JPH0913543A - Reinforcing structure of body - Google Patents
Reinforcing structure of bodyInfo
- Publication number
- JPH0913543A JPH0913543A JP16164295A JP16164295A JPH0913543A JP H0913543 A JPH0913543 A JP H0913543A JP 16164295 A JP16164295 A JP 16164295A JP 16164295 A JP16164295 A JP 16164295A JP H0913543 A JPH0913543 A JP H0913543A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing material
- girder
- reinforcing
- plate
- strip
- 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
Links
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- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は建築、構築物の躯体の強
度を向上させる構造に関するものであり、さらに詳しく
は、躯体の補強材として木製の長尺体と、長尺体の金属
薄板とを補強材として併用し、耐震性に極めて優れた躯
体とするための補強構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for improving the strength of the frame of a building or a structure. More specifically, a wooden long body and a thin metal plate of the long body are used as a reinforcing material for the body. The present invention relates to a reinforcing structure that is also used as a reinforcing material to form a structure having extremely excellent earthquake resistance.
【０００２】[0002]
【従来の技術】従来、この種の補強構造としては、図１
０（ａ）、（ｂ）に示すように躯体Ａを構成する土台Ｂ
と胴差しＣ、軒桁Ｄ、もしくは妻梁Ｅを、１本、もしく
は２本の木製の長尺体からなる木質補強材１を斜めに配
して連結し、木質補強材１が２本の場合の間柱Ｇとの交
差は図１１（ａ）、（ｂ）の拡大図のように行うのが一
般的であった。2. Description of the Related Art Conventionally, as a reinforcing structure of this type, FIG.
Base B which constitutes the skeleton A as shown in 0 (a) and (b)
And the girder C, the eaves girder D, or the girder E are connected by diagonally arranging one or two wooden reinforcing members 1 made of a long wooden body, and connecting the two wooden reinforcing members 1. In this case, the intersection with the stud G was generally performed as shown in the enlarged views of FIGS. 11 (a) and 11 (b).
【０００３】[0003]
【発明が解決しようとする課題】しかしながらこのよう
な構造では、１本の木質補強材１を配した際は、木は引
っ張り強度に弱いことから、補強力が弱い方向を有し補
強としては不完全なものであるため耐震性に弱点があ
り、また２本の木質補強材１を配した際は、強力な補強
となるものの、木質補強材１自体の厚みによって間柱Ｇ
の厚み分において断熱材４を充填する空間を著しく損な
うものであり、また両者ともに間柱Ｇに切り欠きを設け
る必要があるため、特に２本の木質補強材１を使用した
際には１本の間柱Ｇに２箇所の切り欠きを有するため、
強度の劣化を招くものであった。However, in such a structure, when one wood reinforcing material 1 is arranged, since the tree is weak in tensile strength, it has a weak reinforcing force and is not suitable for reinforcement. Since it is perfect, it has weaknesses in earthquake resistance, and when two wood reinforcements 1 are arranged, it is a strong reinforcement, but the stud G is thick due to the thickness of the wood reinforcement 1 itself.
Since the space for filling the heat insulating material 4 is remarkably damaged by the thickness of 1 and the notch is required to be provided in the stud G for both of them, especially when two wood reinforcing materials 1 are used, Since the stud G has two notches,
This caused deterioration of strength.
【０００４】[0004]
【課題を解決するための手段】本発明はこのような欠点
を除去するため、躯体を構成する土台Ｂと胴差しＣ、軒
桁Ｄ、もしくは妻梁Ｅ、あるいは胴差しＣと軒桁Ｄ、も
しくは妻梁Ｅを、木質補強材１と長尺状の鋼板からなる
帯状補強材３にてそれぞれ斜めに配設し、かつ互いに交
差させて連結する躯体の補強構造を提案するものであ
る。In order to eliminate such drawbacks, the present invention provides a base B and a girder C, an eaves girder D, or a girder E, or a girder C and an eaves girder D, which form a skeleton. Alternatively, it proposes a reinforced structure of a skeleton in which the gable beams E are diagonally arranged by the wooden reinforcing material 1 and the strip-shaped reinforcing material 3 made of a long steel plate and are connected so as to cross each other.
【０００５】[0005]
【実施例】以下に図面を用いて本発明に係る補強構造の
一実施例について詳細に説明する。図１は上記補強構造
の一例を示す説明図である。Ａは建物の躯体、Ｂは土
台、Ｃは胴差し、Ｄは軒桁、Ｅは妻梁、Ｆは通し柱、管
柱等からなる主柱、Ｇは間柱、１は長尺状の木材からな
る木質補強材、２はプレート、３は長尺状の鋼板からな
る帯状補強材、αは釘、スクリュービス、テクス、アン
カー、アンカーボルト等の固定具である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a reinforcing structure according to the present invention. FIG. 1 is an explanatory view showing an example of the reinforcing structure. A is the structure of the building, B is the base, C is the girder, D is the eaves girder, E is the girder, F is the main pillar consisting of through pillars, tube pillars, etc., G is a stud, and 1 is a long timber. Wood reinforcing material, 2 is a plate, 3 is a strip-shaped reinforcing material made of a long steel plate, and α is a fixture such as a nail, a screw screw, a tex, an anchor, or an anchor bolt.
【０００６】躯体Ａは図１に示すように、水平方向に伸
びる土台Ｂ、胴差しＣ、軒桁Ｄ、妻梁Ｅ、および垂直方
向に伸びる主柱Ｆとから構成される一般的なものであ
る。勿論、これらは木造構造の建物での名称であり、鉄
骨造構造ではこれらの位置に、Ｈ型鋼材、角形鋼材、Ｃ
型鋼材等が配設されているものである。As shown in FIG. 1, the skeleton A is a general structure composed of a base B extending in the horizontal direction, a girder C, an eaves girder D, a girder E, and a main pillar F extending in the vertical direction. is there. Of course, these are the names of buildings with a wooden structure, and in a steel structure, at these positions, H-shaped steel, square steel, C
A mold steel material and the like are provided.
【０００７】木質補強材１は、土台Ｂと胴差しＣ、軒桁
Ｄ、妻梁Ｅを斜めに接続するものであり、その下方端部
は土台Ｂと主柱Ｆが接続する箇所にて、また上方端部は
胴差しＣ、軒桁Ｄ、もしくは妻梁Ｅが主柱Ｆと接続する
箇所にて、鋼板を形成したプレート２を介して躯体Ａに
それぞれ固定されるものである。また、図２に示すよう
に木質補強材１が間柱Ｇを跨ぐ箇所では、木質補強材１
の形状と角度に対応した形状の切り欠きを、木質補強材
１の取付けの前に予め設けておくものである。The wood reinforcing material 1 connects the base B to the girder C, the eaves girder D, and the girder E at an angle, and the lower end thereof is at a place where the base B and the main pillar F are connected. Further, the upper end portion is fixed to the skeleton A through the plate 2 formed of a steel plate at a position where the body insert C, the eaves girder D, or the girder E is connected to the main pillar F. In addition, as shown in FIG. 2, at the location where the wooden reinforcing material 1 straddles the stud G, the wooden reinforcing material 1
The notch having a shape corresponding to the shape and the angle is provided in advance before mounting the wooden reinforcing material 1.
【０００８】帯状補強材３は、図３に示すような長尺幅
狭の金属薄板からなり、弛みを生じないように配して土
台Ｂと胴差しＣ、軒桁Ｄ、妻梁Ｅを斜めに接続するもの
であり、その下方端部は土台Ｂと主柱Ｆが接続する箇所
にて、また上方端部は胴差しＣ、軒桁Ｄ、もしくは妻梁
Ｅが主柱Ｆと接続する箇所にて、固定具αによって躯体
Ａに打設するもので、その配設は木製補強材１と交差す
るように行うものである。帯状補強材３は木製補強材１
に比して極めて薄いので、その配設の際に特に切り欠き
を設ける必要がなく、また後記する断熱材４の存在し得
る空間を損なうことがないものである。The strip-shaped reinforcing member 3 is made of a long thin metal plate as shown in FIG. 3, and is arranged so as not to cause slack, and the base B, the body insert C, the eaves girder D, and the girder E are slanted. The lower end of the girder C and the eaves girder D or the girder E connects to the main pillar F at the lower end of the base B and the main pillar F. Then, it is placed on the skeleton A by the fixing tool α, and is arranged so as to intersect with the wooden reinforcing material 1. The band-shaped reinforcing member 3 is a wooden reinforcing member 1.
Since it is extremely thin in comparison with the above, it is not necessary to provide a notch in particular when disposing it, and the space where the heat insulating material 4 which will be described later can exist is not damaged.
【０００９】帯状補強材３は、圧縮強度には劣るが引っ
張り強度に優れるもので、圧縮強度には優れるが引っ張
り強度に劣る木質補強材１と組み合わせて使用すること
により、耐引っ張り力、耐圧縮力を兼ね備えた、耐震性
に極めて優れた補強構造となるものである。The strip-shaped reinforcing member 3 is excellent in tensile strength but inferior in compressive strength, and when used in combination with the wooden reinforcing material 1 which is excellent in compressive strength but inferior in tensile strength, the tensile strength and compression resistance are improved. It is a reinforced structure that combines strength with extremely excellent earthquake resistance.
【００１０】４は断熱材で、例えばポリウレタン、ポリ
イソシアヌレート、フェノール、塩化ビニル、ポリエチ
レン、ポリスチレン等の合成樹脂発泡体や、石膏ボー
ド、ロックウールボード、ガラス繊維、シージングボー
ド等の無機材ボード等のボード状パネルを順次張り合わ
せて形成することもできるが、特に現場吹き付け発泡型
の合成樹脂を用いるのが好ましいものである。Reference numeral 4 denotes a heat insulating material, for example, synthetic resin foam such as polyurethane, polyisocyanurate, phenol, vinyl chloride, polyethylene, polystyrene, and inorganic board such as gypsum board, rock wool board, glass fiber, and siding board. It is also possible to successively form the board-shaped panels by laminating, but it is particularly preferable to use a foaming type synthetic resin sprayed on site.
【００１１】すなわち、断熱材４を現場吹き付け発泡型
の合成樹脂とした際には、その素材としては硬質のウレ
タンフォーム、もしくは難燃２級、３級（ＪＩＳ−Ａ−
１３２１）合格品のフェノール＋イソシアネート＋難撚
材を用いることもできる。勿論、ノンフロンの合成樹脂
を用いると共に、フェノールにより難燃化を図ったもの
である。また、狭い場所や、端部にも吹き付け発泡でき
るので、より一層の気密化と断熱化を図ることができ、
さらに、施工が容易で、コストの節減になるものであ
る。That is, when the heat insulating material 4 is made of in-situ blown foam type synthetic resin, the material thereof is hard urethane foam, or flame retardant class 2 or class 3 (JIS-A-).
1321) Phenol + isocyanate + difficult-to-twist material that has passed can also be used. Of course, a non-CFC synthetic resin is used, and flame retardant is achieved with phenol. Also, since it can be blown and foamed in a narrow space or at the end, it is possible to achieve further airtightness and heat insulation,
Furthermore, the construction is easy and the cost is reduced.
【００１２】ここで、本発明に係る躯体の補強構造の施
工方法について簡単に説明する。まず、各間柱Ｇの木質
補強材１が跨ぐ箇所に切り欠きを設け、次に躯体Ａに対
して、木質補強材１を下方端部を土台Ｂと主柱Ｆが接続
する箇所に、上方端部を胴差しＣ、軒桁Ｄ、もしくは妻
梁Ｅが主柱Ｆと接続する箇所にそれぞれ鋼板を形成した
プレート２を介して固定し、土台Ｂと胴差しＣ、軒桁
Ｄ、妻梁Ｅを斜めに接続する。Here, a method of constructing the reinforced structure of the skeleton according to the present invention will be briefly described. First, a cutout is provided at a location where each stud G is straddled by the wood reinforcing material 1, and then, with respect to the skeleton A, the wood reinforcing material 1 is provided at a lower end portion where the base B and the main pillar F are connected to each other. The portion is fixed via the plate 2 formed of steel plate at the position where the girder C, the eaves girder D, or the girder E connects with the main pillar F, and the base B and the girder C, the eaves girder D, and girder E are attached. Connect diagonally.
【００１３】次に、間柱Ｇと略同等の厚みを有する断熱
材４を配した後、帯状補強材３を木質補強材１と交差す
るように配し、その両端をそれぞれ土台Ｂと主柱Ｆが接
続する箇所、および胴差しＣ、軒桁Ｄ、もしくは妻梁Ｅ
が主柱Ｆと接続する箇所において、それぞれ固定具αを
介して打設、固定を行う。その後に、帯状補強材３上か
ら新規外壁を形成するものである。なお、木質補強材１
と帯状補強材３が間柱Ｇ上にて交差する場合は図２の拡
大図に示すように交差させ、必要に応じて固定具αで間
柱Ｇに打設、固定することができる。Next, after arranging a heat insulating material 4 having a thickness substantially equal to that of the studs G, a strip-shaped reinforcing material 3 is arranged so as to intersect with the wooden reinforcing material 1, and both ends thereof are respectively a base B and a main pillar F. Where it is connected, and the girder C, eaves girder D, or gable girder E
Are mounted and fixed via the fixtures α at the locations where the main columns F are connected. After that, a new outer wall is formed on the strip-shaped reinforcing member 3. In addition, wood reinforcement 1
When the strip-shaped reinforcing material 3 and the strip-shaped reinforcing material 3 intersect on the stud G, they can be crossed as shown in the enlarged view of FIG.
【００１４】以上説明したのは、本発明に係る躯体の補
強構造の一実施例であり、図４〜図９に示すような補強
構造としたり、改修ための部材を用いることができる。What has been described above is one embodiment of the reinforced structure of the skeleton according to the present invention, and a reinforced structure as shown in FIGS. 4 to 9 and a member for repair can be used.
【００１５】図４は、２階建ての建築物に本発明による
補強構造を用いた例である。なお、図示しないがプレー
ト２を、帯状補強材３を躯体Ａに固定する際に使用し、
さらに固定の強度を向上させることもできる。FIG. 4 shows an example in which the reinforcing structure according to the present invention is used in a two-story building. Although not shown, the plate 2 is used when fixing the strip-shaped reinforcing member 3 to the frame A,
Further, the fixing strength can be improved.
【００１６】図５〜図７は本発明のその他の補強構造の
例である。図５は躯体を構成する土台Ｂ、胴差しＣ、軒
桁Ｄ、および妻梁Ｅの上と、主柱Ｆの上に、それぞれ長
尺狭幅の金属薄板からなる水平補強材５、および垂直補
強材６を配し、その後に帯状補強材３を配した例で、躯
体Ａをさらに強力に補強するものであり、建物の老朽化
が進行して躯体Ａが部分的に腐食しても、水平補強材５
および垂直補強材６で補強された範囲内においては震動
による負荷を分散できるため、長期に亘る補強をより万
全なものとするものである。5 to 7 are examples of other reinforcing structures of the present invention. FIG. 5 shows a horizontal reinforcing member 5 made of a thin metal plate having a long narrow width and a vertical reinforcing member 5 on a base B, a girder C, an eaves girder D, and a girder E, which form a skeleton, and on a main pillar F, respectively. In the example in which the reinforcing material 6 is arranged and then the strip-shaped reinforcing material 3 is arranged, the structure A is further strongly reinforced, and even when the building A is deteriorated and the structure A is partially corroded, Horizontal reinforcement 5
In addition, since the load due to the vibration can be dispersed within the range reinforced by the vertical reinforcing member 6, the reinforcement for a long period of time can be more complete.
【００１７】図６（ａ）は木質補強材１を２本配した後
に、それぞれの木質補強材１を覆うように帯状補強材３
を配するものであり、図６（ｂ）の木質補強材１と帯状
補強材３の交点の拡大図に示すように、木質補強材１と
帯状補強材３を互いに重なり合うように配するものであ
り、どの方向に対しても引っ張り強度、圧縮強度ともに
優れた極めて強力な補強とするのに有効な構造である。In FIG. 6A, after arranging two wood reinforcing materials 1, a strip-shaped reinforcing material 3 is provided so as to cover each wood reinforcing material 1.
As shown in the enlarged view of the intersection of the wood reinforcing material 1 and the strip reinforcing material 3 in FIG. 6B, the wood reinforcing material 1 and the strip reinforcing material 3 are arranged so as to overlap each other. The structure is effective in providing extremely strong reinforcement with excellent tensile strength and compressive strength in any direction.
【００１８】さらに図７（ａ）、（ｂ）は、外壁を改修
する際に帯状補強材３を施した例である。すなわち、図
７（ｂ）（既存外壁は一点鎖線で示す）に示すような、
躯体Ａに１本の木質補強材１のみを有する建物に対し
て、既存外壁７上に新規外壁８を施してリフォームを行
う際、図７（ａ）に示すように木質補強材１と交差する
ように帯状補強材３を配し、その両端を既存外壁７を介
して固定具αによって躯体Ａに打設することにより、躯
体Ａの耐震性を向上させるものである。そして帯状補強
材３上から乾式壁材によって新規外壁８を形成するもの
である。Further, FIGS. 7 (a) and 7 (b) show an example in which the strip-shaped reinforcing material 3 is applied when the outer wall is repaired. That is, as shown in FIG. 7 (b) (the existing outer wall is shown by a chain line),
When a new outer wall 8 is provided on the existing outer wall 7 for a building having only one wooden reinforcement 1 in the frame A, the wooden reinforcement 1 intersects with the new outer wall 8 as shown in FIG. 7A. By arranging the strip-shaped reinforcing member 3 in this manner and driving both ends of the strip-shaped reinforcing member 3 to the skeleton A by the fixtures α through the existing outer wall 7, the quake resistance of the skeleton A is improved. Then, the new outer wall 8 is formed on the strip-shaped reinforcing material 3 by a dry wall material.
【００１９】図８、図９は帯状補強材３の変形例を示す
ものである。すなわち、図８（ａ）は幅方向の両端を折
り返して舌片９を設けた帯状補強材３、図８（ｂ）は幅
方向の両端を互いに反対の面方向に折り返して舌片９を
設けた帯状補強材３、図８（ｃ）は鋼板が重合するよう
に折り返した後、片側端部を折り返して舌片９を設けた
帯状補強材３であり、いずれも弛みや捻れの防止とそれ
による施工性の向上、および強度の向上を図ったもので
ある。8 and 9 show a modification of the strip-shaped reinforcing member 3. That is, FIG. 8 (a) shows the strip-shaped reinforcing member 3 in which both ends in the width direction are folded back and the tongue pieces 9 are provided, and FIG. 8 (b) shows that the tongue pieces 9 are provided by folding both ends in the width direction in opposite surface directions. The strip-shaped reinforcing member 3 shown in FIG. 8 (c) is a strip-shaped reinforcing member 3 in which the tongue piece 9 is provided by folding back the steel sheets so that they overlap each other, and both of them are for preventing loosening and twisting. The workability and the strength are improved by
【００２０】図９（ａ）は長手方向と平行にリブ１０を
設けた帯状補強材３、図９（ｂ）は鋼板の面全体にエン
ボス加工を施し凹凸を設けた帯状補強材３で、弛みと捻
れの防止を図るとともに施工性と強度の向上を図ったも
のあり、さらに図９（ｃ）は帯状補強材３にリブを設け
た後、両端に鋼板を重複させて強度を向上した打設部１
１を設け、固定具αによる躯体Ａへの固定の強度を向上
させた帯状補強材３である。さらに図９（ｄ）は点線で
示す鉄板全体を連通気泡を有する発泡樹脂等の吸湿材１
２で包み込み、結露の防止を図った帯状補強材３であ
る。FIG. 9 (a) shows a strip-shaped reinforcing member 3 provided with ribs 10 parallel to the longitudinal direction, and FIG. 9 (b) shows a strip-shaped reinforcing member 3 embossed on the entire surface of a steel sheet and provided with unevenness. In order to prevent twisting and to improve workability and strength, FIG. 9 (c) shows that the strip-shaped reinforcing member 3 is provided with ribs and then steel plates are overlapped at both ends to improve the strength. Part 1
1 is provided to improve the strength of fixing to the skeleton A by the fixing tool α. Further, FIG. 9 (d) shows a moisture absorbent material 1 such as foamed resin having open cells through the entire iron plate indicated by the dotted line.
The strip-shaped reinforcing member 3 is wrapped with 2 to prevent dew condensation.
【００２１】[0021]
【発明の効果】以上説明したような本発明に係る躯体の
補強構造によれば、圧縮強度に優れる木材と引っ張り
強度に優れる鉄板とを組み合わせたため、耐震性に極め
て優れた補強構造となる。間柱を切り欠く箇所が少な
くて済むため、間柱の強度の低下を抑制できる。補強
材の厚みによって削られる断熱材を充填する空間が少な
くて済むため、断熱性に優れた建物とすることができ
る。間柱を切り欠く手間が少なく、また安価な鉄板を
帯状補強材として使用するので、施工性の向上とコスト
ダウンが同時に図れる。帯状補強材には任意形状に形
成、もしくは加工を施して捻れ、弛みを生じにくくした
長尺状の金属板体を使用すれば、強力な補強となり、か
つ帯状補強材が施工の際にも直線状の形状を維持するの
で、施工が極めて容易である。等の特徴、効果がある。According to the structure for reinforcing a skeleton according to the present invention as described above, a combination of wood having excellent compressive strength and iron plate having excellent tensile strength results in a reinforcing structure having extremely excellent earthquake resistance. Since the number of places where the studs are cut out is small, it is possible to suppress the decrease in the strength of the studs. Since the space filled with the heat insulating material, which is scraped by the thickness of the reinforcing material, is small, the building can have excellent heat insulating properties. Since the iron plate is used as a belt-like reinforcing material, which is inexpensive and requires little labor to cut out the studs, the workability can be improved and the cost can be reduced at the same time. If you use a long metal plate that is formed into an arbitrary shape or processed to prevent twisting and loosening, it will be a strong reinforcement and the belt-like reinforcement will be straight Since the shape is maintained, the construction is extremely easy. There are features and effects such as.
【図１】本発明に係る躯体の補強構造の代表例を示す説
明図である。FIG. 1 is an explanatory view showing a typical example of a stiffening structure of a skeleton according to the present invention.
【図２】本発明の補強構造で柱と補強材が交差する箇所
の拡大図である。FIG. 2 is an enlarged view of a portion where a column and a reinforcing material intersect in the reinforcing structure of the present invention.
【図３】本発明に用いる帯状補強材の代表例である。FIG. 3 is a typical example of a strip-shaped reinforcing material used in the present invention.
【図４】本発明の補強構造のその他の例である。FIG. 4 is another example of the reinforcing structure of the present invention.
【図５】本発明の補強構造のその他の例である。FIG. 5 is another example of the reinforcing structure of the present invention.
【図６】本発明の補強構造のその他の例である。FIG. 6 is another example of the reinforcing structure of the present invention.
【図７】本発明の補強構造のその他の例である。FIG. 7 is another example of the reinforcing structure of the present invention.
【図８】本発明に用いる補強材のその他の例である。FIG. 8 is another example of a reinforcing material used in the present invention.
【図９】本発明に用いる補強材のその他の例である。FIG. 9 is another example of the reinforcing material used in the present invention.
【図１０】躯体の補強構造の従来例である。FIG. 10 is a conventional example of a structure for reinforcing a skeleton.
【図１１】従来の躯体の補強構造で、補強材と柱が交差
する箇所の拡大図である。FIG. 11 is an enlarged view of a portion where a reinforcing member and a pillar intersect in a conventional frame reinforcing structure.
α 固定具 Ａ 躯体 Ｂ 土台 Ｃ 胴差し Ｄ 軒桁 Ｅ 妻梁 Ｆ 主柱 Ｇ 間柱 １ 木質補強材 ２ プレート ３ 帯状補強材 ４ 断熱材 ５ 水平補強材 ６ 垂直補強材 ７ 既存外壁 ８ 新規外壁 ９ 舌片 １０ リブ １１ 打設部 １２ 吸湿材 α Fixture A Frame B Base C Girder D Eaves Girder E Girder F Main pillar G Gable 1 Wood reinforcement 2 Plate 3 Strip reinforcement 4 Heat insulation 5 Horizontal reinforcement 6 Vertical reinforcement 7 Existing exterior wall 8 New exterior wall 9 Tongue Piece 10 Rib 11 Placing part 12 Hygroscopic material
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 ＦＩ 技術表示箇所 Ｅ０４Ｂ 2/56 ６１１ Ｅ０４Ｂ 2/56 ６１１Ｃ ６５２ ６５２Ｋ 1/26 7121−2Ｅ 1/26 Ｆ ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI Technical display location E04B 2/56 611 E04B 2/56 611C 652 652K 1/26 7121-2E 1/26 F
Claims (1)
造において、躯体を構成する土台と胴差し、軒桁、もし
くは妻梁、あるいは胴差しと軒桁、もしくは妻梁を、長
尺状の木材からなる木質補強材と、長尺状の鋼板からな
る帯状補強材によってそれぞれ斜めに配設し、かつ互い
に交差させて連結することを特徴とする躯体の補強構
造。1. In a wooden structure or a structure for reinforcing a frame of a structure, a base and a girder, an eaves girder, or a girder, or a girder and an eaves girder, or a girder constituting the skeleton is formed into an elongated shape. A structure for reinforcing a frame, comprising: a wooden reinforcing material made of wood; and a strip-shaped reinforcing material made of a long steel plate, which are obliquely arranged and crossed with each other to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16164295A JPH0913543A (en) | 1995-06-28 | 1995-06-28 | Reinforcing structure of body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16164295A JPH0913543A (en) | 1995-06-28 | 1995-06-28 | Reinforcing structure of body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0913543A true JPH0913543A (en) | 1997-01-14 |
Family
ID=15739071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16164295A Pending JPH0913543A (en) | 1995-06-28 | 1995-06-28 | Reinforcing structure of body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0913543A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008019480A1 (en) * | 2006-08-16 | 2008-02-21 | Alena Vetesnik | Structural panel for the construction of modular buildings |
| JP2010180654A (en) * | 2009-02-06 | 2010-08-19 | Nippon Aaku Kaihatsu Kk | Wooden house |
-
1995
- 1995-06-28 JP JP16164295A patent/JPH0913543A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008019480A1 (en) * | 2006-08-16 | 2008-02-21 | Alena Vetesnik | Structural panel for the construction of modular buildings |
| JP2010180654A (en) * | 2009-02-06 | 2010-08-19 | Nippon Aaku Kaihatsu Kk | Wooden house |
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