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JPS63163201A - Rule and method for calculating size of brace material and manufacture of brace material - Google Patents

Rule and method for calculating size of brace material and manufacture of brace material

Info

Publication number
JPS63163201A
JPS63163201A JP30978986A JP30978986A JPS63163201A JP S63163201 A JPS63163201 A JP S63163201A JP 30978986 A JP30978986 A JP 30978986A JP 30978986 A JP30978986 A JP 30978986A JP S63163201 A JPS63163201 A JP S63163201A
Authority
JP
Japan
Prior art keywords
ruler
angle
length
brace
determining
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
JP30978986A
Other languages
Japanese (ja)
Inventor
Shintaro Sato
佐藤 新太郎
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP30978986A priority Critical patent/JPS63163201A/en
Publication of JPS63163201A publication Critical patent/JPS63163201A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Length-Measuring Instruments Using Mechanical Means (AREA)

Abstract

PURPOSE:To securely and easily manufacture a brace material by only one person and to eliminate the need for size adjusting operation such as correcting operation by providing a length rule which is formed so that it can extend and contract freely and angle rules provided rotatably to both ends of the rule. CONSTITUTION:The length rule 2 consists of a reference member 4, a sliding member 5 fitted slidably inside it, and a stopper 6 which is fitted onto the end part of the member 4 on the fitting side of the sliding member, and a stopper screw 8 is moved forth and back threadably to adjust the length of the rule 2. Further, an angle rule 3 consists of an angle member 11 formed in such a sectorial plate shape that crossing side parts 11a cross each other at right angles, a rotary screw 14 which is a rotary shaft fitted rotatably to the end part of the member 4 or 5 through a hinge nut 12, and a lock member 15 which abuts on the arcuate outside end of the member 11 and controls it rotation. Consequently, the rule 2 which can extend and contract and the rule 3 which is rotatable are provided, so the size of a brace member T can be divided indirectly by using the lightweight size culculating rule for the brace material T without using a heavy bracing raw material directly.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、筋交材の寸度割出用定規と同村の寸度割出方
法及び同村の製造方法に関し、特に筋交材の寸度割出を
確実かつ容易にしかも短時間に行うことを可能とした定
規と、該定規を用いた筋交材の寸度割出方法、および該
定規を用いた筋交材の製造方法に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a ruler for determining the dimensions of reinforcement materials, a method for determining the dimensions of the same village, and a manufacturing method of the same village, and in particular, a ruler for determining the dimensions of reinforcement materials. This invention relates to a ruler that makes it possible to perform indexing reliably and easily in a short time, a method for determining the dimensions of braces using the ruler, and a method for manufacturing braces using the ruler. be.

〈従来の技術〉 従来、柱と梁及び土台等から構成される構造物について
、補強上の理由から筋交材が対角方向に設けられている
<Prior Art> Conventionally, for a structure composed of columns, beams, foundations, etc., braces are provided diagonally for reinforcement reasons.

すなわち、柱と梁等から構成される構造物の矩形体にお
いて、該矩形体の隅部に対して、対角方向に木質角材等
の筋交用素材をあてがう。その後、同素材をあてがって
いる作業者に対して同素材を挾んで対向している別の作
業者が同素材の裏側から筋交材の端末部形状を略くの字
状に墨付けする。
That is, in a rectangular body of a structure composed of columns, beams, etc., bracing materials such as wooden squares are applied diagonally to the corners of the rectangular body. After that, another worker, who is holding the same material and facing the worker who is applying the same material, inks the shape of the end portion of the brace from the back side of the material in a substantially dogleg shape.

つづいて、同素材を矩形体から外して、適所にて墨付は
形状に沿って鋸等の切断具によって切断することにより
筋交材を形成していた。
Subsequently, the same material was removed from the rectangular body, marked at appropriate locations, and cut along the shape with a cutting tool such as a saw to form a brace.

そして、このようにして形成した筋交材を矩形体の内壁
隅部に対角方向にあてがった後、長過ぎた場合には切断
またはカンナかけ等の修正作業を施すことにより寸法調
整を施して、最終的な筋交材の形状とし、該筋交材を上
記隅部間に対角方向にあてがって、柱と梁等に釘等の接
合部材を介して固着していた。
After the braces thus formed are applied diagonally to the corners of the inner wall of the rectangular body, if they are too long, the dimensions are adjusted by cutting or planing. , the final shape of the brace was made, and the brace was placed diagonally between the corners and fixed to the column and beam via connecting members such as nails.

しかしながら、このような従来の方法にあっては、筋交
用素材をそのまま用いて墨付けを行なうことによって筋
交材の寸法割出を行っている。
However, in such conventional methods, the dimensions of the bracing material are determined by using the bracing material as it is and marking it.

このため、同素材の形が大きく、しかも重量もかなり大
きく、単独で持運びするにはかなり不便であり、同素材
の移動に際して2Å以上の人を必要とした。また、前記
のように墨付けによる寸度割出に際しても、2Å以上の
人が必要となり、しかも寸度割出作業も煩雑で正確を期
しがたく、修正作業がほとんど必須であった。さらに、
墨付けによる寸度割出が不正確で短過ぎた場合には、修
正が不可能であり、再度筋交用素材から筋交材を形成せ
ねばならず、工数がかかり過ぎるという問題点があった
。しかも、無理して短過ぎる筋交材を使用すれば、強度
不足となるのはもちろんのこと、寸度上からも構造物の
用をなさなくなるという間厘点があった。
For this reason, the material is large in shape and weighs quite a lot, making it quite inconvenient to carry alone, and requiring a person of at least 2 angstroms to move the material. Further, as mentioned above, when determining the dimensions by marking, a person of 2 Å or more is required, and the work of determining the dimensions is complicated and cannot be expected to be accurate, and correction work is almost essential. moreover,
If the dimension determined by marking is inaccurate and too short, it cannot be corrected and the brace must be formed again from the brace material, which poses the problem of requiring too much man-hours. Ta. Moreover, if bracing members that are too short are used, not only will the strength be insufficient, but the structure will no longer be useful due to its dimensions.

〈発明が解決しようとする問題点〉 このような従来技術の問題点に鑑み、本発明の主な目的
は、筋交材の寸度割出に際して、筋交材を直接使用する
ことなく、専用の定規を使用することによって、筋交材
の製作を単−人で確実かつ容易に行うことができ、しか
も修正作業等の寸法調整作業を不要とし得る筋交材の寸
度割出用定規および同村の寸法割出方法並びに同村の製
造方法を提供することにある。
<Problems to be Solved by the Invention> In view of the problems of the prior art, the main purpose of the present invention is to provide a dedicated method for determining the dimensions of braces without directly using them. A ruler for determining the dimensions of braces that allows one person to manufacture braces reliably and easily by using the ruler, and that eliminates the need for dimensional adjustment work such as correction work. The purpose of this invention is to provide a method for determining the dimensions of the village and a manufacturing method for the village.

く問題点を解決するための手段〉 このような目的は、本発明によれば、柱と梁などから構
成される構造物の矩形体内壁の対角辺に設け4れる筋交
材において、 該矩形体内壁の対角辺にあてがって、長さと傾斜角を調
整し、同内壁の対角辺に設けられる筋交材の長さと傾斜
角を割出し可能に形成されていることを特徴とする筋交
材の寸度割出用定規、および 該矩形体内壁の対角辺に寸度割出用定規をあてがい、同
定規の長さと傾斜角を調整し、同内壁の対角辺に設けら
れる筋交材の長さと傾斜角を割出すことを特徴とする筋
交材の寸度割出方法、ならびに 矩形体内壁の対角辺に筋交材の寸度割出用定規をあてが
い、同定規の長さと傾斜角を調整して、同内壁の対角辺
に設けられる筋交材の長さと傾斜角を割出し、次に寸度
を割出した同定規を筋交用素材にあてがって墨付けする
ことにより、筋交材の端末形状を同素材に表示し、つづ
いて同端末形状に沿って鋸などの切断具を用いて切断す
ることにより筋交材を形成することを特徴とする筋交材
の製造方法を提供することにより達成される。
Means for Solving the Problems> According to the present invention, such an object is achieved by providing reinforcement members provided on diagonal sides of the walls of a rectangular body of a structure composed of columns and beams, etc. It is characterized by being formed so that the length and inclination angle can be adjusted by applying it to the diagonal sides of the rectangular inner wall, and the length and inclination angle of the braces provided on the diagonal sides of the inner wall can be determined. Apply a ruler for determining the size of the brace and a ruler for determining the size to the diagonal sides of the inner wall of the rectangular body, adjust the length and inclination angle of the ruler, and set the ruler on the diagonal sides of the inner wall of the rectangular body. A method for determining the length and inclination angle of the reinforcement members, and a method for determining the size of the reinforcement members by applying a ruler for determining the dimensions of the reinforcement members to the diagonal sides of the wall of a rectangular body. Adjust the length and angle of inclination to determine the length and angle of inclination of the braces to be installed on the diagonal sides of the inner wall. Next, apply the same rule that determined the dimensions to the brace material and mark it. The reinforcement material is characterized in that the terminal shape of the reinforcement material is displayed on the same material by attaching the material, and the reinforcement material is formed by subsequently cutting along the terminal shape using a cutting tool such as a saw. This is achieved by providing a method for manufacturing cross-wood.

く作用〉 このように、本発明によれば、柱や梁等からなる構造物
にあてがうこととにより、筋交材の長さと傾斜角を割出
すことができる定規としたなめ、筋交用素材を直接構造
物にあてがうことなく、該定規によって寸法割出をする
ことができ、該定規により筋交材の寸度割出が可能とな
る。
As described above, according to the present invention, the reinforcement material can be used as a ruler that can determine the length and inclination angle of the reinforcement material by applying it to a structure consisting of columns, beams, etc. The ruler can be used to determine the size of the brace without directly applying it to the structure, and the ruler can also be used to determine the size of the brace.

従って、該定規によって寸度割出と墨付けおよび部材の
切断形成を行うことができるため、筋交材の寸法精度が
向上して正確性が増し、削出などの修正作業が不要とな
るから、筋交材の寸法が正確となるばかりでなく、強度
的にも優れたものとなる。
Therefore, since dimensions can be determined, marked, and cut and formed using the ruler, the dimensional accuracy of the braces is improved and accuracy is increased, and correction work such as cutting is not necessary. Not only will the dimensions of the brace be accurate, but it will also have superior strength.

また、寸度割出と部材形成とを単独人で行うことができ
、さらに修正作業が不要となるため、作業工数が大幅に
削減され、かつ作業が簡易化されるから、作業を短時間
で行うことができ、納期を早期化することができる。
In addition, dimension determination and component formation can be performed by a single person, and there is no need for correction work, which greatly reduces work man-hours and simplifies work, so work can be completed in a short time. This can speed up the delivery date.

〈実施例〉 次に、本発明を添付の図面を参照して、特定の実施例に
ついて詳述する。
<Embodiments> The present invention will now be described in detail with reference to specific embodiments with reference to the accompanying drawings.

第1図〜第4図は、本発明に基づく筋交材の寸度割出用
定規の一実施例を示している。
1 to 4 show an embodiment of a ruler for determining the size of braces according to the present invention.

寸度割出用定規1は、柱と梁等からなる構造物Aにおけ
る矩形体内壁Bの対角辺の長さを測定する長さ定規2と
、該長さ定規2の両端に回動自在に設けられると共に、
上記対角辺の傾斜角を測定する角度定規3とからなる。
A dimension determining ruler 1 is provided with a length ruler 2 for measuring the length of the diagonal side of a rectangular internal wall B in a structure A consisting of columns and beams, etc., and a rotatable ruler 1 at both ends of the length ruler 2. Along with being established in
It consists of an angle ruler 3 for measuring the inclination angle of the diagonal sides.

上記長さ定規2は、長尺状に形成された基準部材4と同
部材4の内側に摺動自在に嵌合される長尺状に形成され
た摺動部材5、及び上記基準部材4の摺動部材嵌合側端
部に外装されたストッパ6とからなり、両部材4.5は
充実または中空の開断面または閉断面の長尺材により形
成されている。
The length ruler 2 includes a reference member 4 formed in an elongated shape, a sliding member 5 formed in an elongated shape that is slidably fitted inside the member 4, and a reference member 4 formed in an elongated shape. It consists of a stopper 6 externally mounted on the fitting end of the sliding member 4.5, and both members 4.5 are formed of a solid or hollow elongated member with an open cross section or a closed cross section.

該ストッパ6は、上記基準部材4の外側に嵌合され、溶
接等の固着手段により固着される帯板状のバンド7と、
同バンド7と基準部材4に螺合されると共に、上記摺動
部材5の外側面に先端が当接する蝶ヘッドのストッパね
じ8とがらなり、同ねじ8を螺進または螺退させること
により、摺動部材5の摺動を規制または可動として、長
さ定規2の長さを調整することができる。
The stopper 6 includes a band 7 that is fitted on the outside of the reference member 4 and is fixed by a fixing means such as welding.
The band 7 and the reference member 4 are screwed together, and a butterfly head stopper screw 8 whose tip abuts against the outer surface of the sliding member 5 has a slotted shape, and by screwing the screw 8 forward or backward, the sliding The length of the length ruler 2 can be adjusted by regulating or movable the sliding movement of the movable member 5.

尚、該ストッパ6は、ストッパねじ8を基準部材4に直
接螺合させることにより、上記バンド7を省略すること
ができる。
Incidentally, in the stopper 6, the band 7 can be omitted by directly screwing the stopper screw 8 into the reference member 4.

一方、前記角度定規3は、交差辺部11aが直交する扇
形板状に形成された角度部材11と、同部材11を上記
基準部材4または慴動部材5の端部に蝶ナツト12とス
プリングワッシャ13を介して回動自在に取着する回動
軸である回動ねじ14と、上記角度部材11の円弧状外
端に当接して同部材11の回動を規制する係止部材15
とから構成されている。上記係止部材15は、端部が上
記角度部材11に当接して同部材11の回動を規制する
係止板16と、同板16を上記基準部材4または慴動部
材5に蝶ナツト12とスプリングワッシャ13を介して
取着する係止ねじ17とからなる。
On the other hand, the angle ruler 3 includes an angle member 11 formed in a fan-shaped plate shape with intersecting sides 11a orthogonal to each other, and a wing nut 12 and a spring washer. a rotation screw 14 which is a rotation shaft which is rotatably attached via the angle member 13; and a locking member 15 which abuts against the arcuate outer end of the angle member 11 and restricts rotation of the angle member 11.
It is composed of. The locking member 15 includes a locking plate 16 whose end abuts against the angle member 11 to restrict the rotation of the angle member 11, and a locking plate 16 which is attached to the reference member 4 or sliding member 5 with a wing nut 12. and a locking screw 17 that is attached via a spring washer 13.

上記角度部材11は、定規1を筋交用素材上に載置した
ときに、凹凸面を生じないように、上記係止板16との
当接部分が同板16の板厚分だけ薄くなるように段付部
11bが形成され、該段付部11bに同板16の先端部
が係合するようになっている。
The angle member 11 has a portion that contacts the locking plate 16 and is made thinner by the thickness of the plate 16 so as not to create an uneven surface when the ruler 1 is placed on the reinforcement material. A stepped portion 11b is formed in this way, and the tip of the plate 16 engages with the stepped portion 11b.

また、同様に凹凸面を生じないように、上記角度部材1
1の取着側における回動ねじ14や係止板16等の上面
が略均−の高さに形成されている。
In addition, in order to prevent the occurrence of uneven surfaces, the angle member 1
The upper surfaces of the rotary screw 14, the locking plate 16, etc. on the attachment side of the screw 1 are formed to have approximately the same height.

さらに、係止板16は、同段付部分に係合すると共に、
基準部材4または摺動部材5に取着可能となるように、
クランク断面の帯板状に形成されている。
Further, the locking plate 16 engages with the stepped portion, and
so that it can be attached to the reference member 4 or the sliding member 5,
It is formed into a belt-like cross-section of the crank.

尚、上記係止部材15は、係止ねじ17を角度部材11
に直接係合して同部材11を係止可能に基準部材4また
は摺動部材5に螺合させることにより、上記係止板16
を省略することができる。
Note that the locking member 15 has a locking screw 17 attached to the angle member 11.
The above-mentioned locking plate 16 is screwed onto the reference member 4 or the sliding member 5 so that the member 11 can be locked by directly engaging with it.
can be omitted.

次に、その用法を第1図〜第6図により説明する。Next, its usage will be explained with reference to FIGS. 1 to 6.

まず、定規1を構造物Aの該当する矩形体内壁Bのとこ
ろまで移動しした後、慴動部材5を摺動させて、回内u
Hの対角辺よりやや短い寸法に長さ定′M2の長さを調
整する。
First, the ruler 1 is moved to the corresponding rectangular internal wall B of the structure A, and then the sliding member 5 is slid and the pronation u
Adjust the length of the length constant 'M2 to be slightly shorter than the diagonal side of H.

次に、同内壁Bの対角辺に定規1をあてがって角度部材
11を回動させて同辺の傾斜角に略合致させた後、摺動
部材5を摺動させて長さ定規2を伸長させて同定規2の
長さを対角辺の長さに調整すると共に、角度部材11を
矩形体内壁Bの隅部Cに合致させることによより角度定
規3の角度を対角辺の傾斜角に調整する。
Next, the ruler 1 is applied to the diagonal side of the inner wall B, the angle member 11 is rotated to approximately match the inclination angle of the same side, and the sliding member 5 is slid to set the length ruler 2. The length of the ruler 2 is adjusted to the length of the diagonal side by stretching it, and the angle of the angle ruler 3 is adjusted to the length of the diagonal side by aligning the angle member 11 with the corner C of the rectangular internal wall B. Adjust to the tilt angle.

つづいて、ストッパねじ8により摺動部材5の摺動を規
制すると共に、係止ねじ17によって角度部材11の回
動を規制することにより、長さ定規2と角度定規3の長
さと角度を規制し、同対角辺の長さと傾斜角、即ち筋交
材Tの長さと傾斜角を割出す。
Next, by regulating the sliding movement of the sliding member 5 with the stopper screw 8 and regulating the rotation of the angle member 11 with the locking screw 17, the length and angle of the length ruler 2 and the angle ruler 3 are regulated. Then, the length and inclination angle of the same diagonal side, that is, the length and inclination angle of the brace T are determined.

しかして、上記定規1を用いることにより、筋交材Tを
製作することができる。
Thus, by using the ruler 1, the brace T can be manufactured.

すなわち、筋交材Tの長さと傾斜角とを割出し、た上記
定規1を、水雷角材や金属製の棒・管材等からなる筋交
用素材Sに載置またはあてがった後、角度部材11の交
差辺部11aに沿って、該素材に墨付は線りを施す。
That is, after determining the length and inclination angle of the reinforcement material T and placing or applying the ruler 1 to the reinforcement material S made of torpedo square material, metal rod or pipe material, etc., the angle member 11 is Marking lines are applied to the material along the intersection sides 11a.

次に、該墨付は線りに沿って鋸等の切断具を用いて、筋
交素材の両端を切断することにより、筋交材Tを形成す
る。
Next, the marking is performed by cutting both ends of the bracing material along the line using a cutting tool such as a saw, thereby forming the bracing material T.

つづいて、該筋交材Tを構造物Aの該当矩形体内壁Bに
おける対角辺にあてがうことにより、同村は同内壁Bの
対角辺にぴったり合致することになる。
Next, by applying the brace T to the diagonal sides of the corresponding rectangular inner wall B of the structure A, the braces will fit perfectly with the diagonal sides of the inner wall B.

そこで、釘等の接合部材を用いて、筋交材Tを構造物A
に固着する。
Therefore, using a joining member such as a nail, the brace T is attached to the structure A.
sticks to.

このようにして、筋交用素材Sから筋交材Tの寸度を割
出した後、筋交材Tを形成し、筋交材Tを構造OIAに
固着することにより、筋交材Tを構造物Aの一構成部材
とすることができ、構造物Aの強度を補強し、地震等の
外力から同構造物Aを強固に保持することができる。
In this way, after determining the dimensions of the brace T from the brace material S, the brace T is formed and the brace T is fixed to the structure OIA. It can be used as one component of the structure A, thereby reinforcing the strength of the structure A and firmly holding the structure A against external forces such as earthquakes.

尚、本実施例において、角度部材11は、交差角αが直
角の扇形板としたが、本発明はこれに限られることなく
、該交差角αが鋭角のものや鈍角のものとすることがで
きる。
In this embodiment, the angle member 11 is a fan-shaped plate with a right-angled intersection angle α, but the present invention is not limited to this, and the angle member 11 may be an acute angle or an obtuse angle. can.

また、同交差角αが変動自在となるよう形成したものと
することができる。
Further, the intersection angle α may be formed to be freely variable.

例えば、同部材11を2分割して回動ねじ14を中心と
して回動自在に形成するものや、棒状に形成した二つの
角度部材を回動ねじ14を介して回動自在に係止すると
共に、同部材相互を噛合係止する歯付係合部材を介して
係止可能に形成するもの等がある。
For example, the same member 11 may be divided into two parts and formed so as to be rotatable around the rotary screw 14, or two angular members formed in a rod shape may be rotatably locked via the rotary screw 14. , there are those that are formed so that they can be locked through toothed engagement members that mesh and lock the same members together.

尚、本実施例は、建築用の構造物に限られることなく、
土木、鉱山、鉄道用や機械その他の構造物に幅広く適用
することができる。
Note that this example is not limited to architectural structures;
It can be widely applied to civil engineering, mines, railways, machinery, and other structures.

〈発明の効果〉 このように、本発明によれば、伸縮自在に形成した長さ
定規と、回動自在に形成した角度定規とを有する筋交材
の寸度割出用定規とすることにより、重量のある筋交用
素材を直接用いることなく、軽量な同定規を用いて間接
的に筋交材の寸度割出ができるため、寸度割出の際にお
ける作業が単純化され、単独人で行うことができ、人手
を省くことができるばかりでなく、その作業時間も大幅
に短縮上きる。
<Effects of the Invention> As described above, according to the present invention, by providing a ruler for determining the size of braces having a length ruler formed to be extendable and an angle ruler formed to be freely rotatable, , it is possible to indirectly determine the dimensions of the braces using a lightweight standard without directly using heavy reinforcement materials, simplifying the task of determining the dimensions and making it possible to determine the dimensions independently. This can be done by humans, which not only saves manpower, but also significantly shortens the work time.

また、同定規により筋交材の長さと傾斜角を正確に割出
すことができるなめ、同定規を用いて筋交用素材に墨付
けを行った後、切断することにより、筋交材を正確に製
作することができ、筋交材の精度が向上するばがっでな
く、同村の修正作業や調整作業が不要となり、作業性も
改善され、工期を大幅に短縮することができる。
In addition, since the length and angle of inclination of the reinforcement material can be determined accurately using the identification rule, it is possible to accurately determine the length and inclination of the reinforcement material by marking the material for the reinforcement using the identification rule and then cutting it. This not only improves the precision of the braces, but also eliminates the need for correction and adjustment work on the part of the village, improving work efficiency and significantly shortening the construction period.

更に、筋交材に余計な加工が加えられず、構造物の矩形
体への取着に際しても微妙な調整を要しないため、強度
的にも優れたものとなり、充分な剛性を有するti造部
材を形成し得るという大なる効果がある。
Furthermore, since no unnecessary processing is added to the braces and no delicate adjustments are required when attaching them to the rectangular structure, the steel members have excellent strength and sufficient rigidity. It has the great effect of forming a

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

第1図は本発明に基づく筋交材の寸度割出し用定規の一
実施例の正面図である。 第2図は第1図の縦断側面図である。 第3図〜第6図は同定規を用いた筋交材の寸度割出方法
および同定規を用いた筋交材の製造方法を示し、 第3図は構造物の矩形体内壁に同定規をあてがった状態
の正面図である。 第4図は筋交用素材に同定規をあてがって墨付けを行う
状態の正面図である。 第5図は筋交用素材から筋交材を切出した状態の正面図
である。 第6図は同筋交材を構造物の矩形体内壁に取着した状■
の正面図である。 1・・・寸度割出用定規 2・・・長さ定規3・・・角
度定規    4・・・基準部材5・・・摺動部材  
  6・・・ストッパ7・・・バンド     8・・
・ストッパねじ11・・・角度部材   11a・・・
交差辺部11b・・・段付部   12・・・蝶ナツト
13・・・スプリングワッシャ 14・・・回動ねじ   15・・・係止部材16・・
・係止板    17・・・係止ねじA・・・構造物 
    B・・・矩形体内壁C・・・隅部      
L・・・墨付は線S・・・筋交用素材   T・・・筋
交材α・・・角度部材の交差角
FIG. 1 is a front view of an embodiment of a ruler for determining the size of braces according to the present invention. FIG. 2 is a longitudinal sectional side view of FIG. 1. Figures 3 to 6 show a method for determining the dimensions of braces using an identification rule and a method for manufacturing reinforcement members using an identification rule. It is a front view of the state where it applied. FIG. 4 is a front view of a state in which marking is performed by applying an identification rule to the reinforcement material. FIG. 5 is a front view of the brace material cut out from the brace material. Figure 6 shows the same brace attached to the rectangular internal wall of the structure.
FIG. 1... Dimension indexing ruler 2... Length ruler 3... Angle ruler 4... Reference member 5... Sliding member
6...Stopper 7...Band 8...
・Stopper screw 11...Angle member 11a...
Intersection side portion 11b...stepped portion 12...wing nut 13...spring washer 14...turning screw 15...locking member 16...
- Locking plate 17... Locking screw A... Structure
B... Rectangular internal body wall C... Corner
L...marked line S...bracing material T...bracing material α...intersection angle of angle members

Claims (8)

【特許請求の範囲】[Claims] (1)柱と梁などから構成される構造物の矩形体内壁の
対角辺に設けられる筋交材において、該矩形体内壁の対
角辺にあてがって、長さと傾斜角を調整し、同内壁の対
角辺に設けられる筋交材の長さと傾斜角を割出し可能に
形成されていることを特徴とする筋交材の寸度割出用定
規。
(1) For braces installed on the diagonal sides of the rectangular internal wall of a structure composed of columns and beams, adjust the length and inclination angle by applying them to the diagonal sides of the rectangular internal wall, and A ruler for determining the size of a brace provided on diagonal sides of an inner wall, characterized in that it is formed so as to be able to determine the length and inclination angle of the brace.
(2)柱と梁等から構成される構造物の矩形体内壁の対
角辺に設けられる筋交材において、 該矩形体内壁の対角辺に寸度割出用定規をあてがい、同
定規の長さと傾斜角を調整し、同内壁の対角辺に設けら
れる筋交材の長さと傾斜角を割出すことを特徴とする筋
交材の寸度割出方法。
(2) For braces installed on the diagonal sides of the rectangular internal wall of a structure composed of columns and beams, etc., apply a size determining ruler to the diagonal sides of the rectangular internal wall, and check the A method for determining the dimensions of braces, which is characterized by adjusting the length and angle of inclination and determining the length and angle of inclination of braces provided on diagonal sides of the inner wall.
(3)柱と梁等から構成される構造物の矩形体内壁の対
角辺に設けられる筋交材において、 矩形体内壁の対角辺に筋交材の寸度割出用定規をあてが
い、同定規の長さと傾斜角を調整して、同内壁の対角辺
に設けられる筋交材の長さと傾斜角を割出し、次に寸度
を割出した同定規を筋交用素材にあてがって墨付けする
ことにより、筋交材の端末形状を同素材に表示し、つづ
いて同端末形状に沿って鋸などの切断具を用いて切断す
ることにより筋交材を形成することを特徴とする筋交材
の製造方法。
(3) For braces installed on diagonal sides of the rectangular internal wall of a structure composed of columns and beams, etc., apply a ruler for determining the size of the brace to the diagonal side of the rectangular internal wall, Adjust the length and angle of inclination of the standard to determine the length and angle of inclination of the braces to be installed on the diagonal sides of the same inner wall. Next, apply the determined rule to the brace material. The method is characterized in that the shape of the end of the brace is displayed on the same material by marking it with a mark, and the shape of the end of the brace is then cut using a cutting tool such as a saw to form the brace. A method for manufacturing reinforcement members.
(4)寸度割出用定規には、伸縮自在に形成された長さ
定規と、該長さ定規の両端に回動自在に設けられた角度
定規とを備えていることを特徴とする特許請求の範囲第
1項に記載の筋交材の寸度割出用定規。
(4) A patent characterized in that the size determining ruler includes a length ruler formed to be extendable and contractible, and an angle ruler rotatably provided at both ends of the length ruler. A ruler for determining the size of braces according to claim 1.
(5)長さ定規には、長尺の基準部材と、該基準部材に
摺動自在に嵌合された長尺の摺動部材と、該摺動部材の
摺動を規制するストッパとを備えていることを特徴とす
る特許請求の範囲第4項に記載の筋交材の寸度割出用定
規。
(5) The length ruler includes a long reference member, a long sliding member slidably fitted to the reference member, and a stopper that restricts sliding of the sliding member. 4. A ruler for determining the size of a brace according to claim 4.
(6)角度定規には、上記長さ定規の両端にそれぞれ回
動軸を介して回動自在に設けられた角度部材と、該角度
部材の回動を規制する係止部材とを備えていることを特
徴とする特許請求の範囲第4項に記載の筋交材の寸度割
出用定規。
(6) The angle ruler includes an angle member rotatably provided at each end of the length ruler via a rotation shaft, and a locking member that restricts rotation of the angle member. A ruler for determining the size of braces according to claim 4.
(7)ストッパには、基準部材に外嵌されたバンドと、
該バンドに進退自在に取着されると共に先端が摺動部材
に当接して同部材の摺動を規制するストッパねじとを備
えていることを特徴とする特許請求の範囲第5項に記載
の筋交材の寸度割出用定規。
(7) The stopper includes a band fitted onto the reference member,
Claim 5, further comprising a stopper screw which is attached to the band so as to be freely advanced and retractable and whose tip abuts against a sliding member to restrict sliding of the member. A ruler for determining the dimensions of braces.
(8)係止部材には、端部が角度部材に当接して同部材
の回動を規制する係止板と、該係止板を基準部材または
摺動部材に取着する係止ねじとを備えていることを特徴
とする特許請求の範囲第6項に記載の筋交材の寸度割出
用定規。
(8) The locking member includes a locking plate whose end comes into contact with the angle member to restrict rotation of the member, and a locking screw that attaches the locking plate to the reference member or sliding member. A ruler for determining the size of a brace according to claim 6, characterized in that the ruler is provided with:
JP30978986A 1986-12-26 1986-12-26 Rule and method for calculating size of brace material and manufacture of brace material Pending JPS63163201A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30978986A JPS63163201A (en) 1986-12-26 1986-12-26 Rule and method for calculating size of brace material and manufacture of brace material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30978986A JPS63163201A (en) 1986-12-26 1986-12-26 Rule and method for calculating size of brace material and manufacture of brace material

Publications (1)

Publication Number Publication Date
JPS63163201A true JPS63163201A (en) 1988-07-06

Family

ID=17997260

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30978986A Pending JPS63163201A (en) 1986-12-26 1986-12-26 Rule and method for calculating size of brace material and manufacture of brace material

Country Status (1)

Country Link
JP (1) JPS63163201A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0592605U (en) * 1992-05-22 1993-12-17 清水建設株式会社 Jig for horizontal displacement measurement of laminated rubber for seismic isolation device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS545452B2 (en) * 1974-06-20 1979-03-16

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS545452B2 (en) * 1974-06-20 1979-03-16

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0592605U (en) * 1992-05-22 1993-12-17 清水建設株式会社 Jig for horizontal displacement measurement of laminated rubber for seismic isolation device

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