JP2587967Y2 - Beam support structure - Google Patents

Beam support structure

Info

Publication number
JP2587967Y2
JP2587967Y2 JP1992076004U JP7600492U JP2587967Y2 JP 2587967 Y2 JP2587967 Y2 JP 2587967Y2 JP 1992076004 U JP1992076004 U JP 1992076004U JP 7600492 U JP7600492 U JP 7600492U JP 2587967 Y2 JP2587967 Y2 JP 2587967Y2
Authority
JP
Japan
Prior art keywords
haunch
panel
support structure
frame
substantially right
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
JP1992076004U
Other languages
Japanese (ja)
Other versions
JPH0640107U (en
Inventor
俊英 壱岐
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP1992076004U priority Critical patent/JP2587967Y2/en
Publication of JPH0640107U publication Critical patent/JPH0640107U/en
Application granted granted Critical
Publication of JP2587967Y2 publication Critical patent/JP2587967Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、壁や柱間に架設される
梁の支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support structure for a beam installed between walls and columns.

【0002】[0002]

【従来の技術】梁の支持構造として、従来図5および図
6に示す構造が知られている。図5および図6は梁の支
持構造の一例を示す図である。これらの図において符号
1は梁であり、この梁1は、対向する壁パネル2、2の
それぞれの上に取付けられた敷桁3、3間に架設された
ものである。すなわち、敷桁3の内面側には合板4が貼
着され、この合板4の内面側には梁受け金物5が取付け
固定されており、この梁受け金物5に梁1の両端部がそ
れぞれ架けられ釘打ち等によって固定されることによ
り、梁1は壁パネル2、2間に架け渡されたものとなっ
ているのである。
2. Description of the Related Art Conventionally, a structure shown in FIGS. 5 and 6 has been known as a beam support structure. 5 and 6 are views showing an example of a support structure for a beam. In these figures, reference numeral 1 denotes a beam, which is erected between mats 3, 3 mounted on opposing wall panels 2, 2, respectively. More specifically, a plywood 4 is attached to the inner surface of the girder 3, and a beam receiving hardware 5 is attached and fixed to the inner surface of the plywood 4, and both ends of the beam 1 are hung on the beam receiving hardware 5, respectively. The beam 1 is bridged between the wall panels 2 and 2 by being fixed by nailing or the like.

【0003】[0003]

【考案が解決しようとする課題】ところで、近年住宅に
あっては、いわゆる3世代住宅と呼ばれるような大家族
が住める大規模なものへの要求が高まっており、これに
伴って家族全員が集うことができるような、あるいはホ
ームパーティーが楽しめるような大空間を有する居間等
の居室が求められている。
[Problems to be Solved by the Invention] By the way, in recent years, there has been an increasing demand for large-scale housing, which is a so-called three-generation housing, in which a large family can live, and with this, the whole family gathers. There is a need for a living room such as a living room having a large space in which a party can be enjoyed or a home party can be enjoyed.

【0004】しかし、大空間を有する居室を形成するに
は、梁を支持する壁や柱の間隔が当然広くなることか
ら、この梁にかかる荷重が大となってしまう。特に、大
規模住宅ということで3階建てにした場合には、これが
より顕著になるのである。そして、このような問題に対
処するには、例えば梁成を大きくし、荷重に耐え得る断
面とするのが普通である。しかしながら、梁成を大とし
た場合には、下階天井面と上階床面との間に梁が納まら
ず、梁の下端部が下階天井面より突出してしまったり、
あるいはこれを防ぐためには天井高を低くしなくてはな
らず、結果として美観を損ねたり、天井面が低いことか
ら大空間としての感覚が楽しめないといった不都合があ
る。
[0004] However, in order to form a living room having a large space, the distance between walls and columns supporting the beams is naturally widened, so that the load applied to the beams becomes large. This is particularly noticeable when a three-story building is used for a large-scale house. In order to cope with such a problem, for example, it is common to increase the beam structure and make the cross section to withstand a load. However, when the beam structure is large, the beam does not fit between the lower floor ceiling surface and the upper floor floor, and the lower end of the beam protrudes from the lower floor ceiling surface,
Alternatively, in order to prevent this, the height of the ceiling must be lowered, and as a result, there is an inconvenience that the aesthetic appearance is impaired, and the sense of a large space cannot be enjoyed due to the low ceiling surface.

【0005】本考案は前記事情に鑑みてなされたもの
で、その目的とするところは、長スパンの梁を、全体の
成を大きくすることなくしかも大荷重にも耐えられるよ
うに支持する構造を提供することにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a structure for supporting a long span beam so as to withstand a large load without increasing the overall size of the beam. To provide.

【0006】[0006]

【課題を解決するための手段】本考案における請求項1
記載の梁の支持構造では、壁あるいは柱等の支持構造体
に略直角三角形状のハンチパネルがその直角をなす一辺
にて当接されるとともに直角をなす他辺を上方に向け
、且つ前記梁の両側面を挟持する挟持部を上方に突出
させて取付け固定され、該ハンチパネル上に前記梁がそ
の両側面を挟持された状態で支持されてなることを前記
課題の解決手段とした。請求項2記載の梁の支持構造で
は、前記ハンチパネルが、略直角三角形状に組まれてな
る枠体と、該枠体の両面に貼設され前記挟持部を構成す
略直角三角形状の面材とから形成され、該面材が梁の
下部両側面を挟持するよう枠体より上方に突出して形成
されてなることを前記課題の解決手段とした。
Means for Solving the Problems Claim 1 of the present invention
In the support structure for a beam described in the above, a substantially right-angled triangular haunch panel is abutted on a support structure such as a wall or a pillar at one side forming a right angle thereof, and the other side forming a right angle is directed upward , and The holding parts that hold both sides of the
Then , the beam is fixed on the haunch panel.
The above-mentioned problem is solved by being supported while both sides are sandwiched . In the beam support structure according to claim 2, the haunch panel is a frame formed in a substantially right-angled triangular shape, and the holding portion is attached to both surfaces of the frame to form the holding portion.
The present invention has been made to solve the above-mentioned problem, and is characterized in that the surface material is formed from a substantially right-angled triangular surface material, and the surface material is formed to protrude above the frame so as to sandwich both lower side surfaces of the beam.

【0007】[0007]

【作用】本考案における請求項1記載の支持構造によれ
ば、支持構造体にハンチパネルが一辺を当接した状態で
取付けられ、かつその上辺に梁が架設されることによっ
て該ハンチパネルに梁が支持固定されているので、梁を
支持する構造体の間隔が見掛け上狭くなり、結果として
支持構造体の間隔が広くなっても梁にかかる荷重が小と
なる。また、施工時、梁をハンチパネル上に架設する
際、挟持部に納めることによって梁の位置決めが容易に
なる。請求項2記載の支持構造体によれば、前記ハンチ
パネルの面材が、梁の下部両側面を挟持するよう枠体よ
り上方に突出して形成されているので、施工時、梁をハ
ンチパネル上に架設する際、枠体より突出した面材間に
納めることによって梁の位置決めが容易になる。
According to the support structure of the first aspect of the present invention, the haunch panel is attached to the support structure with one side abutting, and a beam is erected on the upper side of the haunch panel to support the beam. Since it is fixed, the distance between the structures supporting the beam is apparently narrow, and as a result, the load on the beam is small even if the distance between the support structures is wide. At the time of construction, a beam is erected on the haunch panel.
At the time, it is easy to position the beam by putting it in the holding part
Become. According to the support structure of the second aspect, since the face material of the haunch panel is formed so as to protrude above the frame so as to sandwich both lower side surfaces of the beam, the beam is erected on the haunch panel during construction. In this case, the positioning of the beam is facilitated by placing it between face members protruding from the frame.

【0008】[0008]

【実施例】以下、本考案を詳しく説明する。図1は本考
案の支持構造をコーナー部における梁の支持構造に適用
した場合の一実施例を示すもので、図1中符号10は梁
である。この梁10は、壁パネル11の側端面に取付け
られた半割り材12(支持構造体)にその一端が架設さ
れるとともに、ハンチパネル13に側端部が支持され、
これによって図2に示すようにその両端部が半割り材1
2、12間に固定されたものとなっている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. FIG. 1 shows an embodiment in which the support structure of the present invention is applied to a support structure of a beam at a corner portion, and reference numeral 10 in FIG. 1 denotes a beam. One end of the beam 10 is erected on a half-split member 12 (support structure) attached to a side end surface of a wall panel 11, and a side end is supported by a haunch panel 13.
As a result, as shown in FIG.
It is fixed between 2 and 12.

【0009】半割り材12は、在来工法における柱
て機能するものであり、その上端部には縦方向に半分切
り欠かれてなる切欠部14が形成されている。そして、
この切欠部14に梁10の端部が架けられ、釘打ち等に
よって固定されることにより、半割り材12に梁10が
固定されるのである。また、この半割り材12にはハン
チパネル13が取付け固定されている。ハンチパネル1
3は、図3に示すように芯材15a、15b、15cが
直角三角形状に組まれてなる枠体15と、該枠体15の
両面に貼設された略直角三角形状の面材(挟持部)
6、16とから形成されたものである。枠体15は、半
割り材12に当接固定される芯材15aと、その上端面
に載った状態で接合され、これによって芯材15aとと
もに直角部を形成する芯材15bと、これら芯材15
a、15b間に挟持された状態で接合され、斜辺部を形
成する芯材15cとからなるものである。また、この枠
体15の芯材15aには、予め形成された貫通孔(図示
略)内に、内側から外側に向けてボルト17、17がワ
ッシャー18、18を介して挿通されており、これらボ
ルト17、17は接着等の手段により枠体15内に落ち
込まないようになっている。なお、芯材15a、15
b、15cは、ハンチパネル13の厚み方向となる幅が
いずれも梁10の厚みと同一もしくはやや大きくなって
いる。
[0009] half member 12, which functions Te pillars and to <br/> in conventional method, notch 14 formed are all half cut in the vertical direction is formed at its upper end. And
The beam 10 is fixed to the half-split member 12 by hanging the end of the beam 10 in the cutout 14 and fixing the beam 10 by nailing or the like. A haunch panel 13 is attached and fixed to the half-split member 12. Haunch panel 1
Reference numeral 3 denotes a frame body 15 in which core members 15a, 15b, and 15c are assembled in a right-angled triangular shape as shown in FIG. 3, and a substantially right-angled triangle-shaped face material attached to both surfaces of the frame body 15 (pinching). Part) 1
6 and 16. The frame body 15 is joined to a core member 15a fixed to the half-split member 12 in a state where the core member 15a rests on the upper end surface thereof, thereby forming a right angle portion with the core member 15a. Fifteen
a and 15b, which are joined in a state of being sandwiched therebetween, and are formed of a core material 15c which forms an oblique side portion. Further, bolts 17, 17 are inserted from the inside to the outside through washers 18, 18 in a through hole (not shown) formed in advance in the core material 15a of the frame 15, and The bolts 17 are prevented from falling into the frame 15 by means such as bonding. The core members 15a, 15
In each of b and 15c, the width in the thickness direction of the haunch panel 13 is equal to or slightly larger than the thickness of the beam 10.

【0010】面材16、16は、枠体15のなす形状に
ほぼ等しく(相似形に)形成されたもので、芯材15
a、芯材15c側の辺がこれら芯材15a、15cの端
縁に一致し、かつ芯材15b側の辺が芯材15bより上
方に突出するよう貼設されたものである。そして、この
ハンチパネル13は、図1および図4に示すように半割
り材12の切欠部14の下方に予め座彫りされて形成さ
れた貫通孔19、19に、前記ボルト17、17が挿通
され、かつ芯材15aの側面が半割り材12に当接せし
められ、この状態でナット20、20がボルト17、1
7に螺着されることにより、半割り材12に固定された
ものとなっている。ここで、ボルト17、17および貫
通孔19、19は、半割り材12の切欠部14を形成す
る上端面14aと、芯材15bの上面が面一になるよう
予めその位置が決められている。
[0010] The face materials 16 and 16 are formed so as to be substantially equal to (similar to) the shape of the frame body 15.
a, the side on the side of the core material 15c coincides with the edge of these core materials 15a, 15c, and the side on the side of the core material 15b is attached so as to protrude above the core material 15b. As shown in FIGS. 1 and 4, the bolts 17, 17 of the haunch panel 13 are inserted into through holes 19, 19 which are formed by carving in advance below the cutouts 14 of the half-piece 12. And the side surface of the core member 15a is brought into contact with the half-split member 12, and in this state, the nuts 20,
7 is fixed to the half-split member 12 by screwing. Here, the positions of the bolts 17 and 17 and the through holes 19 and 19 are determined in advance so that the upper surface 14a forming the cutout portion 14 of the half-split member 12 and the upper surface of the core member 15b are flush. .

【0011】また、梁10は、半割り材12の切欠部1
4を形成する上端面14aと、ハンチパネル13の芯材
15bの上面とに載置され、さらに釘打ちや接着等によ
ってこれらに固定される。ここで、梁10の位置決めに
ついては、ハンチパネル13の面材16、16が上方に
突出していることから、これら面材16、16間に梁1
0を納めることにより、梁10の下部両側面が挟持さ
れ、梁10の位置を容易にしかも正確に決めることがで
きる。
The beam 10 is formed by cutting the notch 1 of the half-piece 12.
4 and the upper surface of the core material 15b of the haunch panel 13 and are fixed thereto by nailing or bonding. Here, regarding positioning of the beam 10, since the face materials 16, 16 of the haunch panel 13 project upward, the beam 1 is located between these face materials 16, 16.
By inserting 0, both lower side surfaces of the beam 10 are clamped.
Thus, the position of the beam 10 can be easily and accurately determined.

【0012】このような構成の梁10の支持構造にあっ
ては、半割り材12にハンチパネル13が当接して取付
けられ、かつその上辺となる芯材15bの上に梁10が
架設されて支持固定されていることから、半割り材1
2、すなわちこれを固定する壁パネル11、11間の間
隔が広くなっても、ハンチパネル13、13によって梁
10自身を支える構造体の見掛け上の間隔は半割り材1
2、12間の間隔より狭いものとなり、したがって半割
り材12、12(壁パネル11、11)の間隔が広いに
もかかわらず梁10自身にかかる荷重は、ハンチングパ
ネル13、13を用いない場合に比べ小となる。
In the support structure of the beam 10 having such a structure, the haunch panel 13 is attached to the half-split member 12 in abutment, and the beam 10 is erected and supported on the core 15b which is the upper side thereof. Because it is fixed, half-split wood 1
2, that is, even if the space between the wall panels 11 and 11 for fixing the same is widened, the apparent space between the structures supporting the beam 10 itself by the haunch panels 13 and 13 is a half-split member 1.
Even though the distance between the halves 12, 12 (wall panels 11, 11) is large, the load applied to the beam 10 itself is smaller than that between the hunting panels 13, 13 when the hunting panels 13, 13 are not used. Is smaller than.

【0013】[0013]

【考案の効果】以上説明したように本考案における請求
項1記載の梁の支持構造は、支持構造体にハンチパネル
が一辺を当接した状態で取付けられ、かつその上辺に梁
が架設されることによって該ハンチパネルに梁が支持固
定されたものであるから、梁を支持する構造体の間隔が
見掛け上狭くなり、結果として支持構造体の間隔が広く
なっても梁にかかる荷重が小となる。したがって、大空
間の居室を形成する場合に、支持構造体間の間隔が広く
なっても梁にかかる荷重が小となることから梁成を過大
にする必要がなくなり、これによって梁が下階天井面よ
り突出してしまったり、あるいは天井高を低くしなくて
はならないといった従来の不都合を解消することができ
る。また、請求項1記載の梁の支持構造は、上方に突出
する挟持部によって梁がその両側面を挟持されたもので
あるから、施工時、梁をハンチパネル上に架設する際、
挟持部に梁を納めることにより、梁の位置決めを容易に
しかも正確に行うことができ、したがって施工性を高め
ることができる。請求項2記載の支持構造体は、ハンチ
パネルの面材が、梁の下部両側面を挟持するよう枠体よ
り上方に突出して形成されているので、施工時、梁をハ
ンチパネル上に架設する際、枠体より突出した面材間に
梁を納めることにより、梁の位置決めを容易にしかも正
確に行うことができ、したがって施工性を高めることが
できる。
As described above, the beam supporting structure according to the first aspect of the present invention is such that the haunch panel is attached to the supporting structure with one side abutting, and the beam is erected on the upper side. Since the beam is supported and fixed to the haunch panel, the distance between the structures supporting the beam is apparently narrow, and as a result, even if the distance between the support structures is wide, the load applied to the beam is small. Therefore, when forming a living room in a large space, it is not necessary to make the beam excessively large because the load applied to the beam is small even if the distance between the support structures is wide, and the beam is not required to be lowered. Conventional inconveniences such as protruding from the surface or lowering the ceiling height can be solved. Further, the beam supporting structure according to claim 1 protrudes upward.
The beam is clamped on both sides by the clamping part
Therefore, when constructing the beam on the haunch panel during construction,
Easy positioning of the beam by placing the beam in the clamp
Moreover, it can be performed accurately, thus improving workability.
Can be In the supporting structure according to claim 2, since the face material of the haunch panel is formed so as to protrude above the frame body so as to sandwich the lower side surfaces of the beam, at the time of construction, when the beam is erected on the haunch panel, By placing the beam between the face members protruding from the frame, the beam can be positioned easily and correctly.
You can do probability, thus it is possible to enhance the workability.

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

【図1】本考案の梁の支持構造の一実施例を示す斜視
図。
FIG. 1 is a perspective view showing an embodiment of a beam support structure of the present invention.

【図2】図1に示した梁の支持構造の正面図。FIG. 2 is a front view of the beam support structure shown in FIG.

【図3】ハンチパネルの概略構成図。FIG. 3 is a schematic configuration diagram of a haunch panel.

【図4】図2の要部拡大図。FIG. 4 is an enlarged view of a main part of FIG. 2;

【図5】従来の梁の支持構造の一例を示す正面図。FIG. 5 is a front view showing an example of a conventional beam support structure.

【図6】図5の要部拡大図。FIG. 6 is an enlarged view of a main part of FIG. 5;

【符号の説明】[Explanation of symbols]

10 梁 11 壁パネル 12 半割り材 13 ハンチパネル 15 枠体 16 面材(挟持部) DESCRIPTION OF SYMBOLS 10 Beam 11 Wall panel 12 Half-split material 13 Haunch panel 15 Frame 16 Face material (holding part)

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 壁あるいは柱等の支持構造体間に略水平
方向に架設される梁の支持構造であって、前記支持構造
体に略直角三角形状のハンチパネルがその直角をなす一
辺にて当接されるとともに直角をなす他辺を上方に向け
、且つ前記梁の両側面を挟持する挟持部を上方に突出
させて取付け固定され、該ハンチパネル上に前記梁がそ
の両側面を挟持された状態で支持されてなることを特徴
とする梁支持構造。
1. A support structure for a beam which is installed in a substantially horizontal direction between support structures such as walls or columns, wherein a substantially right-angled triangular haunch panel is provided on the support structure at one side forming a right angle. The other side that is in contact with and forms a right angle is directed upward , and the holding portions that hold both sides of the beam are projected upward.
Then , the beam is fixed on the haunch panel.
A beam supporting structure characterized in that both sides of the beam are supported.
【請求項2】 請求項1記載の梁の支持構造において、
前記ハンチパネルが、略直角三角形状に組まれてなる枠
体と、該枠体の両面に貼設され前記挟持部を構成する
直角三角形状の面材とから形成され、該面材が梁の下部
両側面を挟持するよう枠体より上方に突出して形成され
てなることを特徴とする梁の支持構造。
2. The beam support structure according to claim 1, wherein
The haunch panel is formed of a frame body assembled in a substantially right-angled triangular shape, and a substantially right-angled triangle-shaped surface material attached to both surfaces of the frame body and forming the holding portion, and the surface material is formed of a beam. A support structure for a beam, which is formed so as to protrude above a frame so as to sandwich both lower side surfaces.
JP1992076004U 1992-11-02 1992-11-02 Beam support structure Expired - Lifetime JP2587967Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992076004U JP2587967Y2 (en) 1992-11-02 1992-11-02 Beam support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992076004U JP2587967Y2 (en) 1992-11-02 1992-11-02 Beam support structure

Publications (2)

Publication Number Publication Date
JPH0640107U JPH0640107U (en) 1994-05-27
JP2587967Y2 true JP2587967Y2 (en) 1998-12-24

Family

ID=13592670

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992076004U Expired - Lifetime JP2587967Y2 (en) 1992-11-02 1992-11-02 Beam support structure

Country Status (1)

Country Link
JP (1) JP2587967Y2 (en)

Also Published As

Publication number Publication date
JPH0640107U (en) 1994-05-27

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