JP4034464B2 - Bracing wooden structures - Google Patents

Bracing wooden structures Download PDF

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Publication number
JP4034464B2
JP4034464B2 JP08027899A JP8027899A JP4034464B2 JP 4034464 B2 JP4034464 B2 JP 4034464B2 JP 08027899 A JP08027899 A JP 08027899A JP 8027899 A JP8027899 A JP 8027899A JP 4034464 B2 JP4034464 B2 JP 4034464B2
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Japan
Prior art keywords
brace
frame
bracing
braces
edge surface
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Expired - Fee Related
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JP08027899A
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Japanese (ja)
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JP2000291142A (en
Inventor
康敏 中原
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エス・ピー・アイ・イグティブ社株式会社
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Description

【0001】
【発明の属する技術分野】
この発明は、木造住宅等の木造建築物において、2本の柱と上下の横架材で形成される枠組み内に配設する筋交いに関するものである。
【0002】
【従来の技術】
木造軸組構造の建築物では、耐震性の向上のため、隣接する左右の2本の柱と土台、梁等の上下の横架材との枠組み内に、筋交いを配設することが行われている。この筋交いは、枠組み内の対角線上に配設され、斜めに1本配設するか(片筋交い)、交差させて2本を配設し、それぞれ所定の金具で端部、交差部を固定することが行われている。
【0003】
【発明が解決しようとする課題】
一般に筋交いの施工は、現場で枠組みの対角距離を測り、筋交いをこれに合わせて切断し、端部の小口面を柱及び横架材に当接させて配設し、所定の金具で固定して行われ、施工の作業性に劣るとともに、未熟な技能では正確に配設することが困難であった。
【0004】
この発明は、こうした課題を解決することを目的とするもので、プレカットした筋交いを用い、簡単な作業で正確な施工が可能な筋交いを提供することを目的とするものである。さらに、交差させる筋交いの施工性の向上を図ることを目的とするものである。
【0005】
【課題を解決するための手段】
かかる課題を解決するため、請求項1に記載の発明は、左右2本の柱と上下の横架材で形成される枠組み内に配設する木造建築物の筋交いにおいて、枠組みの幅に適応して形成し、両端部をL字状にプレカットして、柱に当接する垂直小口面と横架材に当接する水平小口面を形成し、垂直小口面を、所定の許容範囲の枠組みの高さに対応可能な長さに形成し、枠組みの開口高さに応じて水平小口面に沿って両端部を切断するように構成するものである。このように構成することにより、現場で、枠組みの開口高さを測るだけで簡単に筋交いを施工することができる。
【0006】
請求項2に記載の発明は、枠組みの開口高さに応じた切断の案内を端部に付して筋交いを形成するものである。このように構成することにより、枠組みの開口高さに応じて案内に沿って両端部を正確に切断することができる。
【0007】
請求項3に記載の発明は、請求項1又は2に記載の筋交いを交差させて配設する木造建築物の筋交いであって、交差する筋交いのうちの一方を、枠組みの対角の半分を受け持つ一対の筋交いで構成し、この筋交いの内側端を凸状小口面とし、他方の筋交いの中央両側部に凸状小口面と嵌合する凹部を形成し、一対の筋交いの内側端を、他方の筋交いを嵌合する間隔を隔てて連結金具に予め固定したことを特徴とするものである。このように構成することにより、枠組み内に交差する筋交いの作業性の向上を図り、コストを削減することができる。
【0008】
【発明の実施の形態】
以下に、この発明の実施の形態を図面の実施例に基づいて具体的に説明する。
図1に示す筋交い10は、左右の柱の中心の間隔が最も一般的な3尺の枠組み内に配設されるもので、両端部がL字状にプレカットされ、柱に当接する垂直小口面11と横架材に当接する水平小口面12が形成されている。この筋交い10は、両端部の垂直小口面11間の幅Wが、左右の柱の間隔である3尺に適応した値に設定され、垂直小口面11の長さLが、所定の許容範囲の枠組みの高さに対応可能な十分な長さに形成されている。
【0009】
この筋交い10を片筋交いとして用いる場合は、現場で枠組みの上下の横架材の距離、すなわち枠組みの開口高さを測定し、その開口高さに応じて水平小口面12に沿った切断線Aで両端部を切断し、枠組み内の対角線上に配設して施工する。
【0010】
図2に示す筋交い10は、同じく左右の柱の間隔が3尺の枠組み内に配設するもので、両端部をL字状にプレカットして垂直小口面11と水平小口面12が形成されている。両端部の端部の表面(特に表裏はないので一方の面)には、数段階の指示線14が水平小口面12に平行して墨入れされ、この指示線14は、枠組みの開口高さに応じて両端部の切断を案内するもので、指示線14にはその高さ寸法15に応じた数字が記入されている。このようにして、枠組みの開口高さに応じた切断の案内が両端部に付されている。
【0011】
この筋交い10は、枠組みの開口高さが2m60cm〜2m85cmの範囲で適合することができるもので、この範囲内であれば垂直小口面11及び水平小口面12が強度を保証する幅以上となるように設定されている。指示線14は、例えば開口高さが2m70cmであれば、2700のラインに沿って両端部を切り落とすことで、枠組み内の対角線上に正確に配設されるように設定され、したがって、目盛りの間隔は、実寸の1/2である。この筋交い10は、現場で枠組みの開口高さを測定し、その開口高さに適した指示線14に従って両端部を切断し、枠組み内の対角線上に配設して施工する。
【0012】
なお、この筋交い10の他、開口高さがより低い枠組みに配設する筋交いとして、2m40cm〜2m60cm程度を適応範囲とするものを別に準備することで、一般的な木造建築物ではほとんど対応することができる。また、枠組みの開口幅が4尺半、6尺、さらにはメートルモジュールに基づくものなど、筋交いの幅W及び傾斜角度が異なるものも予めプレカットし、指示線14及び高さ寸法15を両端部に記入して準備することで対応することができる。
【0013】
図3は、端部に付す案内の別の実施例で、前例の指示線14に代わる数段階の印16と、その高さ寸法15に応じた数字を端部表面に墨入れしたもので、切断の案内を簡略して付したものである。また、図4は、端部に付す案内のさらに別の実施例で、より細かいピッチで目盛り17を端部表面に記入したもので、切断の案内を詳細に付したものである。これらの筋交い10は、現場で枠組みの開口高さを測定し、その開口高さに適した印16、目盛り17に従って両端部を切断し、枠組み内の対角線上に配設して施工する。
【0014】
このように、枠組みの開口高さに応じた切断の案内として、指示線14、印16、目盛り17、その高さ寸法15などを端部し、これらの案内は、端部の小口面に付すこともでき、記入することに代わり、シールを貼るなどして付してもよい。
【0015】
図5は、交差させて施工する筋交いの交差部を固定する連結金具20である。この連結金具20は、金属板の板金加工で形成され、筋交いの表面が当接する取付面21の左右の側縁に、筋交いの側面が当接する側縁面22が直角に折り曲げられて形成されている。側縁面22の後半部24は、切り欠き23で取付面21と切り離されていて、外方向に折り曲げ可能とされている。この後半部24を外方向に開いた状態を想像線で示している。また、取付面21、側縁面22にビス孔25が配設され、ビス締め、釘打ち等で筋交いを固定することができるようにされている。
【0016】
図6は、端部に指示線14と高さ寸法15を記入した図2に示した筋交いを、この連結金具20を用いて施工する場合の説明図である。この連結金具20を用いた筋交いの施工では、交差して配設される筋交いのうちの一方を、それぞれ枠組みの対角の半分を受け持つ一対の筋交い10a、10bで構成する。筋交い10a、10bは、同形、同寸法に形成され、内側端が凸状小口面17に形成され、交差して配設される他方の筋交い10cの中央両側部に、この凸状小口面17と嵌合する凹部18が形成され、筋交いの交差部が嵌め合い形状とされている。
【0017】
図6に示すように、一対の筋交い10a、10bは、他方の筋交い10cを嵌合する間隔を隔てて内側端を連結金具20に予め固定される。筋交い10a、10bの外側端部と筋交い10cの両端は、L字状にプレカットされ、枠組みの開口高さに応じて端部の切断を案内する数段階の指示線14とその高さ寸法15とが、端部表面に記入されている。このように準備された一対の筋交い10a、10bと他方の筋交い10cとを1組として、現場に搬送して施工する。
【0018】
現場において、図8に示す左右の柱1と、土台2、梁3との枠組み内に施工する場合、枠組み内の開口高さhを測定する。この開口高さに適応した指示線に沿って、それぞれ筋交い10a、10b、10cの端部を切断し、連結金具20の側縁面22の後半部24を所定の角度外方向に開き、筋交い10a、10bの間に筋交い10cを嵌合させることで、交差した筋交いが形成され(図7参照)、連結金具20にビス締めして固定する。この交差した筋交いを枠組み内に挿入し、端部を別の金具で固定するなどし、枠組み内に交差した筋交いが施工される。
【0019】
【発明の効果】
この発明は以上のように構成され、現場で枠組みの開口高さを測定し、この枠組みの開口高さに応じて水平小口面12に沿って両端部を切断することで、簡単に筋交いを施工することができるものである。
【0020】
また、枠組みの開口高さに応じた切断の案内を端部に予め付して筋交いを形成することで、この案内を目印として両端部を切断するだけで、正確に筋交いを施工することができ、熟練を必要とせずに筋交いの施工を極めて容易とするものである。
【0021】
また、請求項3に記載の発明によれば、連結金具に予め固定した一対の筋交いと、これに嵌合される他方の筋交いとを1組とし、同様に枠組みの開口高さを測るだけで交差する筋交いを施工することができ、作業性を大幅に向上することができるものである。また、交差する筋交いでは、両端部を等しく切断するので、枠組み内の中心に交差が必ず位置し、正確な施工が行えるものである。
【0022】
また、この発明の筋交いは予め工場で量産することが可能であり、量産によるコストダウンとともに、搬送・取り扱いにも優れ、施工時間の短縮でコストを大幅に削減することができるものである。
【図面の簡単な説明】
【図1】この発明の実施例の筋交いの平面図。
【図2】この発明の別の実施例の筋交いの平面図。
【図3】端部に付す案内の別の実施例を示す部分平面図。
【図4】端部に付す案内のさらに別の実施例を示す部分平面図。
【図5】連結金具の斜視図。
【図6】交差する筋交いの1組の部分平面図。
【図7】連結金具に固定した状態の部分斜視図。
【図8】交差する筋交いの施工状態を示す説明図。
【符号の説明】
10 筋交い
10a 筋交い
10b 筋交い
10c 筋交い
11 垂直小口面
12 水平小口面
17 凸状小口面
18 凹部
20 連結金具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a brace arranged in a frame formed of two pillars and upper and lower horizontal members in a wooden building such as a wooden house.
[0002]
[Prior art]
In buildings with wooden frames, bracing is arranged in the frame between two adjacent left and right pillars and upper and lower horizontal members such as foundations and beams in order to improve earthquake resistance. ing. This bracing is arranged on a diagonal line in the frame, and one is arranged diagonally (one bracing), or two are arranged to cross each other, and the end and the intersection are fixed with predetermined metal fittings, respectively. Things have been done.
[0003]
[Problems to be solved by the invention]
In general, bracing is done by measuring the diagonal distance of the frame at the site, cutting the braces accordingly, placing the small edge of the end in contact with the pillar and horizontal member, and fixing with the specified brackets. However, it was inferior to the workability of the construction, and it was difficult to arrange accurately with unskilled skills.
[0004]
An object of the present invention is to solve such problems, and an object of the present invention is to provide a brace that can be accurately constructed by a simple work using a precut brace. Furthermore, it aims at improving the workability of the braces to cross.
[0005]
[Means for Solving the Problems]
In order to solve such a problem, the invention described in claim 1 is adapted to the width of the frame in the bracing of the wooden building arranged in the frame formed by two left and right columns and upper and lower horizontal members. Both ends are pre-cut into L-shapes to form a vertical fore surface that abuts on the pillar and a horizontal fore surface that abuts on the horizontal member. It is formed to have a length corresponding to the length of the frame, and both end portions are cut along the horizontal fore edge according to the opening height of the frame. By configuring in this way, bracing can be easily performed at the site by simply measuring the opening height of the frame.
[0006]
According to the second aspect of the present invention, a bracing is formed by attaching a cutting guide corresponding to the opening height of the frame to the end portion. By comprising in this way, both ends can be cut | disconnected correctly along a guide according to the opening height of a frame | frame.
[0007]
The invention according to claim 3 is a bracing of a wooden building in which the braces according to claim 1 or 2 are arranged so as to cross each other, and one of the intersecting braces is half the diagonal of the frame. Consists of a pair of braces to handle, the inner end of this brace as a convex fore edge, forming a recess that fits into the convex fore edge on both sides of the other brace, the inner end of the pair of braces as the other It is characterized by being previously fixed to the connecting bracket with an interval for fitting the braces. By comprising in this way, the workability | operativity of the bracing which cross | intersects in a framework can be aimed at, and cost can be reduced.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be specifically described below based on examples of the drawings.
The brace 10 shown in FIG. 1 is arranged in a three-frame framework in which the distance between the centers of the left and right pillars is the most common. 11 and a horizontal edge surface 12 that contacts the horizontal member are formed. In this brace 10, the width W between the vertical fore edges 11 at both ends is set to a value adapted to the three scales that are the distance between the left and right columns, and the length L of the fore edge 11 is within a predetermined allowable range. It is formed long enough to accommodate the height of the framework.
[0009]
When this brace 10 is used as a single brace, the distance between the upper and lower horizontal members of the frame, that is, the opening height of the frame, is measured at the site, and the cutting line A along the horizontal fore edge 12 according to the opening height. Cut both ends with and arrange on the diagonal line in the framework.
[0010]
The brace 10 shown in FIG. 2 is also arranged in a framework having a left and right column spacing of 3 scales. Both ends are pre-cut into an L shape, and a vertical fore edge surface 11 and a horizontal fore edge surface 12 are formed. Yes. Several levels of indicator lines 14 are inscribed in parallel to the horizontal edge surface 12 on the surface of one end of each end (one side because there is no front or back), and this indicator line 14 is the height of the opening of the frame. In response to this, the cutting of both ends is guided, and a number corresponding to the height dimension 15 is written on the instruction line 14. In this way, cutting guides corresponding to the opening height of the frame are attached to both ends.
[0011]
This brace 10 can be adapted so that the opening height of the frame is in the range of 2 m60 cm to 2 m85 cm, and within this range, the vertical fore edge surface 11 and the horizontal fore edge surface 12 are not less than the width that guarantees the strength. Is set to For example, if the opening height is 2 m 70 cm, the indicator line 14 is set so as to be accurately arranged on the diagonal line in the frame by cutting off both ends along the line 2700, and therefore, the interval between the scales Is 1/2 of the actual size. The brace 10 is constructed by measuring the opening height of the frame at the site, cutting both ends in accordance with an indicator line 14 suitable for the opening height, and disposing the diagonal line in the frame.
[0012]
In addition to this brace 10, by preparing separately a brace to be arranged in a frame having a lower opening height, an adaptation range of about 2m40cm to 2m60cm, it is almost compatible with general wooden buildings. Can do. Also, pre-cut those with different width W and inclination angle, such as those based on the 4 and a half, 6 and even metric modules, and the indicator line 14 and the height dimension 15 at both ends. You can respond by filling in and preparing.
[0013]
FIG. 3 shows another embodiment of the guide attached to the end portion, in which several stages of marks 16 instead of the indication line 14 of the previous example and numbers corresponding to the height dimension 15 are inscribed on the end surface, This is a simplified guide for cutting. FIG. 4 shows still another embodiment of the guide attached to the end portion, in which the scale 17 is entered on the end surface at a finer pitch, and the cutting guide is attached in detail. These braces 10 are measured by measuring the opening height of the frame at the site, cutting both ends in accordance with marks 16 and scales 17 suitable for the opening height, and arranging them on a diagonal line in the frame.
[0014]
In this way, as a guide for cutting according to the opening height of the framework, the indicator line 14, the mark 16, the scale 17, the height dimension 15 thereof, and the like are end portions, and these guides are attached to the edge of the end portion. It is also possible to attach a sticker instead of filling in.
[0015]
FIG. 5 shows a connecting fitting 20 that fixes a crossing portion of the braces to be constructed by crossing. The connecting metal fitting 20 is formed by metal plate processing of a metal plate, and is formed by bending a side edge surface 22 with which the side surface of the brace abuts at right angles to the left and right side edges of the mounting surface 21 with which the surface of the brace abuts. Yes. The rear half portion 24 of the side edge surface 22 is separated from the mounting surface 21 by a notch 23 and can be bent outward. A state in which the latter half 24 is opened outward is indicated by an imaginary line. Further, screw holes 25 are provided in the mounting surface 21 and the side edge surface 22 so that the braces can be fixed by screwing, nailing or the like.
[0016]
FIG. 6 is an explanatory diagram in the case where the bracing shown in FIG. 2 in which the indication line 14 and the height dimension 15 are written at the end portion is constructed using the connecting metal fitting 20. In the construction of the braces using this connecting metal fitting 20, one of the braces arranged in an intersecting manner is constituted by a pair of braces 10a and 10b each handling half of the diagonal of the frame. The braces 10a and 10b are formed in the same shape and the same size, and the inner ends are formed on the convex fore edge surface 17, and the convex fore edge surface 17 and the other side brace 10c are arranged on both sides of the center. The recessed part 18 to fit is formed, and the crossing part of the brace is made into the fitting shape.
[0017]
As shown in FIG. 6, the pair of braces 10 a and 10 b is fixed in advance to the connection fitting 20 with the inner ends thereof spaced apart from each other so as to fit the other braces 10 c. The outer ends of the brace 10a, 10b and both ends of the brace 10c are pre-cut into an L-shape, and several stages of indicator lines 14 for guiding the cutting of the end according to the opening height of the frame and its height dimension 15 Is marked on the end surface. The pair of braces 10a, 10b and the other brace 10c prepared as described above are transported to the site as a set.
[0018]
When construction is performed within the framework of the left and right pillars 1, the base 2, and the beam 3 shown in FIG. 8, the opening height h in the framework is measured. The end portions of the braces 10a, 10b, and 10c are cut along the indication lines adapted to the opening height, and the rear half portion 24 of the side edge surface 22 of the coupling fitting 20 is opened outward by a predetermined angle. By fitting the brace 10c between 10b, an intersecting brace is formed (see FIG. 7), and is fixed to the connecting fitting 20 by screwing. This cross brace is inserted into the frame, and the end is fixed with another metal fitting.
[0019]
【The invention's effect】
The present invention is configured as described above, and the opening height of the frame is measured at the site, and both ends are cut along the horizontal edge surface 12 according to the opening height of the frame, so that the bracing can be easily performed. Is something that can be done.
[0020]
In addition, by forming a brace by attaching a cutting guide according to the opening height of the frame to the end in advance, it is possible to construct the brace accurately just by cutting both ends using this guide as a mark. , Making the bracing work extremely easy without the need for skill.
[0021]
Further, according to the invention described in claim 3, a pair of braces fixed in advance to the connecting metal fitting and the other brace fitted in this pair are set as one set, and the opening height of the frame is similarly measured. Crossing braces can be constructed and workability can be greatly improved. In addition, since the crossed braces are equally cut at both ends, the crossing is always located at the center in the frame, and accurate construction can be performed.
[0022]
In addition, the braces of the present invention can be mass-produced in a factory in advance, and the cost can be reduced by mass production, as well as excellent transportation and handling, and the cost can be greatly reduced by shortening the construction time.
[Brief description of the drawings]
FIG. 1 is a plan view of bracing according to an embodiment of the present invention.
FIG. 2 is a plan view of a brace according to another embodiment of the present invention.
FIG. 3 is a partial plan view showing another embodiment of the guide attached to the end portion.
FIG. 4 is a partial plan view showing still another embodiment of the guide attached to the end portion.
FIG. 5 is a perspective view of a connecting metal fitting.
FIG. 6 is a partial plan view of a set of intersecting braces.
FIG. 7 is a partial perspective view in a state of being fixed to a connecting metal fitting.
FIG. 8 is an explanatory view showing a construction state of intersecting braces.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Bracing 10a Bracing 10b Bracing 10c Bracing 11 Vertical edge surface 12 Horizontal edge surface 17 Convex edge surface 18 Recess 20 Connecting metal fitting

Claims (3)

左右2本の柱と上下の横架材で形成される枠組み内に配設する木造建築物の筋交いにおいて、
枠組みの幅に適応して形成し、両端部をL字状にプレカットして、柱に当接する垂直小口面(11)と横架材に当接する水平小口面(12)を形成し、垂直小口面(11)を、所定の許容範囲の枠組みの高さに対応可能な長さに形成し、枠組みの開口高さに応じて水平小口面(12)に沿って両端部を切断するように構成した木造建築物の筋交い。
In the bracing of a wooden building placed in a framework formed by two left and right pillars and top and bottom horizontal members,
It is formed to adapt to the width of the frame, and both ends are pre-cut into an L shape to form a vertical fore edge surface (11) that abuts against the pillar and a horizontal fore edge surface (12) that abuts against the horizontal member. The surface (11) is formed to have a length corresponding to the frame height within a predetermined tolerance, and both ends are cut along the horizontal fore edge surface (12) according to the opening height of the frame. Braided wooden building.
枠組みの開口高さに応じた切断の案内を端部に付した請求項1に記載の筋交い。The brace according to claim 1, wherein a guide for cutting according to the opening height of the frame is attached to the end portion. 請求項1又は2に記載の筋交いを交差させて配設する木造建築物の筋交いであって、
交差する筋交いのうちの一方を、枠組みの対角の半分を受け持つ一対の筋交い(10a、10b)で構成し、筋交い(10a、10b)の内側端を凸状小口面(17)とし、他方の筋交い(10c)の中央両側部に凸状小口面(17)と嵌合する凹部(18)を形成し、筋交い(10a、10b)の内側端を、他方の筋交い(10c)を嵌合する間隔を隔てて連結金具(20)に予め固定したことを特徴とする木造建築物の筋交い。
A bracing of a wooden building arranged to cross the bracing according to claim 1 or 2,
One of the intersecting braces is composed of a pair of braces (10a, 10b) that handle the half of the diagonal of the framework, and the inner end of the braces (10a, 10b) is a convex small facet (17), A recess (18) that fits into the convex facet (17) is formed on both sides of the center of the brace (10c), and the inner end of the brace (10a, 10b) is used as an interval for fitting the other brace (10c). A brace of a wooden building, which is fixed in advance to the connecting bracket (20) with a gap therebetween.
JP08027899A 1999-02-04 1999-03-24 Bracing wooden structures Expired - Fee Related JP4034464B2 (en)

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JP11-27971 1999-02-04
JP2797199 1999-02-04
JP08027899A JP4034464B2 (en) 1999-02-04 1999-03-24 Bracing wooden structures

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