JPH0416638A - Wooden framework - Google Patents

Wooden framework

Info

Publication number
JPH0416638A
JPH0416638A JP12201090A JP12201090A JPH0416638A JP H0416638 A JPH0416638 A JP H0416638A JP 12201090 A JP12201090 A JP 12201090A JP 12201090 A JP12201090 A JP 12201090A JP H0416638 A JPH0416638 A JP H0416638A
Authority
JP
Japan
Prior art keywords
beams
frame
reinforcing
pillars
reinforcing frame
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.)
Pending
Application number
JP12201090A
Other languages
Japanese (ja)
Inventor
Eiji Matsushita
松下 英二
Shigeru Hari
播 繁
Yukio Iwata
岩田 祐喜雄
Sosuke Honma
本間 宗介
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP12201090A priority Critical patent/JPH0416638A/en
Publication of JPH0416638A publication Critical patent/JPH0416638A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To effectively utilize thinning timber by providing the peripheral part of a reinforcing body lattice-likely assembled with a plurality of pieces of thinning timber in a frame body composed of pillars and beames of wooden framework through pin jointing or rigid jointing. CONSTITUTION:A reinforcing frame 2 is constituted out of a plurality of pieces of thinning timber assembled lattice-likely or diaper-likely, and the crossing parts are fixed by nailing, bolting, or adhering. A frame body 6 is constituted out of pillars 4 and beams 5, or beams 5 and beams 5 of wooden framework. The reinforcing frame 2 is built in the frame body 6, and both ends of the thinning timber are pin-jointed or rigidly jointed with the pillars 4 or the beams 5.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は一般の大断面集成材、素材に加え、特に、従
来放置されていた間伐材の有効利用も可能にした木造軸
組に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to a wooden framework that makes it possible not only to use general large-section laminated timber and materials, but also to make effective use of thinned timber that has hitherto been neglected. be.

〔従来の技術〕[Conventional technology]

一般に、木材は加工が容易で軽く、しかも種類も多く比
較的経済的であることから現在に至るまで広く使用され
ている。
In general, wood is easy to process, lightweight, comes in many varieties, and is relatively economical, so it has been widely used to this day.

その一方で、接合部を相当切り欠(必要がある為、接合
部の強度が鉄骨材等に比べて極めて弱いという欠点があ
る。
On the other hand, it has the disadvantage that the strength of the joint is extremely weak compared to steel frame materials because it is necessary to cut out a considerable amount of the joint.

この為、接合部を特殊な金物で補強したり大きめの部材
を使用したりすることでこの断面欠損による強度低下を
補う必要がある。
For this reason, it is necessary to compensate for the decrease in strength due to this cross-sectional defect by reinforcing the joint with special hardware or using a larger member.

また、一般に壁や梁には筋違いを架設する場合が多いが
、筋違いのある部分には開口部を設けることができない
という欠点がある。
Furthermore, although reinforcements are generally installed on walls and beams in many cases, there is a drawback in that openings cannot be provided in areas where there are reinforcements.

また、筋違いはブリソトルな破壊を起こす性質がある為
、全体架構の破壊性状を把握しにくいという欠点もある
In addition, since misalignment has the property of causing brittle fracture, there is also the drawback that it is difficult to grasp the destructive nature of the entire frame.

ところで、伐採に際して大量に発生する間伐材は、その
用途が見出せず全国各地の山林にそのまま放置されてい
るのが現状で、森林資源の保護及び有効利用が叫ばれて
いる現在、その処理が課題になっている。
By the way, the current situation is that the large amount of thinned wood that is generated during logging is left unused in mountain forests all over the country because no use can be found for it.Currently, as the protection and effective use of forest resources is called for, how to dispose of it is an issue. It has become.

したがって、この間伐材を木造建築物に利用できれば、
森林資源の無駄を回避することができる。
Therefore, if this thinned wood could be used for wooden buildings,
Waste of forest resources can be avoided.

この発明はこのような事情に鑑みて提案されたもので、
一般に使用される木構造部材に加え間伐材の有効利用も
可能にした木造軸組を提供することを目的とするもので
ある。
This invention was proposed in view of these circumstances.
The object of the present invention is to provide a wooden framework that makes it possible to effectively utilize thinned wood in addition to commonly used wooden structural members.

〔課題を解決するための手段〕[Means to solve the problem]

この発明は木構軸組の柱と梁若しくは梁と梁とによって
構成された架橋体の中に複数本の間伐材を格子状若しく
は板状に組み合わせることにより構成された補強フレー
ムをその周縁部を前記柱若しくは梁にピン接合若しくは
剛接合して設置した構成とすることにより前記目的を達
成するものである。
This invention provides a reinforcing frame constructed by combining a plurality of thinned timbers in a lattice shape or plate shape in a bridge body constructed of wooden frame columns and beams or beams and beams. The above object is achieved by having a configuration in which the pillar or beam is pin-joined or rigidly joined.

〔実施例〕〔Example〕

以下、この発明に係る木造軸組を図示する一実施例に基
づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a description will be given based on an embodiment illustrating a wooden frame according to the present invention.

複数本の間伐材1.1を格子状若しくは菱目状に重ね合
わせると共に交叉部を釘止め、ボルト止め若しくは接着
することにより (第6図参照)補強フレーム2が構成
され、必要に応じて間伐材1と1との交叉部に欠き込み
を設けることもできる。
A reinforcing frame 2 is constructed by stacking multiple pieces of thinned wood 1.1 in a grid or diamond pattern and nailing, bolting or gluing the intersections together (see Figure 6). It is also possible to provide a notch at the intersection of the materials 1 and 1.

補強フレーム2には、間伐材1.・・・の組み合わせに
より、例えば第1図〜第3図に図示するような形状に構
成されている。
The reinforcing frame 2 is made of thinned wood 1. . . are formed into shapes as shown in FIGS. 1 to 3, for example.

第4図はいわゆる面取りをした複数本の間伐採1.・・
・をその幅方向に一体的に連結することにより2枚の集
成パネル3を構成し、この集成パネル3.3を直角に一
体的に重ね合わせることにより構成さた補強フレーム2
を示したものである。
Figure 4 shows the cutting of multiple trees with so-called chamfering 1.・・・
A reinforcing frame 2 constituted by integrally connecting two laminated panels 3 in the width direction, and integrally overlapping these laminated panels 3.3 at right angles.
This is what is shown.

また、第5図は第3図に図示する補強フレーム2の裏側
に集成パネル3を一体的に重ねることにより構成された
補強フレーム2を示したものである。
Further, FIG. 5 shows a reinforcing frame 2 constructed by integrally stacking an assembled panel 3 on the back side of the reinforcing frame 2 shown in FIG. 3.

このように構成された補強フレーム2は木造軸組の柱4
と梁5若しくは梁5と梁5とによって構成された架構体
6の中に立て込まれ、且つ各間伐材1.1の両端部が架
橋体6の柱4若しくは梁5にピン接合若しくは剛接合さ
れている。
The reinforcing frame 2 constructed in this way has wooden frame columns 4.
and the beam 5 or the beam 5 and the beam 5, and both ends of each thinning material 1.1 are pin-joined or rigidly connected to the column 4 or the beam 5 of the bridge body 6. has been done.

このような構成に於いて、架構体6に水平力Pが作用し
た場合を考えてみると、架構体6が水平力Pに抵抗して
元の矩形の形を保とうとしたとき、柱4と梁5との接合
がピン接合状態にあれば補強フレーム2の接合部にのみ
曲げモメントが発生することになるが、これによって水
平力Pに充分に抵抗することができる。
Considering the case where a horizontal force P acts on the frame body 6 in such a configuration, when the frame body 6 resists the horizontal force P and tries to maintain its original rectangular shape, the pillars 4 and If the reinforcing frame 2 is connected to the beam 5 in a pin-jointed state, a bending moment will be generated only at the joint portion of the reinforcing frame 2, but this allows sufficient resistance to the horizontal force P.

また、地震等で大きな水平力を受けた場合には、主とし
てこの補強フレーム2 (この補強パネルの接合部)が
水平力を負担する。
Furthermore, when a large horizontal force is received due to an earthquake or the like, the horizontal force is mainly borne by the reinforcing frame 2 (the joints of the reinforcing panels).

さらに水平力が大き過ぎて補強フレーム2が破損したと
きは、この破損した補強フレーム2のみを交換するもの
とする。
Further, when the reinforcing frame 2 is damaged due to excessive horizontal force, only the damaged reinforcing frame 2 is replaced.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の構成からなるので、以下の効果を有す
る。
Since the present invention has the above configuration, it has the following effects.

従来、伐採現場に放置にされていた間伐材を有効に利用
することができるようになった為、森林資源を有効に活
用することができる。
It is now possible to effectively utilize thinned wood that was previously left at logging sites, allowing for effective use of forest resources.

また、筋違いを使用する代わりに補強フレムを使用する
ことにより筋違いと同等若しくはこれ以上に木造軸組の
水平剛性を高めることができる。
Furthermore, by using a reinforcing frame instead of using braces, the horizontal rigidity of the wooden framework can be increased to a level equal to or greater than that of braces.

また、筋違いが邪魔になることがない為、壁や床に自由
に開口部を設けることができる。
In addition, since there are no misalignment lines, openings can be freely created in walls and floors.

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

第1図〜第8図はこの考案の一実施例を示すもので、第
1図〜第5図は補強フレームの斜視図、第6図は間伐材
の連結部の拡大正面図、第7図は補強パネルの設置状態
を示す架構体の斜視図、第8図は同じく補強フレームの
設置状態を示す建物の斜視図である。 l・・・間伐材、2・・・補強フレーム、3・・・集成
パネル、4・・・柱、5・・・梁、6・・・架構体。
Figures 1 to 8 show an embodiment of this invention, in which Figures 1 to 5 are perspective views of the reinforcing frame, Figure 6 is an enlarged front view of the connecting part of thinned wood, and Figure 7. 8 is a perspective view of the frame body showing the reinforcing panel installed, and FIG. 8 is a perspective view of the building showing the reinforcing frame installed. l... Thinning wood, 2... Reinforcement frame, 3... Laminated panel, 4... Column, 5... Beam, 6... Frame structure.

Claims (1)

【特許請求の範囲】[Claims] (1)木構軸組の柱と梁若しくは梁と梁とによって構成
された架構体の中に複数本の間伐材を格子状若しくは板
状に組み合わせることにより構成された補強体をその周
縁部を前記柱若しくは梁にピン接合若しくは剛接合して
設置してなることを特徴とする木造軸組。
(1) A reinforcing body constructed by combining multiple thinned timbers in a lattice shape or plate shape in a frame structure composed of pillars and beams or beams and beams of a wooden frame, with its peripheral edge A wooden framework, characterized in that it is installed by being pin-jointed or rigidly joined to the pillar or beam.
JP12201090A 1990-05-11 1990-05-11 Wooden framework Pending JPH0416638A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12201090A JPH0416638A (en) 1990-05-11 1990-05-11 Wooden framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12201090A JPH0416638A (en) 1990-05-11 1990-05-11 Wooden framework

Publications (1)

Publication Number Publication Date
JPH0416638A true JPH0416638A (en) 1992-01-21

Family

ID=14825338

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12201090A Pending JPH0416638A (en) 1990-05-11 1990-05-11 Wooden framework

Country Status (1)

Country Link
JP (1) JPH0416638A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240386A (en) * 2007-03-28 2008-10-09 Kihoku Press Wood Kk Wall reinforcing frame and wall reinforcing method for wooden building

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6149465A (en) * 1984-08-17 1986-03-11 Matsushita Electronics Corp Solid-state image pickup device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6149465A (en) * 1984-08-17 1986-03-11 Matsushita Electronics Corp Solid-state image pickup device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240386A (en) * 2007-03-28 2008-10-09 Kihoku Press Wood Kk Wall reinforcing frame and wall reinforcing method for wooden building

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