JP2783699B2 - Building frame structure - Google Patents
Building frame structureInfo
- Publication number
- JP2783699B2 JP2783699B2 JP3148244A JP14824491A JP2783699B2 JP 2783699 B2 JP2783699 B2 JP 2783699B2 JP 3148244 A JP3148244 A JP 3148244A JP 14824491 A JP14824491 A JP 14824491A JP 2783699 B2 JP2783699 B2 JP 2783699B2
- Authority
- JP
- Japan
- Prior art keywords
- load
- members
- bearing panel
- horizontal
- frame structure
- 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 - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明は、主に木造建築物に適
用される建築軸組構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building frame structure mainly applied to wooden buildings.
【０００２】[0002]
【従来の技術】一般に、木造建築物における地震力など
の水平力に対する補強は、筋違いや壁の配置によって行
われるが、このような補強方法では、接合部に手間のか
かる接合用の切欠き加工を行う必要であり、また木構造
ということから強度的にも自ずと限界がある。このた
め、当出願人はこれまで図７に図示するような耐力パネ
ルを考案した。この耐力パネルは、木製などの縦部材の
両側に棒状部材を波状に配したラチス部材を取り付けて
構成されており、軽量で、強度の大きい水平耐力部材と
いえる。2. Description of the Related Art In general, reinforcement of a wooden building against horizontal force such as seismic force is carried out by using a streak or a wall arrangement. It is necessary to carry out, and because of the wooden structure, there is naturally a limit in strength. For this reason, the present applicant has devised a load-bearing panel as shown in FIG. This load-bearing panel is constructed by attaching a lattice member in which bar-shaped members are arranged in a wave shape on both sides of a vertical member such as a wooden member, and can be said to be a lightweight, high-strength horizontal load-bearing member.
【０００３】[0003]
【発明が解決しようとする課題】しかし、この耐力パネ
ルは製作過程で、サイズ、特に高さが決まってしまうた
め、横架材間距離が異なると、一種類の耐力パネルでは
対応できないため、高さの異なるものを幾種類も製作し
ておく必要があり、きわめて不経済なものとなるという
課題があった。However, since the size of the load-bearing panel, particularly the height, is determined during the manufacturing process, if the distance between the horizontal members is different, a single type of load-bearing panel cannot cope. There was a problem that it was necessary to produce many types of different types, which was extremely uneconomical.
【０００４】この発明は、以上の課題を解決するために
なされたもので、特に一種類の耐力パネルで階高の変化
に自由に対応できるようにした建築軸組構造を提供する
ことを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and has as its object to provide an architectural frame structure capable of freely responding to a change in floor height with one kind of load-bearing panel. I do.
【０００５】[0005]
【課題を解決するための手段】この発明に係る建築軸組
構造は、中央の縦部材(4a)の両側に棒状部材を波状に配
したラチス部材(4b)をそれぞれ接合して形成された耐力
パネル（４）を、上下の横架部材（１）、（２）と左右
縦部材（３）とからなる架構内に設置してなる建築軸組
構造に関し、前記横架部材（１）、（２）の一方と耐力
パネル（４）との間に嵩上げ部材（５）が介在され、前
記嵩上げ部材（５）は取付金具（７）で前記一方の横架
部材（１）、（２）に固定されると共に、前記左右の縦
部材材３にＬ型取付金具８で固定され、前記ラチス部材
(4b)はその屈曲部(4b)が左右の縦部材（３）に接合さ
れ、さらにラチス部材(4b)の端部が中央の縦部材(4a)と
共に前記嵩上げ部材（５）および他方の横架部材
（１）、（２）に接合金具（６）で接合されている。According to the present invention, there is provided a building frame structure in which a lattice member (4b) having a bar-shaped member arranged in a wave shape on both sides of a central vertical member (4a) is joined. Regarding an architectural frame structure in which a panel (4) is installed in a frame composed of upper and lower horizontal members (1) and (2) and left and right vertical members (3), the horizontal member (1), ( An elevating member (5) is interposed between one of the members (2) and the load-bearing panel (4), and the elevating member (5) is attached to the one of the transverse members (1) and (2) by a mounting bracket (7). The lattice member is fixed to the left and right vertical member members 3 with an L-shaped fitting 8.
(4b) The bent part (4b) is joined to the left and right vertical members (3), and the end of the lattice member (4b) is together with the central vertical member (4a) together with the raising member (5) and the other horizontal member. It is joined to the frame members (1) and (2) by a joint fitting (6).
【０００６】[0006]
【実施例】図１〜図６は、この発明に係る建築軸組構造
の一実施例を示し、図において、上下横部材としての土
台１，２と、左右縦部材としての左右柱3,3 とからなる
架構内に耐力パネル４が建て付けられている。また、梁
２と耐力パネル４との間に嵩上げ部材５が介在されてい
る。1 to 6 show an embodiment of a building frame structure according to the present invention. In the drawings, bases 1 and 2 as upper and lower horizontal members and left and right columns 3 and 3 as left and right vertical members are shown. A load-bearing panel 4 is built in a frame consisting of: Further, a raising member 5 is interposed between the beam 2 and the load bearing panel 4.
【０００７】耐力パネル４は木材または形材などからな
る中央の縦部材4aの両側に、鋼管などからなる棒状部材
を波状に曲げ加工したラチス部材4b,4b を、その屈曲部
4cを縦部材4aの側面部にボルト止めまたは溶接してそれ
ぞれ取り付けることにより構成されている。The load-bearing panel 4 has lattice members 4b, 4b obtained by bending a rod-like member made of steel pipe or the like in a wavy shape on both sides of a central vertical member 4a made of wood or a shape member, and bending portions thereof.
4c is attached to the side surface of the vertical member 4a by bolting or welding.
【０００８】縦部材4aの上下両端部は土台１と嵩上げ部
材５に接合金具６によってそれぞれ接合され、またラチ
ス部材4bの屈曲部4dは左右柱3,3 にボルト止めまたは釘
止めすることによってそれぞれ接合されている。The upper and lower ends of the vertical member 4a are respectively joined to the base 1 and the raising member 5 by joining metal fittings 6, and the bent portion 4d of the lattice member 4b is bolted or nailed to the left and right columns 3, 3, respectively. Are joined.
【０００９】嵩上げ部材５は、主に木質材から矩形断面
形に形成され、かつ設計階高、すなわち土台１と梁２間
の距離（横架材間距離）によってできる梁２と耐力パネ
ル４間の空きが完全に埋まる大きさに形成されている。
なお、嵩上げ材５は梁２と耐力パネル４間の空きが完全
に埋まるものであれば、必ずしも単一材である必要はな
く集成材で形成してもよい。The raising member 5 is formed mainly of a wooden material into a rectangular cross section, and is formed between the beam 2 and the load-bearing panel 4 formed by the design floor height, that is, the distance between the base 1 and the beam 2 (distance between horizontal members). Is formed to a size that completely fills the empty space.
The raising material 5 is not necessarily required to be a single material but may be formed of a laminated material as long as the space between the beam 2 and the load-bearing panel 4 is completely filled.
【００１０】このように形成された嵩上げ部材５は、取
付金具７とＬ型取付金具８とによって梁２と左右柱3,3
にそれぞれ固定されている。The raising member 5 formed in this manner is attached to the beam 2 and the left and right columns 3, 3 by the mounting bracket 7 and the L-shaped mounting bracket 8.
Respectively.
【００１１】取付金具７は真下に開口する断面略溝状に
形成されている（図５参照）。また、取付金具７は梁２
中央部の下面部に釘止めまたはボルト止めすることによ
り取り付けられている。The mounting member 7 is formed in a substantially groove-shaped cross section that opens right below (see FIG. 5). The mounting bracket 7 is the beam 2
It is attached to the lower surface at the center by nailing or bolting.
【００１２】Ｌ型取付金具８はＬ字形状に形成されてい
る（図６参照）。また、Ｌ型取付金具８は左右柱３の内
側に取付金具７と同様にボルト止めまたは釘止めするこ
とにより取り付けられている。The L-shaped mounting member 8 is formed in an L shape (see FIG. 6). The L-shaped mounting bracket 8 is attached to the left and right pillars 3 by bolting or nailing in the same manner as the mounting bracket 7.
【００１３】嵩上げ部材５の左右両端部はＬ型取付金具
８の水平部8aの上にそれぞれ載せられ、かつＬ型取付金
具８の水平部8aにそれぞれ釘止めまたはボルト止めされ
ている。また、嵩上げ部材５の中央部は取付金具７の溝
部に嵌め込まれ、かつ取付金具７の左右垂直部7a,7a に
釘止めまたはボルト止めされている。The left and right ends of the raising member 5 are mounted on the horizontal portion 8a of the L-shaped mounting bracket 8, respectively, and are nailed or bolted to the horizontal portion 8a of the L-shaped mounting bracket 8, respectively. The central portion of the raising member 5 is fitted in the groove of the mounting member 7 and is nailed or bolted to the left and right vertical portions 7a, 7a of the mounting member 7.
【００１４】なお、嵩上げ部材５は、必ずしも耐力パネ
ル４と梁２との間に取り付ける必要はなく、耐力パネル
４と土台１との間に取り付けてもよい。The raising member 5 does not necessarily need to be mounted between the load-bearing panel 4 and the beam 2, but may be mounted between the load-bearing panel 4 and the base 1.
【００１５】[0015]
【発明の効果】この発明は以上説明したように構成され
ているので、以下に記載するような効果を奏する。Since the present invention is configured as described above, it has the following effects.
【００１６】 耐力パネルと梁若しくは土台としての
横架材との間に、設計階高に応じて必要な断面サイズの
嵩上げ部材を介在するというきわめて簡単な方法で、耐
力パネルの高さの足りない分を調整することができる。
したがって、一種類の耐力パネルによって階高の異なる
建物に対応でき、きわめて経済的である。[0016] The height of the load-bearing panel is insufficient by a very simple method of interposing a raising member having a required cross-sectional size according to the design floor height between the load-bearing panel and the horizontal member as a beam or a base. Minutes can be adjusted.
Therefore, buildings with different floor heights can be accommodated by one type of load-bearing panel, which is extremely economical.
【００１７】 嵩上げ部材が取付金具で一方の横架部
材に固定されると共に、左右の縦部材材にＬ型取付金具
で固定され、ラチス部材の屈曲部が左右の縦部材に接合
され、さらにラチス部材の端部が中央の縦部材と共に嵩
上げ部材および他方の横架部材に接合金具で接合されて
いるので、嵩上げ部材を介在させても耐力パネルの機能
は損なわれず、十分にその効果を発揮することかができ
る。[0017] The raising member is fixed to one of the horizontal members by a mounting bracket, and is fixed to the left and right vertical members by L-shaped mounting brackets, and the bent portion of the lattice member is joined to the left and right vertical members. Since the end of the member is joined to the raising member and the other transverse member together with the central vertical member by the joining metal fitting, the function of the load-bearing panel is not impaired even if the raising member is interposed, and the effect is sufficiently exhibited. I can do that.
【００１８】すなわち、地震などにより横架部材に横方
向の力が加わったとき、その力が横架部材から嵩上げ部
材を通って中央の縦部材および左右のラチス部材に効率
よく伝達されるので、軸組構造における耐力パネルの機
能が効率的に発揮される。That is, when a lateral force is applied to the horizontal member due to an earthquake or the like, the force is efficiently transmitted from the horizontal member to the central vertical member and the left and right lattice members through the raising member. The function of the load-bearing panel in the frame structure is efficiently exhibited.
【図１】耐力パネルの取付状態を示す建物軸組の正面図
である。FIG. 1 is a front view of a building frame showing a mounting state of a load bearing panel.
【図２】耐力パネルの取付状態を示す正面図である。FIG. 2 is a front view showing a mounting state of the load bearing panel.
【図３】耐力パネルの取付状態を示す上端側分解斜視図
である。FIG. 3 is an exploded perspective view of the upper end side showing a mounting state of the load bearing panel.
【図４】耐力パネルの取付状態を示す下端側分解斜視図
である。FIG. 4 is an exploded perspective view of a lower end side showing a mounted state of the load bearing panel.
【図５】取付金具の斜視図である。FIG. 5 is a perspective view of a mounting bracket.
【図６】取付金具の斜視図である。FIG. 6 is a perspective view of a mounting bracket.
【図７】従来の耐力パネルの正面図である。FIG. 7 is a front view of a conventional load-bearing panel.
１…横架材（土台）、２…横架材（梁）、３…縦部材
（柱）、４…耐力パネル、 ５…嵩上げ部材、６…接合金具、７…取付金具、８…Ｌ
型取付金具、 4a…縦部材、4b…ラチス部材、4c,4d …屈曲部。DESCRIPTION OF SYMBOLS 1 ... Horizontal material (base), 2 ... Horizontal material (beam), 3 ... Vertical member (pillar), 4 ... Strength panel, 5 ... Raising member, 6 ... Joining fitting, 7 ... Mounting fitting, 8 ... L
Mold mounting bracket, 4a: vertical member, 4b: lattice member, 4c, 4d: bent portion.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 ＦＩ Ｅ０４Ｂ 2/56 ６２２ Ｅ０４Ｂ 2/56 ６２２Ｂ ６２２Ｊ ６３２ ６３２Ｂ ６３２Ｋ ６４２ ６４２Ｂ ６５１ ６５１Ｄ ６５１Ｋ ６５１Ｌ ６５２ ６５２Ｋ (58)調査した分野(Int.Cl.6，ＤＢ名) E04B 2/56 E04B 1/26──────────────────────────────────────────────────続 き Continuation of front page (51) Int.Cl. 6 Identification symbol FI E04B 2/56 622 E04B 2/56 622B 622J 632 632B 632K 642 642B 651 651D 651K 651L 652 652K (58) Surveyed field (Int.Cl. . 6, DB name) E04B 2/56 E04B 1/26
Claims (1)
状に配したラチス部材(4b)を接合してなる耐力パネル
（４）を上下の横架部材（１）、（２）と左右縦部材
（３）とからなる架構内に設置してなる建築軸組構造に
おいて、前記横架部材（１）、（２）の一方と耐力パネ
ル（４）との間に嵩上げ部材（５）が介在され、前記嵩
上げ部材（５）は取付金具（７）で前記一方の横架部材
（１）、（２）に固定されると共に、前記左右の縦部材
材３にＬ型取付金具８で固定され、前記ラチス部材(4b)
はその屈曲部(4b)が左右の縦部材（３）に接合され、さ
らにラチス部材(4b)の端部が中央の縦部材(4a)と共に前
記嵩上げ部材（５）および他方の横架部材（１）、
（２）に接合金具（６）で接合されていることを特徴と
する建築軸組構造。1. A load-bearing panel (4) comprising a central longitudinal member (4a) and a lattice member (4b) having a bar-like member arranged in a wavy shape on both sides, and upper and lower transverse members (1), (2). And a left and right vertical member (3), a building frame structure installed in a frame comprising: a lifting member (5) between one of the horizontal members (1) and (2) and the load-bearing panel (4). ) Is interposed, the raising member (5) is fixed to the one of the horizontal members (1) and (2) by a mounting bracket (7), and an L-shaped mounting bracket 8 is attached to the left and right vertical member members 3. Fixed in the lattice member (4b)
The bent part (4b) is joined to the left and right vertical members (3), and the end of the lattice member (4b) is joined with the central vertical member (4a) together with the raising member (5) and the other horizontal member (3). 1),
(2) An architectural frame structure characterized by being joined by a joint fitting (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3148244A JP2783699B2 (en) | 1991-06-20 | 1991-06-20 | Building frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3148244A JP2783699B2 (en) | 1991-06-20 | 1991-06-20 | Building frame structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04371634A JPH04371634A (en) | 1992-12-24 |
| JP2783699B2 true JP2783699B2 (en) | 1998-08-06 |
Family
ID=15448463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3148244A Expired - Fee Related JP2783699B2 (en) | 1991-06-20 | 1991-06-20 | Building frame structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2783699B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61183594A (en) * | 1985-02-08 | 1986-08-16 | 石川 公之 | Oblique window of wood house |
| JP2677383B2 (en) * | 1988-06-20 | 1997-11-17 | 旭化成工業株式会社 | Truss member joint structure |
| JP2809430B2 (en) * | 1988-06-28 | 1998-10-08 | 旭化成工業株式会社 | Wooden building frame structure |
-
1991
- 1991-06-20 JP JP3148244A patent/JP2783699B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04371634A (en) | 1992-12-24 |
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