孔Ｃに羽
子板ボルトＥを取付けて梁Ｄを桁Ｆに固定する。When the beam D is mounted on the beam F, the horizontal plate B 1
Was in contact with the upper surface F 1 digit F, the side surface of the downward plate B2 digit F
F 2 , the engaging portion B is engaged with the spar F , and is arranged at a predetermined beam mounting portion. Then, a nail, a screw bolt, or the like is driven into the mounting hole C of the engaging portion B, and the spar F Attach. At this time,
The joint A is disposed on the upper surface side of the beam F. Then, lever Te strike the butting portion A 1 is fitted to the ends of the beam D to the fitting portion A, the beams D
In a state of mounting the ends to the upper surface F 1 digit F, it is arranged at a predetermined attachment site. And the mounting hole C of the fitting portion A
The beam D is attached to the fitting portion A by driving a nail, a screw bolt, or the like, and the wing plate bolt E is attached to the mounting hole C of the downward plate B 2 of the engaging portion B, thereby fixing the beam D to the beam F.
【００１１】[0011]
【効果】本考案は、叙上の如く構成したから、重くて大
きい梁を動かして取付け部位に配置せずとも、梁受金物
を配置し取付けた後、梁を嵌合すれば、梁を取付け部位
に配置し得る。従って、梁の配置に手間どることがなく
なり、作業能率が促進されると共に、けがの危険少な
く、安全に作業することができる。そして、梁は、梁受
金物によって位置ずれの心配なく、強固に取付けられ
る。また、梁受金物を介して梁の端部が桁の上面に固定
されるようになるので、梁の荷重は桁に掛るようにな
り、よって、梁の荷重の大部分を接合金具自信で受ける
先行技術に比べ、永年の使用による梁受金物の損傷が少
なく、長期にわたって安定した接合力を維持できる。 さ
らに、嵌合部の対向側板及び水平板の幅寸法を桁などの
幅寸法と同程度とすると共に、嵌合部の高さ寸法を対向
側板の幅寸法と同程度としたことから、前記した取付け
状態において梁の長さ方向へのひねりに対する強度が向
上し、地震などに際しても強固な接合力が維持される。 [Effect] Since the present invention is configured as described above, the beam can be mounted by fitting the beam after placing and mounting the beam receiving member without moving the heavy and large beam and arranging it at the mounting site. May be located at the site. Accordingly, it is not necessary to dispose the beams, and the work efficiency is promoted, and the work can be performed safely with less risk of injury. Then, the beam is firmly attached by the beam receiving object without fear of displacement. In addition, the end of the beam is fixed to the top of the girder via the beam holder
The beam load will be applied to the girder.
Therefore, most of the load of the beam is received by the joint fitting itself
Less damage to beam fittings due to long-term use compared to prior art
And a stable bonding force can be maintained for a long time. Sa
In addition, the width of the side plate and horizontal plate
Approximately the width dimension, and the height dimension of the mating part is opposite
Since the width is almost the same as the side plate,
In this condition, the strength against twisting along the length of the beam
In addition, a strong bonding force is maintained even during an earthquake or the like.
【図面の簡単な説明】[Brief description of the drawings]
【図１】 本考案梁受金物の斜視図である。FIG. 1 is a perspective view of a beam receiver of the present invention.
【図２】 梁受金物の配線部位を示す木造建築物の縦断
斜視図である。FIG. 2 is a longitudinal perspective view of a wooden building showing a wiring portion of a beam receiving object.
【図３】 図２の建築物の現れていない一部を拡大して
示す縦断面図である。FIG. 3 is an enlarged vertical sectional view showing a part of the building shown in FIG. 2 where the building does not appear.
Ａ…嵌合部 Ａ1 …衝当部 Ａ2 …対向側板 Ｂ…係合部 Ｂ1 …水平板 Ｂ2 …下向板 Ｃ…取付孔A: Fitting part A 1 : Abutment part A 2 : Opposing side plate B: Engagement part B 1 : Horizontal plate B 2 : Downward plate C: Mounting hole
Claims (1)
当部を有する嵌合部を形成し、該嵌合部の対向側板下側
縁部には桁などの上面に当接する水平板を夫々設け、該
水平板において上記嵌合部の衝当部と反対側端縁には桁
などの側面に当接する下向板を設けて係合部を形成し、
それら嵌合部及び係合部に夫々取付孔を開穿し、前記係
合部を桁などに係合固定して前記嵌合部を桁などの上面
側に突出状に配置させ、その嵌合部に梁の端部を嵌合固
定するようにし、さらに前記対向側板及び水平板の幅寸
法を、前記係合部を係合固定する桁などの幅寸法と同程
度とすると共に、前記嵌合部の高さ寸法を前記対向側板
の幅寸法と同程度としたことを特徴とする木造建築物用
梁受金物。1. A plate material is bent into a flat U-shape to form a fitting portion having an abutment portion on the back side, and a lower edge portion of the fitting portion on the opposite side plate is in contact with an upper surface of a girder or the like. Horizontal plates are provided respectively, and a girder is provided at the edge of the horizontal plate opposite to the abutting portion.
Providing a downward facing plate that abuts the side surface, etc. to form an engaging part,
It was perforated in the respective mounting holes on their engaging portion and the engaging portion, the engaging
The joint is engaged with a girder and the like, and the fitting part is
Side, and the end of the beam is fitted to the fitting part.
The width of the opposite side plate and the horizontal plate.
The width of a girder or the like that engages and fixes the engaging portion.
And the height dimension of the fitting portion is
A beam support for a wooden building, which has a width approximately equal to the width of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991089812U JP2534302Y2 (en) | 1991-10-31 | 1991-10-31 | Beams for wooden buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991089812U JP2534302Y2 (en) | 1991-10-31 | 1991-10-31 | Beams for wooden buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0540404U JPH0540404U (en) | 1993-06-01 |
| JP2534302Y2 true JP2534302Y2 (en) | 1997-04-30 |
Family
ID=13981148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1991089812U Expired - Lifetime JP2534302Y2 (en) | 1991-10-31 | 1991-10-31 | Beams for wooden buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2534302Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5123216U (en) * | 1974-08-05 | 1976-02-20 | ||
| JPS52155306U (en) * | 1976-05-21 | 1977-11-25 |
-
1991
- 1991-10-31 JP JP1991089812U patent/JP2534302Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0540404U (en) | 1993-06-01 |
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