JPH0988234A - Steel-strip diagonal bracing - Google Patents

Steel-strip diagonal bracing

Info

Publication number
JPH0988234A
JPH0988234A JP24652395A JP24652395A JPH0988234A JP H0988234 A JPH0988234 A JP H0988234A JP 24652395 A JP24652395 A JP 24652395A JP 24652395 A JP24652395 A JP 24652395A JP H0988234 A JPH0988234 A JP H0988234A
Authority
JP
Japan
Prior art keywords
diagonal bracing
nails
plates
hold
square
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
JP24652395A
Other languages
Japanese (ja)
Inventor
Tetsuya Adachi
徹也 安達
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP24652395A priority Critical patent/JPH0988234A/en
Publication of JPH0988234A publication Critical patent/JPH0988234A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To execute the earthquake-resisting repair of an existing building easily by nailing a diagonal bracing body, in which square-shaped stop plates are fixed at both end sections of a steel strip, and a hold-down plate superposed on the stop plates for increasing the strength of nails. SOLUTION: This diagonal bracing is installed onto the side face of the square-shaped framework of a wall in a diagonal shape, and the tensile force of the diagonal bracing resists horizontal load received by a building and the execution of works is facilitated. When this diagonal bracing is used for repairing an existing building, old sheathing materials such as mortar need not be removed, and the diagonal bracing can be mounted from the upper section of these sheathing materials. Nails and wood screws driven to framework materials 4-7 while being simultaneously penetrated to hold-down plates 2a, 2b and the stop plate B receive double shearing force, and the large strength of the diagonal bracing is obtained by a small number of the nails. The stop plate B is formed in a square shape and nail holes are disposed diagonally and symmetrically, diagonal bracing bodies 1 are used for a rear and a surface and the directions of the hold-down plates 2a, 2b are changed and employed, and the number of parts is reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、木造建築に用いる筋
かいに関する。この筋かいは、軸組の側面に装着するも
のであり、既存建築物の改修に用いる場合には、モルタ
ルなどの古い外装材の上から取り付けることができるも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to braces used for wooden construction. The braces are to be attached to the side surface of the framework, and when used for the renovation of an existing building, they can be attached from an old exterior material such as mortar.

【0002】[0002]

【従来の技術】従来、木造建築に用いられている筋かい
には、太筋かい、細筋かい、丸鋼筋かい及び鉄帯筋かい
がある。
2. Description of the Related Art Conventionally, the braces used in wooden constructions include thick braces, thin braces, round steel braces and steel strip braces.

【0003】[0003]

【発明が解決しようとする課題】木造建築に用いられる
従来の筋かいは、四辺形に組まれた軸組の内側に対角線
状にこれを入れるために、施工が面倒であり、また使用
上の制約を受ける場合がある。例えば、同じ四辺形の軸
組の内側に取り付けられる間柱には筋かいと交叉する部
分に欠き込みを入れなければならなかったり、管柱を跨
いでは筋かいを入れることができない、などである。そ
の結果、職人の理解不足と相まって、多くの現場におい
て、正しい施工がなされずに筋かいがその性能を発揮し
ていない状況である。平成7年1月の阪神大震災で建築
物に大きな被害が出たことに関して、木造住宅に付いて
は筋かいの不備が原因の一つであると、多くの専門家が
指摘していることは周知のとおりである。このような現
状を改善するためには、もっと使い易い筋かい、また既
存建築物に対して容易に取付け施工ができ、その建築物
の耐力を改善することができる筋かいが提供されなけれ
ばならない。
The conventional braces used in wooden construction are troublesome to construct because the diagonal braces are put inside the quadrilateral framework, and the construction is difficult to use. There may be restrictions. For example, studs attached to the inside of the same quadrilateral framing must have notches at the portions that intersect the braces, or braces cannot be placed across the pipe columns. As a result, due to the lack of understanding by craftsmen, the braces are not performing their performance properly at many sites without proper construction. Many experts have pointed out that one of the causes of the damage to buildings caused by the Great Hanshin Earthquake in January 1995 is the lack of bracing for wooden houses. As is well known. In order to improve the current situation, it is necessary to provide braces that are easier to use and that can be easily installed and installed on existing buildings and that can improve the bearing capacity of the buildings. .

【0004】この発明が解決しようとする課題は、その
ような筋かいにするにはどのような手段を講じればよい
かという点にある。
The problem to be solved by the present invention lies in what kind of means should be taken to solve such a problem.

【0005】[0005]

【課題を解決するための手段】そのような課題を解決す
るために、この発明では次に説明するような筋かいを提
案する。先ず、従来の四辺形の軸組の内側に入れる不便
を解消するために、素材として厚さ1mm乃至3mmの
鋼帯及び鋼板を用い、土台、柱、胴差、軒桁などの軸組
の側部から、釘又は木ねじで接合するようにした。
In order to solve such a problem, the present invention proposes the following brace. First, in order to eliminate the inconvenience of inserting the inside of a conventional quadrilateral framing, a steel strip and a steel plate having a thickness of 1 mm to 3 mm are used as a material, and the side of the framing such as a foundation, a pillar, a body difference, and eaves girders is used. It was made to join from the part with a nail or a wood screw.

【0006】次に、鋼帯の両端部に止め板を固着した筋
かい本体と押さえ板とから構成し、止め板の先端に押さ
え板の一部を重ね合わせて釘又は木ねじ止めとすること
により、この釘又は木ねじが2面剪断力を受けるように
した。
[0006] Next, the steel strip is composed of a bracing main body in which stopper plates are fixed to both ends of the steel strip and a pressing plate, and a part of the pressing plate is superposed on the tip of the stopper plate to fix it with nails or wood screws. The nail or wood screw was subjected to a two-sided shearing force.

【0007】[0007]

【作用】この筋かいは、図1に示すように壁の四辺形の
軸組の側面に対角線状に装着し、その引張り力を建築物
が受ける水平荷重に抵抗させるものである。軸組材への
欠き込みなどの加工を必要としないので、施工が至って
容易であるとともに、既存建築物の改修に用いる場合に
は、モルタルなどの古い外装材を除去せずにそれらの上
から取り付けることができる。
As shown in FIG. 1, the braces are diagonally attached to the side surfaces of the quadrilateral frame of the wall to resist the pulling force against the horizontal load received by the building. Since it does not require processing such as notching into the frame assembly, construction is extremely easy and when using it for renovating existing buildings, remove old exterior materials such as mortar from above them without removing them. Can be installed.

【0008】また、図4及び図5に示すように、押さえ
板(2イ、2ロ)と止め板(B)とを同時に貫通して軸
組材(4、5、6、7)へ打ち込まれた釘又は木ねじ
(3a)は、2面剪断力を受けるので、少ない釘数で筋
かいの大きな耐力を得ることができる。
Further, as shown in FIGS. 4 and 5, the pressing plates (2a, 2b) and the stopper plate (B) are simultaneously penetrated and driven into the shaft assembly (4, 5, 6, 7). Since the broken nail or wood screw (3a) is subjected to the shearing force on two sides, it is possible to obtain a large proof strength of the braces with a small number of nails.

【0009】更に、止め板(B)が正方形状であり、釘
穴(1a、2a)が対角線対称に設けられているため
に、筋かい本体(1)は裏、表に使用することができ、
押さえ板は90°、180°及び270°向きを変えて
用いることができるので、部材の点数が少なく済む。
Further, since the stopper plate (B) has a square shape and the nail holes (1a, 2a) are provided diagonally symmetrically, the bracing main body (1) can be used on the back and front. ,
Since the pressing plate can be used by changing the directions of 90 °, 180 ° and 270 °, the number of members can be reduced.

【0010】[0010]

【実施例】実施例について図面を参照して説明すると、
図1は本発明による鋼帯筋かいをモルタル仕上げの外周
壁に用いた使用例を示す説明図である。(1)は筋かい
本体であり、これは鋼帯(A)の両端部に正方形状の止
め板(B)を固着したものである。筋かい本体(1)の
長さは、2880mm及び3280mmを標準として、
鋼帯(A)と止め板(B)との角度は18.4°及び3
3.7°を標準とする。それぞれ前者は壁の水平長さ9
10mmに、また後者は壁の水平長さ1820mmに対
応するものであり、この場合の壁の高さは、一般的な2
730mmである。壁構面の軸組に対角線状に筋かい本
体(1)を配置し、その両端部の止め板(B)の先端部
に釘穴の位置を合わせて押さえ板(2イ、2ロ)を置
き、釘止めする。
EXAMPLES Examples will be described with reference to the drawings.
FIG. 1 is an explanatory view showing a usage example in which the steel strip braces according to the present invention are used for an outer peripheral wall of mortar finish. (1) is a bracing main body, which is a steel strip (A) having square stopper plates (B) fixed to both ends thereof. The length of the brace body (1) is 2880 mm and 3280 mm as standard,
The angle between the steel strip (A) and the stop plate (B) is 18.4 ° and 3
The standard is 3.7 °. The former is the horizontal wall length of 9
10 mm, and the latter corresponds to a horizontal wall length of 1820 mm, the wall height in this case being 2 mm
730 mm. The bracing main body (1) is diagonally arranged on the shaft of the wall structure, and the pressing plates (2a, 2b) are aligned by aligning the positions of the nail holes with the tips of the stop plates (B) at both ends. Place and nail.

【0011】図2は、1枚の止め板を単独に取り付ける
場合の、釘止めの状態を示す説明図である。(A)は鋼
帯、(B)は止め板、(C)は溶接部である。止め板
(B)の釘穴(1a)と押さえ板(2イ)の釘穴(2
a)とを重ね合わせて釘止めする。(5)は柱、(6)
は胴差、8は木ずり、(9)は防水シート、(10)は
モルタルである。
FIG. 2 is an explanatory view showing a nailed state when one stopper plate is individually attached. (A) is a steel strip, (B) is a stop plate, and (C) is a welded portion. The nail hole (1a) of the retaining plate (B) and the nail hole (2 of the pressing plate (2a))
Overlap with a) and fix with nails. (5) is a pillar, (6)
Is a body difference, 8 is a wood slide, (9) is a waterproof sheet, and (10) is mortar.

【0012】図3は、2枚の止め板を突き合わせて取り
付ける場合の、釘止めの状態を示す説明図である。
FIG. 3 is an explanatory view showing the state of nailing when two stopper plates are butted against each other and attached.

【0013】図4は、図2に示した接合部位の縦断面図
である。地震などにより建築物が水平荷重を受けて、鋼
帯筋かいに引っ張り応力が加わるとき、鋼帯(A)及び
止め板(B)とには図中下方向への引っ張り力が働き、
押さえ板(2イ)及び胴差(6)、木ずり(8)並びに
モルタル(10)とからなる躯体には図中上方向への引
っ張り力が働く。その結果、釘(3a)は2面剪断力を
受けることとなり、1面剪断力を受ける場合に比してほ
ぼ2倍の剪断耐力を発揮するのである。
FIG. 4 is a vertical sectional view of the joint portion shown in FIG. When a building receives a horizontal load due to an earthquake or the like and a tensile stress is applied to the steel strip braces, a downward tensile force acts on the steel strip (A) and the retaining plate (B),
A pulling force acts upward in the figure on the body composed of the pressing plate (2a), the body difference (6), the lath (8) and the mortar (10). As a result, the nail (3a) is subjected to a two-sided shearing force, and exhibits a shear proof force almost twice as large as that in the case where the nail (3a) is subjected to a one-sided shearing force.

【0014】図5は、図3に示した接合部位の縦断面図
である。
FIG. 5 is a vertical sectional view of the joint portion shown in FIG.

【0015】[0015]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されているような効果を奏す
る。
Since the present invention is constructed as described above, it has the following effects.

【0016】軸組材への欠き込みなどの加工を必要とし
ないので、施工が容易である。
[0016] Since it is not necessary to perform processing such as notching into the frame assembly, the construction is easy.

【0017】また、モルタルなどの古い外装材を除去す
ることなくそれらの上から取り付けることができるの
で、既存建築物の耐震力改善のための対策が容易であ
る。
Further, since it is possible to attach old exterior materials such as mortar without removing them, it is easy to take measures for improving the seismic resistance of existing buildings.

【0018】さらに、釘の本数を少なくし、また部材の
点数を少なくすることができる。
Further, it is possible to reduce the number of nails and the number of members.

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

【図1】鋼帯筋かいをモルタル仕上げの外周壁に用いた
使用例を示す説明図である。
FIG. 1 is an explanatory diagram showing a usage example in which a steel strip bracing is used for an outer peripheral wall of a mortar finish.

【図2】釘止めの状態を示す説明図である。FIG. 2 is an explanatory diagram showing a nailed state.

【図3】釘止めの状態を示す説明図である。FIG. 3 is an explanatory view showing a nailed state.

【図4】図2に示した接合部位の縦断面図である。FIG. 4 is a vertical cross-sectional view of the joining portion shown in FIG.

【図5】図3に示した接合部位の縦断面図である。5 is a vertical cross-sectional view of the joining portion shown in FIG.

【符号の説明】[Explanation of symbols]

1 鋼帯筋かい A 鋼帯 B 止め板 2イ 押さえ板 2ロ 押さえ板 1a 釘穴 2a 釘穴 2a 釘穴 3a 釘 3b 釘 4 土台 5 柱 6 胴差 7 軒桁 11 布基礎 1 Steel strip streak A Steel strip B Stop plate 2 A Press plate 2 B Press plate 1a Nail hole 2a Nail hole 2a Nail hole 3a Nail 3b Nail 4 Base 5 Pillar 6 Body difference 7 Eaves girder 11 Cloth foundation

───────────────────────────────────────────────────── 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 2/56 651 E04B 2/56 651A 652 652J E04G 23/02 E04G 23/02 E ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area E04B 2/56 651 E04B 2/56 651A 652 652J E04G 23/02 E04G 23/02 E

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鋼帯(A)の両端部に、正方形状の止め
板(B)を固着した筋かい本体(1)と、止め板(B)
の先端部に一部分を重ね合わせる押さえ板(2イ、2
ロ)とから構成され、止め板(B)及び押さえ板(2
イ、2ロ)の重なりあう部分には、上下に重なりあう位
置に対角線対象に複数の釘穴(1a、2a)を設け、ま
た押さえ板(2イ、2ロ)の互いに重なりあう部分以外
の部分には任意の位置に複数の釘穴(2b)を設けたこ
とを特徴とする鋼帯筋かい。
1. A bracing main body (1) having square-shaped stopper plates (B) fixed to both ends of a steel strip (A), and stopper plates (B).
The pressure plate (2a, 2
B) and a stop plate (B) and a pressure plate (2)
In the overlapping portion of (a, 2b), a plurality of nail holes (1a, 2a) are provided in diagonally symmetrical positions at positions where they overlap each other, and other than the overlapping portion of the pressing plate (2a, 2b). The steel strip braces characterized in that a plurality of nail holes (2b) are provided at arbitrary positions in the portion.
JP24652395A 1995-09-26 1995-09-26 Steel-strip diagonal bracing Pending JPH0988234A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24652395A JPH0988234A (en) 1995-09-26 1995-09-26 Steel-strip diagonal bracing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24652395A JPH0988234A (en) 1995-09-26 1995-09-26 Steel-strip diagonal bracing

Publications (1)

Publication Number Publication Date
JPH0988234A true JPH0988234A (en) 1997-03-31

Family

ID=17149674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24652395A Pending JPH0988234A (en) 1995-09-26 1995-09-26 Steel-strip diagonal bracing

Country Status (1)

Country Link
JP (1) JPH0988234A (en)

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