JPH0369416B2 - - Google Patents

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Publication number
JPH0369416B2
JPH0369416B2 JP61118168A JP11816886A JPH0369416B2 JP H0369416 B2 JPH0369416 B2 JP H0369416B2 JP 61118168 A JP61118168 A JP 61118168A JP 11816886 A JP11816886 A JP 11816886A JP H0369416 B2 JPH0369416 B2 JP H0369416B2
Authority
JP
Japan
Prior art keywords
joint
link
brace bar
bracket
connector
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.)
Expired - Lifetime
Application number
JP61118168A
Other languages
Japanese (ja)
Other versions
JPS62273342A (en
Inventor
Koji Sugyama
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 JP11816886A priority Critical patent/JPS62273342A/en
Publication of JPS62273342A publication Critical patent/JPS62273342A/en
Publication of JPH0369416B2 publication Critical patent/JPH0369416B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、枠組みされた柱・梁等の強度メンバ
ーの傾きあるいは微振動を防止する建築用ブレイ
スバーの緊張装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a tensioning device for architectural brace bars that prevents tilting or slight vibrations of strength members such as framed columns and beams.

(従来の技術) 従来技術の一例として、第4図に示す構造のも
のがあつた。
(Prior Art) As an example of the prior art, there is a structure shown in FIG.

即ち、一対の棒状のテンシヨンバー1,2の一
端部1a,2aを、ターンバツクル3からなる緊
張装置を介して螺合連結し、各テンシヨンバー
1,2の他端部1b,2bに接合具4,5を溶接
固着し、一方、互いに離間した柱体6,7にそれ
ぞれブラケツト8,9を突出固定し、接合具4,
5とブラケツト8,9とを互いに重合連結した
後、上記ターンバツクル3を締め付け方向に回転
させることにより、各テンシヨンバー1,2を緊
張する構造のものがあつた(特開昭59−76347号
公報)。
That is, one end portions 1a, 2a of a pair of rod-shaped tension bars 1, 2 are screwed together via a tensioning device consisting of a turnbuckle 3, and connecting tools 4, 5 are attached to the other end portions 1b, 2b of each tension bar 1, 2. are fixed by welding, and on the other hand, brackets 8 and 9 are protruded and fixed to the columns 6 and 7 spaced apart from each other, and the joint tools 4 and
5 and brackets 8 and 9 are mutually superimposed and connected, and then the turnbuckle 3 is rotated in the tightening direction, thereby tensioning each tension bar 1 and 2 (Japanese Patent Application Laid-Open No. 76347/1983). .

(発明が解決しようとすると問題点) 上記従来のものは、テンシヨンバー1,2をタ
ーンバツクル3により連結したので、各接合具
4,5とブラケツト8,9とを接合した後に上記
ターンバツクル3を締め付け操作することによ
り、組付け後のテンシヨンバー1,2の緩みを防
止することができて望ましい。
(Problem to be solved by the invention) In the conventional tension bars 1 and 2, the turnbuckles 3 are used to connect the tension bars 1 and 2, so the turnbuckles 3 are tightened after each of the joints 4 and 5 and the brackets 8 and 9 are joined. By doing so, it is possible to prevent the tension bars 1 and 2 from loosening after assembly, which is desirable.

しかしながら、上記ターンバツクル3は、テン
シヨンバー1,2と直列的にねじ連結されている
ため、テンシヨンバー1,2に発生した緊張力が
接合強度の不安定なねじ連結部に直接的に作用す
ることになり、信頼性が乏しくなる欠点があつ
た。即ち、一般にねじ連結部は、加工精度のバラ
ツキが大きく、また、ねじの谷部に応力が集中し
たり、ねじ山部が変形したりするため、接合強度
の信頼性が乏しくなる。
However, since the turnbuckle 3 is screwed in series with the tension bars 1 and 2, the tension generated in the tension bars 1 and 2 acts directly on the screwed connection where the joint strength is unstable. However, it had the disadvantage of poor reliability. That is, in general, threaded connections have large variations in processing accuracy, stress is concentrated in the thread troughs, and the threaded portions are deformed, resulting in poor joint strength reliability.

また、ターンバツクルは、ねじ棒とねじ孔との
接合であるため、型鋼材、平鋼材等大きな断面積
を有する緊張部材には使用し難い欠点があつた。
本発明は、上記欠点を解消した新規な建築用ブレ
イスバーの緊張装置を得ることを目的とする。
Further, since the turnbuckle is a joint between a threaded rod and a threaded hole, it has the disadvantage that it is difficult to use for tension members having a large cross-sectional area, such as shaped steel materials and flat steel materials.
SUMMARY OF THE INVENTION The object of the present invention is to obtain a new tensioning device for architectural brace bars that eliminates the above-mentioned drawbacks.

(問題点を解決するための手段) 本発明は、上記目的を達成するために、以下の
如く構成したものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention is configured as follows.

一対のリンクアームを連結具により回動可能に
連結してなるリンクユニツトを2組み設け、前記
各リンクユニツトを並列配置してそれぞれの両端
部を一方の接合具の一端部と他方の接合具の一端
部とに回動可能に連結し、各リンクユニツトの連
結具をねじ具により互いに接離方向に作動させて
なる緊張装置を設け、前記各接合具の他端部は、
板材により形成するとともに該板材を厚さ方向に
かつ円錐台状に屈曲させて接合部を形成し、互い
に離間した強度メンバーの一方と他方とに、板状
のブラケツトと、細長い板部材からなるブレイス
バーとを設け、該ブラケツトおよびブレイスバー
の一端部に厚さ方向にかつ円錐台状に屈曲する接
合部を形成し、該各接合部を前記各接合具の接合
部に嵌合させて締結具により嵌合方向に締結する
構成にしたものである。
Two sets of link units are provided in which a pair of link arms are rotatably connected by a connecting tool, and each of the link units is arranged in parallel, and both ends of each are connected to one end of one connector and the other connector. A tensioning device is provided, which is rotatably connected to one end of the link unit and operates the connecting tools of each link unit in the directions toward and away from each other using a screw, and the other end of each of the connecting tools is
A brace made of plate material and bent in the thickness direction into a truncated conical shape to form a joint, and a plate-shaped bracket and a brace made of an elongated plate member are attached to one and the other of the strength members spaced apart from each other. a bar, a joint part bent in the thickness direction and into a truncated conical shape is formed at one end of the bracket and the brace bar, and each joint part is fitted into a joint part of each of the joint tools to form a fastener. It is configured to be fastened in the fitting direction.

(作用) 本発明は上記構成にしたものであるから、ねじ
具を操作して各リンクユニツトの連結具を互いに
離間する方向に作動させれば、各接合具を介して
ブレイスバーが所定の力で緊張されることにな
る。この場合、上記各リンクユニツトとブレイス
バーとの連結部は、板同志が円錐台状に屈曲する
接合部によつて厚さ方向から嵌合連結されている
ので、型剛性および接合面積が増大して大きな張
力に耐えることになる。
(Function) Since the present invention has the above-mentioned configuration, if the screws are operated to move the connecting devices of each link unit in the direction of separating them from each other, the brace bar is applied with a predetermined force via each connecting device. This will make you nervous. In this case, the connecting parts between each of the link units and the brace bar are fitted and connected from the thickness direction by joint parts where the plates are bent into a truncated cone shape, so the mold rigidity and the joint area are increased. It will withstand a large amount of tension.

また、上記ねじ具は直接強度メンバーに連結さ
れていないため、該ねじ具と上記連結具との接続
部が損傷しても、リンクユニツトおよびブレイス
バーによつて強度メンバーとの接続は維持される
ことになる。
Furthermore, since the screw is not directly connected to the strength member, even if the connection between the screw and the connection is damaged, the connection to the strength member is maintained by the link unit and brace bar. It turns out.

(実施例) 以下、本発明の実施例を図面に基いて説明す
る。
(Example) Hereinafter, an example of the present invention will be described based on the drawings.

まず、図面において、第1図は本発明による建
築用ブレイスバーの緊張装置の例を示す正面図、
第2図はその要部断面図、第3図は第2図の−
断面図である。
First, in the drawings, FIG. 1 is a front view showing an example of a tensioning device for an architectural brace bar according to the present invention;
Figure 2 is a sectional view of the main part, and Figure 3 is the − of Figure 2.
FIG.

第1図において、10,11は左右に離間して
起立固定した型鋼材製の柱であり、これら各柱1
0,11の上部には同じく型鋼材製の梁12を架
設固定する。
In Fig. 1, numerals 10 and 11 are pillars made of shaped steel that are spaced apart on the left and right and are fixed upright.
0 and 11, a beam 12 also made of shaped steel is constructed and fixed.

上記左側の柱10下部および右側の柱11と梁
12との接続角部に、鋼板製のブラケツト13,
14を溶接固定し、これらブラケツト13,14
間に緊張装置15と長尺板材からなるブレイスバ
ー30とを直列に連結して架設する。
A steel plate bracket 13,
14 are fixed by welding, and these brackets 13, 14 are fixed by welding.
A tensioning device 15 and a brace bar 30 made of a long plate are connected in series and installed in between.

上記緊張装置15は、リンクアーム16,17
を一端で連結具18を介して互いに回動可能に連
結した第1リンクユニツトAと、リンクアーム1
9,20を一端で連結具21を介して互いに回動
可能に連結した第2リンクユニツトBとを並列配
置してそれぞれの両端部を接合具22,23で回
動可能に連結し、各連結具18,21間にねじ具
24を渡架してなる。
The tension device 15 includes link arms 16 and 17.
a first link unit A rotatably connected to each other via a connector 18 at one end; and a link arm 1.
9 and 20 are arranged in parallel with a second link unit B which is rotatably connected to each other via a connector 21 at one end, and both ends of each are rotatably connected by connectors 22 and 23. A screw tool 24 is placed between the tools 18 and 21.

上記第1・第2リンクユニツトA,Bは、とも
に略同構成からなり、これをリンクユニツトAを
代表してその要部を第1図〜第3図により説明す
る。
The first and second link units A and B have substantially the same construction, and the main parts of the link unit A will be explained with reference to FIGS. 1 to 3.

即ち、板状に形成した連結具18の両端部かつ
両面、および板状に形成した接合具22,23の
内方端部かつ両面に、円筒状の係止ピン18a〜
18d、22a,22b、23a,23bを起立
させて溶接固定する。
That is, cylindrical locking pins 18a to 18a are provided on both ends and both surfaces of the connecting tool 18 formed in a plate shape, and on the inner ends and both surfaces of the connecting tools 22 and 23 formed in a plate shape.
18d, 22a, 22b, 23a, and 23b are stood up and fixed by welding.

一方、断面コ字状に屈曲形成され、かつ両端に
円弧状の壁を有する等長の細長い4本のリンクア
ーム16a,16b,17a,17bを形成す
る。
On the other hand, four elongated link arms 16a, 16b, 17a, and 17b are formed, each having a bent U-shaped cross section and having arcuate walls at both ends.

そして、接合具22の内方端部に設けた各係止
ピン22a,22bと、連結具18の一方の端部
に設けた係止ピン18a,18bとに2本のリン
クアーム16a,16bを合掌状に向き合わせて
それぞれの両端部を嵌合させ、各嵌合部を圧肉か
つ大径の座金25aを介してボルト・ナツトから
なる締結具25で回動可能に連結する。
Two link arms 16a, 16b are attached to each of the locking pins 22a, 22b provided at the inner end of the connector 22 and the locking pins 18a, 18b provided at one end of the connector 18. The two end portions are fitted with each other facing each other with their palms together, and each fitting portion is rotatably connected with a fastener 25 made of a bolt and nut through a washer 25a having a large diameter and a thick wall.

同様に、接合具23の内方端部に設けた各係止
ピン23a,23bと、連結具18の他方の端部
に設けた係止ピン18c,18dとに残余のリン
クアーム17a,17bを合掌状に向き合わせて
それぞれの両端部を嵌合させ、各嵌合部を圧肉か
つ大径の座金25aを介してボルト・ナツトから
なる締結具25で回動可能に連結し、これによ
り、リンクユニツトAを構成する。
Similarly, the remaining link arms 17a, 17b are attached to the locking pins 23a, 23b provided at the inner end of the connector 23 and the locking pins 18c, 18d provided at the other end of the connector 18. The two end portions are fitted together with their respective ends facing each other in the shape of palms together, and each fitting portion is rotatably connected with a fastener 25 consisting of a bolt and nut through a thick and large diameter washer 25a. Configure link unit A.

また、前述したねじ具24は、各第1・第2リ
ンクユニツトA,Bの連結具18,21間にねじ
棒を渡架するとともに、該ねじ棒の一端部を一方
の連結具18にねじ嵌合させ、他端部を他方の連
結具21に回転可能かつ軸方向移動不能に連結
し、頭部をスパナが係合する六角柱状に形成して
なる。
In addition, the above-mentioned screw tool 24 bridges the threaded rod between the connecting tools 18 and 21 of each of the first and second link units A and B, and also screws one end of the threaded rod into one of the connecting tools 18. The other end is rotatably but not axially movably connected to the other connector 21, and the head is formed into a hexagonal column shape that can be engaged with a spanner.

これにより、ねじ棒を正逆回転して上記両連結
具18,21を互いに接離方向に移動させ、緊張
装置、即ち各第1・第2リンクユニツトA,Bを
伸縮作動させる。
As a result, the threaded rod is rotated in the forward and reverse directions to move the two connectors 18 and 21 toward and away from each other, thereby causing the tensioning device, that is, each of the first and second link units A and B, to expand and contract.

ここで、上記緊張装置15は、各接合具22,
23部位における初期の拡開角度が小さくなる如
く、ねじ具24の長さは短寸にしておく。
Here, the tension device 15 includes each joint tool 22,
The length of the screw tool 24 is made short so that the initial expansion angle at the 23 parts is small.

上記各第1・第2リンクユニツトA,Bは、左
右端部に設けた接合具22,23を介してそれぞ
れ前述した左方のブラケツト13および右方のブ
レイスバー30左端に回動可能に連結する。
The first and second link units A and B are rotatably connected to the left ends of the left bracket 13 and right brace bar 30, respectively, via connectors 22 and 23 provided at the left and right ends. do.

上記左方のブラケツト13および接合具22
と、右方のブレイスバー30左端および接合具2
3との連結具は、共に略同構成からなる。
The above left bracket 13 and connector 22
, the left end of the right brace bar 30 and the connector 2
The connectors with No. 3 have substantially the same configuration.

上記連結部の構成を左方のブラケツト13およ
び接合具22を代表して第2図により説明する
と、ブラケツト13および接合具22の重合部
に、共に同方向の厚さ方向に向かつて円錐台状つ
まり碗状に膨出させて接合部13a,22cを形
成する。
The structure of the above-mentioned connecting part will be explained with reference to FIG. 2, representing the left bracket 13 and connector 22. At the overlapping part of the bracket 13 and connector 22, there is a truncated cone-shaped joint facing in the thickness direction in the same direction. In other words, the joint portions 13a and 22c are formed by expanding into a bowl shape.

これら各接合部13a,22cは、ブラケツト
13側の接合部13aを大径に、接合具22側の
接合部22cを小径に形成して、ブラケツト13
側の接合部13aの内面に接合具22側の接合部
22cが密接嵌合する如く形成する。
These joint parts 13a and 22c are formed by forming the joint part 13a on the side of the bracket 13 with a large diameter and the joint part 22c on the side of the joint tool 22 with a small diameter.
The joint part 22c on the side of the joining tool 22 is formed so as to fit closely into the inner surface of the joint part 13a on the side.

また、上記各接合部13a,22cの中心部に
小径の締結孔を穿設し、この部にて両者を厚肉か
つ大径の座金26a,26bを介してボルト・ナ
ツトからなる締結具26により重合締結する。
In addition, a small diameter fastening hole is drilled in the center of each of the joint parts 13a, 22c, and a fastener 26 consisting of a bolt and nut is used to connect the two through thick-walled and large-diameter washers 26a, 26b. Conclude polymerization.

上記接合部13aの頂部外面に設ける座金26
aは、該頂部外面と略同面積であつてかつブラケ
ツト13よりも若干厚肉に形成し、また、接合部
22cの頂部裏面に重合する座金26bは、該頂
部裏面と略同面積であつてかつ接合具22よりも
若干薄肉に形成する。
A washer 26 provided on the outer surface of the top of the joint portion 13a
a has approximately the same area as the outer surface of the top and is formed to be slightly thicker than the bracket 13, and a washer 26b that overlaps the back surface of the top of the joint portion 22c has approximately the same area as the back surface of the top. In addition, it is formed to be slightly thinner than the joint tool 22.

なお、ブレイスバー30右端とブラケツト14
との接合構造も、前述したブラケツト13と接合
具22との接合構造と同様になつている。
In addition, the right end of the brace bar 30 and the bracket 14
The joining structure between the bracket 13 and the joining tool 22 is similar to the joining structure between the bracket 13 and the joining tool 22 described above.

次に、上記実施例の作用について説明する。 Next, the operation of the above embodiment will be explained.

緊張装置15を、接合具22,23を介してブ
ラケツト13とブレイスバー30の左端とに接続
し、また、ブレイスバー30の右端をブラケツト
14に接続する。
Tensioning device 15 is connected to bracket 13 and the left end of brace bar 30 via connectors 22 and 23, and the right end of brace bar 30 is connected to bracket 14.

そして、ねじ具24を操作して連結具18,2
1が互いに離間する方向に移動させる。
Then, operate the screw tool 24 to connect the connecting tools 18 and 2.
1 are moved in a direction that separates them from each other.

さすれば、緊張装置15、即ち各第1・第2リ
ンクユニツトA,Bは短縮作動されて緊張される
ことになる。
Then, the tensioning device 15, that is, each of the first and second link units A, B, is shortened and tensioned.

これにより、枠組みされた柱10,11の微振
動に対する阻止力が長期に亘つて高くなり、強風
あるいは軽度の地震等に対して振動および騒音が
少なくなる。
As a result, the stopping power of the framed columns 10 and 11 against slight vibrations is increased over a long period of time, and vibrations and noise are reduced in response to strong winds or mild earthquakes.

この場合、各接合具22,23部位での各第
1・第2リンクユニツトA,Bの初期拡開角度は
小さく設定されているため、上記緊張力は主とし
て各第1・第2リンクユニツトA,Bおよびブレ
イスバー30が受け持ち、ねじ具24に発生する
圧縮力は小さくなる。従つてねじ具24と連結具
18,21との接続部(螺合部)に発生する負荷
は小さくなり小型にしても長期に亘つて耐久性を
有することになる。
In this case, since the initial expansion angles of each of the first and second link units A and B at the joints 22 and 23 are set small, the tension force is mainly applied to each of the first and second link units A. , B and the brace bar 30, and the compressive force generated in the screw tool 24 becomes small. Therefore, the load generated on the connecting portion (threaded portion) between the screw tool 24 and the connectors 18 and 21 is reduced, and even if the device is made small, it has durability over a long period of time.

また、上記ねじ具24は直接柱10,11に連
結されていないため、該柱10,11に大きな負
荷が発生して上記ばね具24と上記連結具18,
21との接続部が損傷しても、第1・第2リンク
ユニツトA,B、ブレイスバー30と柱10,1
1との接続は維持されることになる。
Further, since the screw tool 24 is not directly connected to the columns 10, 11, a large load is generated on the columns 10, 11, and the spring tool 24 and the connecting tool 18,
21 is damaged, the first and second link units A, B, the brace bar 30 and the pillars 10, 1
1 will be maintained.

また、各第1・第2リンクユニツトA,Bはそ
の端部が箱状に形成されて各係止ピン18a〜1
8d,22a,22b,23a,23bに係止さ
れており、また、接合具22,23とブラケツト
13・ブレイスバー30およびブレイスバー30
とブラケツト14の各接合部は碗状に膨出形成さ
れて互いに密接嵌合しているため、型剛性が高く
なり、軽量の板金材でありながら、大きな張力に
耐えることになる。
Further, each of the first and second link units A and B has a box-shaped end, and each of the locking pins 18a to 18
8d, 22a, 22b, 23a, 23b, and the connectors 22, 23, the bracket 13, the brace bar 30, and the brace bar 30.
The respective joint parts of the bracket 14 and the bracket 14 are bulged into a bowl shape and are closely fitted to each other, so that the mold rigidity is high and it can withstand a large tension even though it is a lightweight sheet metal material.

なお、本発明による緊張装置15は、分断した
ブレイスバー間に設けるようにしてもよい。
Note that the tensioning device 15 according to the present invention may be provided between divided brace bars.

(発明の効果) 以上の説明から明らかな如く、本発明によれ
ば、緊張装置と強度メンバー側に設けたブレイス
バーおよびブラケツトとの接合部の強度が高くな
り、初期緊張力を長期に亘つて維持することがで
き、枠組みされた強度メンバーの微振動に対する
阻止力を長期に亘つて維持することができる効果
を奏する。
(Effects of the Invention) As is clear from the above description, according to the present invention, the strength of the joint between the tensioning device and the brace bar and bracket provided on the strength member side is increased, and the initial tension force is maintained over a long period of time. This has the effect of being able to maintain the blocking force against slight vibrations of the framed strength member over a long period of time.

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

第1図は本発明の実施例による建築用ブレイス
バーの緊張装置の例を示す正面図、第2図はその
要部断面図、第3図は第2図の−断面図第4
図は従来例を示す第1図相当の要部断面図であ
る。 10,11:柱、12:梁、13,14:ブラ
ケツト、13a,14a:接合部、15:緊張装
置、A,B:第1・第2リンクユニツト、16,
17,19,20:リンクアーム、18,21:
連結具、18a〜18d:係止ピン、22,2
3:接合具、22a,22b,23a,23b:
係止ピン、24:ねじ具、25,26:締結具、
30:ブレイスバー。
FIG. 1 is a front view showing an example of a tensioning device for an architectural brace bar according to an embodiment of the present invention, FIG. 2 is a sectional view of a main part thereof, and FIG.
The figure is a sectional view of a main part corresponding to FIG. 1 showing a conventional example. 10, 11: Column, 12: Beam, 13, 14: Bracket, 13a, 14a: Joint, 15: Tension device, A, B: First and second link units, 16,
17, 19, 20: Link arm, 18, 21:
Connector, 18a-18d: Locking pin, 22, 2
3: Connector, 22a, 22b, 23a, 23b:
Locking pin, 24: Screw, 25, 26: Fastener,
30: Brace bar.

Claims (1)

【特許請求の範囲】[Claims] 1 一対のリンクアームを連結具により回動可能
に連結してなるリンクユニツトを2組み設け、前
記各リンクユニツトを並列配置してそれぞれの両
端部を一方の接合具の一端部と他方の接合具の一
端部とに回動可能に連結し、各リンクユニツトの
連結具をねじ具により互いに接離方向に作動させ
てなる緊張装置を設け、前記各接合具の他端部
は、板材により形成するとともに該板材を厚さ方
向にかつ円錐台状に屈曲させて接合部を形成し、
互いに離間した強度メンバーの一方と他方とに、
板状のブラケツトと、細長い板部材からなるブレ
イスバーとを設け、該ブラケツトおよびブレイス
バーの一端部に厚さ方向にかつ円錐台状に屈曲す
る接合部を形成し、該各接合部を前記各接合具の
接合部に嵌合させて締結具により嵌合方向に締結
したことを特徴とする建築用ブレイスバーの緊張
装置。
1. Two sets of link units each consisting of a pair of link arms rotatably connected by a connecting tool are provided, and each of the link units is arranged in parallel, and both ends of each are connected to one end of one connector and the other connector. A tensioning device is provided which is rotatably connected to one end of the link unit and operates the connecting tools of each link unit in directions toward and away from each other using a screw, and the other end of each of the connecting devices is formed of a plate material. At the same time, the plate material is bent in the thickness direction into a truncated conical shape to form a joint,
on one and the other of the strength members spaced apart from each other,
A plate-shaped bracket and a brace bar made of an elongated plate member are provided, and a joint part bent in the thickness direction in a truncated conical shape is formed at one end of the bracket and the brace bar, and each joint part is connected to each of the above-mentioned parts. A tension device for an architectural brace bar, characterized in that it is fitted into a joint part of a joint tool and fastened in the fitting direction by a fastener.
JP11816886A 1986-05-22 1986-05-22 Apparatus for tightening building brace bar Granted JPS62273342A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11816886A JPS62273342A (en) 1986-05-22 1986-05-22 Apparatus for tightening building brace bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11816886A JPS62273342A (en) 1986-05-22 1986-05-22 Apparatus for tightening building brace bar

Publications (2)

Publication Number Publication Date
JPS62273342A JPS62273342A (en) 1987-11-27
JPH0369416B2 true JPH0369416B2 (en) 1991-11-01

Family

ID=14729798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11816886A Granted JPS62273342A (en) 1986-05-22 1986-05-22 Apparatus for tightening building brace bar

Country Status (1)

Country Link
JP (1) JPS62273342A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3647838B2 (en) * 2002-10-31 2005-05-18 河野 隆明 Reinforcing equipment for buildings, etc.

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5811854U (en) * 1981-07-16 1983-01-25 三菱電機株式会社 circuit break

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5811854U (en) * 1981-07-16 1983-01-25 三菱電機株式会社 circuit break

Also Published As

Publication number Publication date
JPS62273342A (en) 1987-11-27

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