JPH0640107U - Beam support structure - Google Patents

Beam support structure

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Publication number
JPH0640107U
JPH0640107U JP7600492U JP7600492U JPH0640107U JP H0640107 U JPH0640107 U JP H0640107U JP 7600492 U JP7600492 U JP 7600492U JP 7600492 U JP7600492 U JP 7600492U JP H0640107 U JPH0640107 U JP H0640107U
Authority
JP
Japan
Prior art keywords
support structure
haunch
panel
frame body
attached
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
JP7600492U
Other languages
Japanese (ja)
Other versions
JP2587967Y2 (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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Abstract

(57)【要約】 【目的】 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。 【構成】 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る。支持構造体に略直角
三角形状のハンチパネルが、その直角を形成する一辺で
当接されるとともに直角を形成する他辺を上方に向けて
取付け固定され、ハンチパネル上に梁が支持されてなる
梁の支持構造。
(57) [Summary] [Purpose] To provide a structure for supporting a long-span beam so as to withstand a large load without increasing the overall size. [Structure] A support structure for a beam that is installed in a substantially horizontal direction between support structures such as walls or columns. A haunch panel having a substantially right-angled triangular shape is attached to the support structure at one side forming the right angle and is fixed with the other side forming the right side facing upward, and the beam is supported on the haunch panel. Support structure.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、壁や柱間に架設される梁の支持構造に関する。 The present invention relates to a beam support structure installed between walls and columns.

【0002】[0002]

【従来の技術】[Prior art]

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。 As a beam supporting structure, the structures shown in FIGS. 5 and 6 are conventionally known. 5 and 6 are views showing an example of a beam support structure. In these drawings, reference numeral 1 is a beam, and the beam 1 is erected between the floor girders 3 and 3 mounted on the opposing wall panels 2 and 2, respectively. That is, the plywood 4 is attached to the inner surface side of the bed beam 3, and the beam receiving hardware 5 is attached and fixed to the inner surface side of the plywood 4, and both ends of the beam 1 are respectively attached to the beam receiving hardware 5. The beam 1 is bridged between the wall panels 2 and 2 by being hung and fixed by nailing or the like.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

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。 By the way, in recent years, there has been an increasing demand for large-scale housing that can accommodate a large family, such as so-called third-generation housing, and along with this, all the families can gather together or homes can be gathered. There is a demand for living rooms such as living rooms that have a large space where parties 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。However, in order to form a living room having a large space, the distance between the walls and columns that support the beam is naturally wide, so that the load applied to the beam becomes large. This is especially noticeable in the case of a three-story building because it is a large-scale residence. Then, in order to deal with such a problem, for example, the beam formation is usually made large so that the cross section can bear the load. However, when the size of the beam is large, the beam does not fit between the ceiling surface of the lower floor and the floor surface of the upper floor, and the lower end of the beam may protrude from the ceiling surface of the lower floor, or in order to prevent this. Has to lower the ceiling height, resulting in a loss of aesthetics, and the low ceiling surface makes it impossible to enjoy the feeling of being a large space.

【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 thereof is to support a beam with a long span so as to withstand a large load without increasing the overall size. To provide the structure.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

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て取付け固定され、該ハンチパネル上に梁が支持 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た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。 In the beam support structure according to claim 1 of the present invention, a substantially right-angled triangular haunch panel is brought into contact with a support structure such as a wall or a pillar at one side forming the right angle and the other side forming the right side is supported. The means for solving the above problem is that the beam is mounted and fixed upward, and the beam is supported on the haunch panel. In the beam support structure according to claim 2, the haunch panel is formed of a frame body assembled in a substantially right triangle shape, and a substantially right triangle face material attached to both surfaces of the frame body, The face member is formed so as to protrude upward from the frame body so as to sandwich both side surfaces of the lower portion of the beam, which is a means for solving the above problems.

【0007】[0007]

【作用】[Action]

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。 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 supporting structure of claim 1 of the present invention, the haunch panel is attached to the supporting structure in a state where one side of the haunch panel is in contact with the supporting structure, and the beam is installed on the upper side of the haunch panel so that the beam is supported and fixed to the haunch panel. Therefore, the space between the structures supporting the beam is apparently narrowed, and as a result, the load applied to the beam is small even if the space between the supporting structures is widened. According to the support structure of claim 2, since the face material of the haunch panel is formed so as to project above the frame body so as to sandwich both lower side surfaces of the beam, the beam is erected on the haunch panel during construction. At this time, the beam can be easily positioned by placing it between the face materials protruding from the frame.

【0008】[0008]

【実施例】【Example】

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1 1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12、12間に固定されたものとなっている。 Hereinafter, the present invention will be described in detail. FIG. 1 shows an embodiment in which the supporting structure of the present invention is applied to a supporting structure for a beam at a corner portion, and reference numeral 10 in FIG. 1 denotes a beam. This beam 10 has its one end erected on a half-divided material 12 (support structure) attached to the side end surface of the wall panel 11, and has its side end supported by the haunch panel 13, which is shown in FIG. As described above, both ends thereof are fixed between the halves 12, 12.

【0009】 半割り材12は、在来工法における柱のし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13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16、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15a、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、15b、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。The half-divided member 12 functions as a pillar in the conventional construction method, and has a notch 14 formed by half-cutting in the vertical direction at the upper end thereof. Then, the beam 10 is fixed to the half-divided member 12 by suspending the end of the beam 10 in the notch 14 and fixing it by nailing or the like. A haunch panel 13 is attached and fixed to the half-divided material 12. As shown in FIG. 3, the haunch panel 13 includes a frame body 15 in which core materials 15a, 15b, and 15c are assembled in a right-angled triangle shape, and a substantially right-angled triangular surface material attached to both surfaces of the frame body 15. It is formed from 16, 16. The frame body 15 is joined to the core material 15a that is abutted and fixed to the half-divided material 12 while being mounted on the upper end surface thereof, thereby forming a right angle portion together with the core material 15a, and the core material 15b. It is composed of a core material 15c which is joined in a state of being sandwiched between the materials 15a and 15b and which forms a hypotenuse part. Further, in the core material 15a of the frame body 15, bolts 17, 17 are inserted through washers 18, 18 from inside to outside in a through hole (not shown) formed in advance. The bolts 17, 17 are designed not to fall into the frame body 15 by means such as adhesion. In the core materials 15a, 15b, 15c, the width in the thickness direction of the haunch panel 13 is the same as 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15a、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、17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。The face members 16 and 16 are formed to have a shape (similar to) similar to the shape of the frame body 15. The sides of the core members 15a and 15c are the edges of the core members 15a and 15c. In addition, it is attached so that the side on the core material 15b side protrudes above the core material 15b. As shown in FIGS. 1 and 4, in the haunch panel 13, the bolts 17 and 17 are inserted into the through holes 19 and 19 which are previously carved into the cutout portion 14 of the half-divided member 12. Then, the side surface of the core material 15a is brought into contact with the half-divided material 12, and in this state, the nuts 20, 20 are screwed to the bolts 17, 17, so that the half-divided material 12 is fixed. ing. Here, the positions of the bolts 17, 17 and the through holes 19, 19 are determined in advance so that the upper end surface 14a forming the cutout portion 14 of the half-split material 12 and the upper surface of the core material 15b are flush with each other. ing.

【0011】 また、梁10は、半割り材12の切欠部14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 10を納めることにより、梁10の位置を容易にしかも正確に決めることができ る。Further, the beam 10 is placed on the upper end surface 14a forming the cutout portion 14 of the half-divided member 12 and the upper surface of the core member 15b of the punch panel 13, and further fixed to them by nailing or adhesion. To be done. Here, regarding the positioning of the beam 10, since the face members 16, 16 of the haunch panel 13 are projected upward, the position of the beam 10 can be easily and easily by placing the beam 10 between these face members 16, 16. You can make an accurate decision.

【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12、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12、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-divided member 12 in abutment, and the beam 10 is erected and supported on the core member 15b which is the upper side thereof. Since it is fixed, even if the space between the half-divided members 12, that is, the wall panels 11, 11 for fixing the same is widened, the apparent space of the structure supporting the beam 10 itself by the haunch panels 13, 13 is half. The spacing between the split members 12, 12 is narrower, and therefore the load applied to the beam 10 itself is greater than that of the hunting panels 13, 13 even though the spacing between the split members 12, 12 (wall panels 11, 11) is wide. It will be smaller than when not used.

【0013】[0013]

【考案の効果】[Effect of device]

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。 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, in the beam support structure according to claim 1 of the present invention, the haunch panel is attached to the support structure with one side abutting, and the beam is erected on the upper side of the support structure. However, since the space between the structures supporting the beam is apparently narrowed, the load applied to the beam is small even if the space between the supporting structures is widened. Therefore, when forming a living room with a large space, it is not necessary to oversize the beam because the load applied to the beam will be small even if the space between the support structures is wide, and the beam will not be oversized. It is possible to eliminate the conventional inconveniences such as protruding from the surface or lowering the ceiling height. In the support structure according to claim 2, since the face material of the haunch panel is formed so as to project above the frame body so as to sandwich both side surfaces of the lower portion of the beam, when the beam is erected on the haunch panel during construction. By placing the beam between the face members protruding from the frame, the beam can be easily positioned and therefore the workability can be improved.

【図面の簡単な説明】[Brief description of 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.

【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.

【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 10 Beams 11 Wall Panels 12 Half Divided Materials 13 Haunch Panels 15 Frames 16 Face Materials

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【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
て取付け固定され、該ハンチパネル上に梁が支持されて
なることを特徴とする梁支持構造。
1. A support structure for a beam, which is erected in a substantially horizontal direction between support structures such as walls or pillars, wherein a substantially right-angled triangular haunch panel is abutted to the support structure at one side forming a right angle. A beam support structure, wherein the beam is supported on the haunch panel, which is attached and fixed so that the other side forming a right angle is directed upward.
【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た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 triangle shape, and a substantially right triangle shaped face material adhered to both surfaces of the frame body, and the face material sandwiches both lower side surfaces of the beam. A support structure for a beam, which is formed so as to project above the frame body.
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 true JPH0640107U (en) 1994-05-27
JP2587967Y2 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
JP2587967Y2 (en) 1998-12-24

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