JP2509804Y2 - Brace end joining hardware and joining structure - Google Patents

Brace end joining hardware and joining structure

Info

Publication number
JP2509804Y2
JP2509804Y2 JP1990066710U JP6671090U JP2509804Y2 JP 2509804 Y2 JP2509804 Y2 JP 2509804Y2 JP 1990066710 U JP1990066710 U JP 1990066710U JP 6671090 U JP6671090 U JP 6671090U JP 2509804 Y2 JP2509804 Y2 JP 2509804Y2
Authority
JP
Japan
Prior art keywords
screw
brace
plate member
elongated plate
bifurcated
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
JP1990066710U
Other languages
Japanese (ja)
Other versions
JPH0424903U (en
Inventor
彦次郎 木島
健 北村
光政 原田
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP1990066710U priority Critical patent/JP2509804Y2/en
Publication of JPH0424903U publication Critical patent/JPH0424903U/ja
Application granted granted Critical
Publication of JP2509804Y2 publication Critical patent/JP2509804Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、例えば、鉄骨構造建物の柱・梁で囲まれる
開口面に配設するのに使用するブレースの端部接合金物
及び接合構造に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an end joint metal fitting and a joint structure of a brace used for arranging it on an opening face surrounded by columns and beams of a steel structure building, for example. It is a thing.

〔従来の技術〕[Conventional technology]

このようなブレースとして、第10図に示すようなネジ
鉄筋1を使用する場合があり、その端部の接合としては
開口部4の隅部のガセットプレート5側からも雄ネジ6
を突出し、該ネジ鉄筋1端と雄ネジ6とをカップラー7
やターンバックルで締め付け結合している。
As such a brace, a screw rebar 1 as shown in FIG. 10 may be used, and as a joining of the ends, a male screw 6 is also provided from the gusset plate 5 side at the corner of the opening 4.
And project the end of the screw rebar 1 and the male screw 6 into a coupler 7
And it is tightened with a turnbuckle.

図中2は鉄骨梁、3は鉄骨柱を示す。 In the figure, 2 indicates a steel beam, and 3 indicates a steel column.

ところで、この雄ネジ6は他端にボルト貫通孔8を穿
設した平板部9を有する接合金物(形状からして櫂ボル
トと称する)の一部として成形したもので、該接合金物
の平板部9をガセットプレート5に重合わせ、ボルト挿
通孔8を介して高力ボルト等でボルト止めする。
By the way, the male screw 6 is formed as a part of a joining metal article (called a paddle bolt in terms of shape) having a flat plate portion 9 having a bolt through hole 8 at the other end, and the flat plate portion of the joining metal article. 9 is superposed on the gusset plate 5, and bolted with a high strength bolt or the like through the bolt insertion hole 8.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

この第10図に示すブレース端部の接合構造では、カッ
プラー7やターンバックルでネジ鉄筋1端と雄ネジ6と
を締め付け結合する作業が両側への締め付け力を調整す
るなど面倒であり、また、このカップラー7やターンバ
ックルがある部分はブレースのおける断面欠損となって
しまう。
In the joining structure of the brace ends shown in FIG. 10, the work of tightening and connecting the end of the screw rebar 1 and the male screw 6 with the coupler 7 and the turnbuckle is troublesome such as adjusting the tightening force to both sides. The portion where the coupler 7 and the turnbuckle are present becomes a cross-section loss in the brace.

本考案の目的は前記従来例の不都合を解消し、カップ
ラーやターンバックル等のネジ部材相互を結合する部材
が不要であり、部材点数が少なく、組立作業もネジ鉄筋
自体を回すことなくボルトを利用して簡単かつ迅速にで
き、また、ブレースはネジ鉄筋のみで構成され、途中に
断面欠損を生じることがないので強度的にもそれぞれ2
本使用できるので、従来の2倍の耐力をとる事が可能と
なり、信頼性が高いブレース端部接合金物及び接合構造
を提供することにある。
The object of the present invention is to eliminate the disadvantages of the conventional example, to eliminate the need for members such as couplers and turnbuckles that connect screw members to each other, the number of members is small, and bolts can be used for assembly work without turning the screw rebar itself. The brace is made up of only screw rebars, and there is no cross-section loss in the middle, so the braces are 2
Since it can be used for this purpose, it is possible to obtain a proof stress twice as high as that of the conventional one, and to provide a highly reliable brace end joint metal fitting and joint structure.

〔課題を解決するための手段〕[Means for solving the problem]

本考案は前記目的を達成するため、第1に、細長板体
の一方端側を二股のガセットプレート挿入用のスリット
を形成する二股の板体とし、この二股の板体にボルト貫
通孔を厚さ方向に形成し、また該細長板体の他方の端側
で幅方向中央部を膨出させて非ネジ内周面であるトンネ
ル状のネジ鉄筋の挿通部を有する筒体部をこの細長板体
の上下面に該細長板体を中心に上下対称に位置するよう
に一体成形したこと、または、細長板体の一方端側を二
股のガセットプレート挿入用のスリットを形成する二股
の板体とし、この二股の板体にボルト貫通孔を厚さ方向
に形成し、また該細長板体の他方の端側で幅方向左右端
部を膨出させて非ネジ内周面であるトンネル状のネジ鉄
筋の挿通部を有する筒体部をこの細長板体の左右に該細
長板体を中心に左右対称に位置するように一体成形した
ことを要旨とするものである。
In order to achieve the above-mentioned object, the present invention firstly provides one end side of an elongated plate body with a bifurcated plate body forming a slit for inserting a bifurcated gusset plate, and a bolt through hole is thickened in the bifurcated plate body. The elongated plate is formed in the vertical direction, and the central portion in the width direction is bulged at the other end side of the elongated plate body, and the tubular body portion having the insertion portion of the tunnel-shaped screw rebar which is the non-screw inner peripheral surface is formed in the elongated plate. Formed integrally on the upper and lower surfaces of the body so as to be vertically symmetrical with respect to the elongated plate body, or one end side of the elongated plate body is a bifurcated plate body forming a slit for inserting a bifurcated gusset plate A bolt through hole is formed in the bifurcated plate body in the thickness direction, and the left and right ends in the width direction are bulged on the other end side of the elongated plate body to form a non-screw tunnel-shaped screw. The cylindrical part having the reinforcing bar insertion part is placed on the left and right of this elongated plate It is an summarized in that integrally molded so as to be positioned referred.

第2に、細長板体の一方端側をスリットを形成する二
股の板体とし、この二股の板体にボルト貫通孔を厚さ方
向に形成し、また該細長板体の他方の端側の一部を膨出
させて非ネジ内周面であるトンネル状の鉄筋の挿通部を
有する筒体部をこの細長板体の上下面または左右に該細
長板体を中心に上下対称または左右対称に位置するよう
に一体成形した接合金物を使用して、建物躯体側のガセ
ットプレートを前記スリットに差し入れてボルト止めす
ることにより、ガセットプレートにこの接合金物を取付
け、該接合金物の挿通部にブレースとなるネジ鉄筋を貫
通させ、その突出端に締付け用のナットを螺合するこ
と、または、交差するブレースのうち、一方のブレース
としてのネジ鉄筋は前記細長板体の端側で幅方向中央部
を膨出させて非ネジ内周面であるトンネル状のネジ鉄筋
の挿通部をこの細長板体の上下面に該細長板体を中心に
上下対称に位置するように一体成形した接合金物を使用
し、もう一方のブレースとしてのネジ鉄筋は前記細長板
体の端側で幅方向左右端部を膨出させて非ネジ内周面で
あるトンネル状のネジ鉄筋の挿通部をこの細長板体の左
右に該細長板体を中心に左右対称に位置するように一体
成形した接合金物を使用し、これら交差するブレース相
互は該交差部で一方が他方を外側から挟み込むように交
差させたことを要旨とするものである。
Secondly, one end side of the elongated plate body is a bifurcated plate body that forms a slit, and a bolt through hole is formed in the bifurcated plate body in the thickness direction, and the other end side of the elongated plate body is formed. Partly bulge to form a cylindrical part having a tunnel-shaped reinforcing bar insertion part that is the non-screw inner peripheral surface vertically or horizontally symmetrically with respect to the upper and lower surfaces or left and right of this elongated plate body. By using a joint metal piece integrally molded to be positioned, by inserting the gusset plate on the building body side into the slit and bolting it, this joint metal piece is attached to the gusset plate, and a brace is inserted in the insertion part of the joint metal piece. A threaded reinforcing bar is passed through, and a tightening nut is screwed to the protruding end of the threaded reinforcing bar, or one of the intersecting braces has a threaded reinforcing bar at the end side of the elongated plate body in the widthwise central part. Bulge and non-screw Tunnel-shaped screw, which is a surface, is formed by joining metal fittings integrally formed on the upper and lower surfaces of this elongated plate body so as to be vertically symmetrical with respect to the elongated plate body, and the screw for the other brace is used. Reinforcing bars are bulged at the left and right ends in the width direction at the end side of the elongated plate body, and the tunnel-shaped threaded reinforcing bar insertion portions that are non-screw inner peripheral surfaces are placed on the left and right sides of the elongated plate body with the elongated plate body as the center. The gist of the present invention is to use joining metal parts integrally formed so as to be symmetrically positioned, and to cross these braces so that one of the braces intersects the other so as to sandwich the other from the outside.

〔作用〕[Action]

請求項第1項乃至第3項記載の本考案によれば、接合
金物としての細長板体を建物躯体側のガセットプレート
にボルト止めすることで、ガセットプレート側にネジ鉄
筋の挿通部が形成されることになる。このガセットプレ
ートへの細長板体の固定は二股の板体がガセットプレー
トの上下面を挟み込むように取り合うのでダブルでせん
断力が働き、高強度の鉄骨を主体としたブレースとして
ボルト数が2分の1程度に低減できる。
According to the present invention as set forth in claims 1 to 3, the elongated plate body as the joint metal is bolted to the gusset plate on the side of the building body to form the insertion portion of the screw rebar on the gusset plate side. Will be. When fixing the elongated plate to this gusset plate, the bifurcated plate sandwiches the upper and lower surfaces of the gusset plate so that a double shearing force acts and the brace mainly consists of high-strength steel frame with a bolt number of 2 minutes. It can be reduced to about 1.

このように、ガセットプレート側に接合した接合金物
の細長板体の他側には、上下面もしくは左右に2個の鉄
筋の挿通部が形成されるので、一部材で同方向に2本の
ブレースとなるネジ鉄筋を接合することができ、しかも
この挿通部は細長板体を中心に上下もしくは左右対称に
位置しているので、2本のネジ鉄筋を接合しても偏心曲
げがかからず強度の高い良好なブレースが得られる。な
お、ブレースを2本使用しているので、ブレースとして
のネジ鉄筋を同径のものとすれば従来の2倍の耐力が得
られる。
As described above, since the two reinforcing bar insertion portions are formed on the upper and lower surfaces or on the left and right sides on the other side of the elongated metal plate member joined to the gusset plate side, two braces in the same direction can be formed by one member. It is possible to join the screw rebars and the insertion part is located vertically or horizontally symmetrically around the elongated plate body, so even if two screw rebars are joined, eccentric bending is not applied and the strength is high. A good brace having a high value can be obtained. Since two braces are used, if the screw rebars having the same diameter as the braces have the same diameter, twice the proof stress as in the conventional case can be obtained.

そして、この鉄筋の挿通部にブレースとなるネジ鉄筋
を貫通させるが、鉄筋の挿通部は非ネジ内周面であるト
ンネル状のものであるから、ネジ鉄筋を回すことなく挿
通部に挿入して貫通させ、このネジ鉄筋の突出端に前記
挿通部とは別体のナットを螺合して締付ければ結合が完
了する。
Then, the threaded rebar to be the brace is passed through the insertion part of this rebar, but since the insertion part of the rebar is a tunnel-shaped non-screw inner peripheral surface, insert it into the insertion part without turning the screw rebar. The connection is completed by penetrating and screwing a nut, which is separate from the insertion portion, to the projecting end of the screw reinforcing bar and tightening.

このように、ネジ鉄筋を回さないでガセットプレート
に取付けた接合金物に結合できるので、この接合金物を
結合したネジ鉄筋端とは反対の端を反対側のガセットプ
レートに取付けた接合金物に結合するにも簡単に行うこ
とができる。
In this way, it is possible to connect to the joint metal attached to the gusset plate without turning the screw rebar, so connect the end opposite to the end of the screw reinforcement to which this joint metal is connected to the joint metal attached to the gusset plate on the opposite side. It's easy to do.

そして、ナットによりネジ鉄筋は挿通部から抜け出さ
ないものとなり、かつこのナットにより締付け力を与え
られ、ネジ鉄筋は接合金物を介してガセットプレートと
一体になる。
Then, the nut prevents the screw reinforcing bar from coming out of the insertion portion, and the tightening force is given by the nut, so that the screw reinforcing bar is integrated with the gusset plate through the joint metal.

なお、挿通部を有する筒体部の後端からボルト止めの
位置までの細長板体の余長部分を利用して挿通部から挿
入したブレースとなるネジ鉄筋の端部としての挿通部か
らの突出部分の長さ調整が可能となる。このとき、ブレ
ースとなるネジ鉄筋の挿通部からの突出部分は目で見え
るので長さ調整するのに便利である。
It should be noted that the protrusion from the insertion portion as the end portion of the screw rebar, which is a brace inserted from the insertion portion using the extra length portion of the elongated plate body from the rear end of the tubular portion having the insertion portion to the position where the bolt is fastened The length of the part can be adjusted. At this time, the protruding portion from the insertion portion of the screw reinforcing bar serving as the brace is visible, so that it is convenient to adjust the length.

さらに、ブレースとしてネジ鉄筋を使用しており、予
めネジ溝が切ってある鉄筋として、鉄筋にネジ欠損を生
じさせることなくブレース全断面から有効な耐力が得ら
れる。
Further, a screw rebar is used as the brace, and as a rebar having a thread groove cut in advance, effective yield strength can be obtained from the entire cross section of the brace without causing a screw defect in the rebar.

請求項第4項記載の本考案によれば、前記作用に加え
て、交差するブレースである場合に、ブレース相互は該
交差部で一方が他方を外側から挟み込むように交差させ
るのでブレース配置場所に厚みを必要とせず、収まりが
よいものとなる。
According to the present invention as set forth in claim 4, in addition to the above-mentioned action, in the case of intersecting braces, one of the braces intersects at the intersection so that the other sandwiches the other from the outside. It does not require thickness, and it fits well.

〔実施例〕〔Example〕

以下、図面について本考案の実施例を詳細に説明す
る。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案のブレース端部接合金物10の第1実施
例を示す平面図、第2図は同上正面図、第3図は同上側
面図で、図中11は細長板体である。
FIG. 1 is a plan view showing a first embodiment of a brace end joining metal article 10 of the present invention, FIG. 2 is a front view of the same as above, FIG. 3 is a side view of the same, and 11 is an elongated plate body.

接合金物10としては前記細長板体11の全体が鋳鋼もし
くは鍛造で成形したもので、一方端側を上板15aと下板1
5bとでガセットプレート挿入用のスリット13を形成する
二股の板体とし、この二股の上板15aと下板15bにボルト
貫通孔12を厚さ方向に複数個(図示では3個)適宜間隔
に並べて形成した。
As the joint metal 10, the whole elongated plate body 11 is formed by cast steel or forging, and one end side is an upper plate 15a and a lower plate 1.
5b is a bifurcated plate that forms a slit 13 for inserting a gusset plate, and a plurality of bolt through holes 12 (three in the drawing) are formed at appropriate intervals in the upper plate 15a and the lower plate 15b of the bifurcation. Formed side by side.

また、前記細長板体11の他方の端側で幅方向中央部を
膨出させて非ネジ内周面であるトンネル状のネジ鉄筋の
挿通部14を有する筒体部20をこの細長板体11の上下面に
該細長板体11を中心に上下対称に位置するように一体成
形する。
The elongated plate body 11 is provided with a cylindrical body portion 20 having a tunnel-shaped threaded reinforcing bar insertion portion 14 which is a non-screw inner peripheral surface and which bulges out in the widthwise central portion on the other end side of the elongated plate body 11. The upper and lower surfaces are integrally formed so as to be vertically symmetrical with respect to the elongated plate body 11.

次に、この接合金物10を用いる本考案のブレース端部
接合構造を説明する。
Next, the brace end joining structure of the present invention using this joining hardware 10 will be described.

鉄骨梁と鉄骨柱とで囲まれた開口部部の隅にはガセッ
トプレート5が設けられているが、第4図に示すよう
に、ガセットプレート5を接合金物10のスリット13に差
し入れて、ボルト貫通孔12を介して高力ボルト16、ナッ
ト17で座金18を介在させて固定する。
A gusset plate 5 is provided at the corner of the opening surrounded by the steel beam and the steel column. As shown in FIG. 4, the gusset plate 5 is inserted into the slit 13 of the metal joint 10 and the bolt is inserted. High-strength bolts 16 and nuts 17 are fixed through the through holes 12 with washers 18 interposed.

このようにすると、挿通部14がある側はガセットプレ
ート5から突出するように細長板体11はガセットプレー
ト5に取付けられる。
In this way, the elongated plate member 11 is attached to the gusset plate 5 so that the side having the insertion portion 14 projects from the gusset plate 5.

図中19はブレースとしてのネジ鉄筋であるが、このネ
ジ鉄筋19を挿通部14に摺動状態で貫通させ、その突出端
に締付け用のナット21(図示の場合はダブルナット)を
螺合した。
In the figure, 19 is a threaded reinforcing bar as a brace, but this threaded reinforcing bar 19 is slidably passed through the insertion portion 14, and a nut 21 for tightening (double nut in the case shown) is screwed into the protruding end thereof. .

なお、図示は省略するがワッシャーを介在させてもよ
い。
Although illustration is omitted, a washer may be interposed.

このようにして、ナット21はネジ鉄筋19に対して締め
付け力を与え、ガセットプレート5からの応力の伝達は
接合金物10を介してスムーズにブレースとしてのネジ鉄
筋19に流れる。
In this way, the nut 21 gives a tightening force to the screw reinforcing bar 19, and the transmission of the stress from the gusset plate 5 smoothly flows to the screw reinforcing bar 19 as a brace via the metal joint 10.

第5図〜第7図は本考案のブレース端部接合金物の第
2実施例を示すもので、接合金物10′として前記ネジ鉄
筋を挿通する非ネジ内周面の挿通部14を有する筒体部20
はこれを幅方向中央部を膨出させたものでなく、幅方向
の左右端部を膨出させて細長板体11の左右に該細長板体
11を中心に左右対称に位置するように一体成形した。
FIGS. 5 to 7 show a second embodiment of the brace end metal fitting of the present invention, which is a tubular body having a non-screw inner peripheral surface insertion portion 14 for inserting the screw rebar as a metal fitting 10 '. Part 20
Is not the one in which the central portion in the width direction is swollen, but the left and right end portions in the width direction are swollen to the left and right of the slender plate body 11.
It was molded integrally so that it would be located symmetrically with 11 as the center.

他の構成は前記第1実施例と同じであり、さらにこの
接合金物10′を用いる本考案のブレース端部接合構造と
しても同様である。
The other structure is the same as that of the first embodiment, and the brace end joining structure of the present invention using this joining metal 10 'is also the same.

次に、本考案のブレース端部接合構造の第2本考案と
してブレースが交差する場合について説明する。
Next, the case where the braces intersect will be described as the second invention of the brace end joining structure of the present invention.

第9図に示すように、鉄骨梁3と鉄骨柱3とで囲まれ
た開口部4にブレースとしてのネジ鉄筋19を交差するよ
うに配置するには、このように交差するブレースのう
ち、一方のブレースとしてのネジ鉄筋19は前記第1実施
例における細長板体11の端側で幅方向中央部を膨出させ
てネジ鉄筋の挿通部14をこの細長板体11の上下面に該細
長板体11を中心に上下対称に位置するように一体成形し
た接合金物10を使用し、もう一方のブレースとしてのネ
ジ鉄筋19′は前記第2実施例における細長板体11の端側
で幅方向左右端部を膨出させて挿通部14をこの細長板体
11の左右に該細長板体11を中心に左右対称に位置するよ
うに一体成形した接合金物10′を使用してその端部をガ
セットプレート5に接合する。
As shown in FIG. 9, in order to arrange the screw reinforcing bar 19 as a brace in the opening 4 surrounded by the steel beam 3 and the steel column 3, one of the intersecting braces should be used. The screw reinforcing bar 19 as a brace bulges out in the widthwise central part at the end side of the elongated plate body 11 in the first embodiment, and the insertion part 14 of the screw reinforcing bar is formed on the upper and lower surfaces of the elongated plate body 11. A joint metal piece 10 integrally formed so as to be vertically symmetrical with respect to the body 11 is used, and a screw rebar 19 'serving as the other brace is provided on the end side of the elongated plate body 11 in the second embodiment in the width direction left and right. The end part is bulged to insert the insertion part 14 into this elongated plate body.
The ends of the eleventh plate 11 are joined to the gusset plate 5 by using the joining metal piece 10 'integrally formed on the left and right sides of 11 so as to be symmetrically located about the elongated plate body 11.

接合金物10を使用した場合、ネジ鉄筋19はガセットプ
レート5の両面から外れた位置にガセットプレート5を
間にして相互が並び、一方、接合金物10′を使用した場
合、ネジ鉄筋19′はガセットプレート5にほぼ並ぶよう
に相互が並ぶ。
When the joint metal fitting 10 is used, the screw rebars 19 are lined up with each other with the gusset plate 5 interposed between the gusset plate 5 and the gusset plate 5. On the other hand, when the joint metal fitting 10 ′ is used, the screw rebar 19 ′ is gusseted. The plates 5 are arranged side by side so that they are almost arranged.

従って、これら交差するブレースのネジ鉄筋19,19′
は該交差部でネジ鉄筋19がネジ鉄筋19′を外側から挟み
込むようにして交差するので、きわめて収まりのよいも
のとある。
Therefore, the screw rebars 19,19 'of these intersecting braces
Since the screw rebars 19 cross each other at the intersection so that the screw rebars 19 'are sandwiched from the outside, they are extremely fit.

〔考案の効果〕[Effect of device]

以上述べたように本考案のブレース端部接合金物及び
接合構造は、カップラーやターンバックル等のネジ部材
相互を結合する部材が不要であり、部材点数が少なく、
組立作業もネジ鉄筋自体を回すことなくボルトを利用し
て簡単かつ迅速にできるものである。
As described above, the brace end joint metal fitting and the joint structure of the present invention do not require a member such as a coupler or a turnbuckle for connecting screw members to each other, and the number of members is small,
Assembly work can also be done easily and quickly by using bolts without turning the screw rebar itself.

また、従来は一般的に交差部でガセットプレートと高
力ボルトが必要となるが交差部で鉄筋ブレースが互いに
あたらないのでそれを必要としない。
Further, conventionally, a gusset plate and a high-strength bolt are generally required at the intersection, but this is not necessary because the reinforcing bar braces do not hit each other at the intersection.

さらに、ブレースはネジ鉄筋のみで構成され、途中に
断面欠損を生じることがないので強度的にもそれぞれ2
本使用できるので、従来の2倍の耐力を取ることが可能
となるものである。
Furthermore, since the braces are made up of only screw rebars and no cross-section loss occurs in the middle, the braces are 2
Since this can be used, it is possible to take twice the yield strength as the conventional one.

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

第1図は本考案のブレース端部接合金物の第1の実施例
を示す平面図、第2図は同上正面図、第3図同上側面
図、第4図はこの接合金物を用いた本考案のブレース端
部接合構造の斜視図、第5図は本考案のブレース端部接
合金物の第2実施例を示す平面図、第6図は同上正面
図、第7図は同上側面図、第8図はこの第2実施例の接
合金物を用いた本考案のブレース端部接合構造の斜視
図、第9図は本考案のブレース端部接合構造の第2実施
例を示す正面図、第10図は従来例を示す正面図である。 1……ネジ鉄筋、2……鉄骨梁 3……鉄骨柱、4……開口部 5……ガセットプレート、6……雄ネジ 7……カップラー、8……ボルト挿通孔 9……平板部、10,10′……接合金物 11……細長板体、12……ボルト貫通孔 13……スリット、14……挿通部 15a……上板、15b……下板 16……ボルト、17……ナット 18……座金、19,19′ネジ鉄筋 20……筒体部、21……ナット
FIG. 1 is a plan view showing a first embodiment of a brace end joint metal fitting of the present invention, FIG. 2 is a front view of the same as above, FIG. 3 is a side view of the same, and FIG. 5 is a perspective view of the brace end joining structure of FIG. 5, FIG. 5 is a plan view showing a second embodiment of the brace end joining metal article of the present invention, FIG. 6 is a front view of the same, FIG. 7 is a side view of the same, and FIG. FIG. 9 is a perspective view of a brace end joining structure of the present invention using the joining hardware of the second embodiment, and FIG. 9 is a front view showing a second embodiment of the brace end joining structure of the present invention, and FIG. [Fig. 4] is a front view showing a conventional example. 1 …… Screw rebar, 2 …… Steel beam 3 …… Steel column, 4 …… Opening 5 …… Gusset plate, 6 …… Male screw 7 …… Coupler, 8 …… Bolt insertion hole 9 …… Plate part, 10,10 '…… Molding metal 11 …… Slender plate, 12 …… Bolt through hole 13 …… Slit, 14 …… Insert part 15a …… Upper plate, 15b …… Lower plate 16 …… Bolt, 17 …… Nut 18 ... Washer, 19,19 'Screw rebar 20 ... Cylinder part, 21 ... Nut

フロントページの続き (56)参考文献 実願昭51−21361号(実開昭52− 112608号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願昭63−69964号(実開平1− 173210号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U)Continuation of the front page (56) References Microfilm (JP, U) Actual Application Sho 63, which is a photograph of the contents and drawings attached to the application of Application 51-21361 (Act 52-112608). Microfilm (JP, U) filming the contents of the specification and drawings attached to the application for No. -69964 (Jitsukaihei 1-173210)

Claims (4)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】細長板体の一方端側を二股のガセットプレ
ート挿入用のスリットを形成する二股の板体とし、この
二股の板体にボルト貫通孔を厚さ方向に形成し、また該
細長板体の他方の端側で幅方向中央部を膨出させて非ネ
ジ内周面であるトンネル状のネジ鉄筋の挿通部を有する
筒体部をこの細長板体の上下面に該細長板体を中心に上
下対称に位置するように一体成形したことを特徴とする
ブレース端部接合金物。
1. An elongated plate member having a bifurcated plate member on one end side for forming a slit for inserting a bifurcated gusset plate, and a bolt through hole is formed in the bifurcated plate member in the thickness direction. At the other end side of the plate body, a tubular portion having a tunnel-shaped threaded reinforcing bar insertion portion which is a non-screw inner peripheral surface is formed on the upper and lower surfaces of the elongated plate body by bulging the central portion in the width direction. A brace end-joint metal fitting, which is integrally molded so as to be vertically symmetrical with respect to the center.
【請求項2】細長板体の一方端側を二股のガセットプレ
ート挿入用のスリットを形成する二股の板体とし、この
二股の板体にボルト貫通孔を厚さ方向に形成し、また該
細長板体の他方の端側で幅方向左右端部を膨出させて非
ネジ内周面であるトンネル状のネジ鉄筋の挿通部を有す
る筒体部をこの細長板体の左右に該細長板体を中心に左
右対称に位置するように一体成形したことを特徴とする
ブレース端部接合金物。
2. An elongated plate member is provided with a bifurcated plate member having one end side for forming a slit for inserting a bifurcated gusset plate, and a bolt through hole is formed in the bifurcated plate member in the thickness direction. On the other end side of the plate body, the left and right ends in the width direction are bulged to form a tubular body portion having a tunnel-shaped threaded reinforcing bar insertion portion which is a non-screw inner peripheral surface on the left and right sides of the elongated plate body. A brace end metal fitting which is integrally molded so as to be symmetrically positioned with respect to the center.
【請求項3】細長板体の一方端側をスリットを形成する
二股の板体とし、この二股の板体にボルト貫通孔を厚さ
方向に形成し、また該細長板体の他方の端側の一部を膨
出させて非ネジ内周面であるトンネル状の鉄筋の挿通部
を有する筒体部をこの細長板体の上下面または左右に該
細長板体を中心に上下対称または左右対称に位置するよ
うに一体成形した接合金物を使用して、建物躯体側のガ
セットプレートを前記スリットに差し入れてボルト止め
することにより、ガセットプレートにこの接合金物を取
付け、該接合金物の挿通部にブレースとなるネジ鉄筋を
貫通させ、その突出端に締付け用のナットを螺合するこ
とを特徴とするブレース端部接合構造。
3. An elongated plate member having a bifurcated plate member having a slit formed on one end side thereof, a bolt through hole formed in the bifurcated plate member in a thickness direction, and the other end side of the elongated plate member. A cylindrical part having a tunnel-shaped rebar insertion part, which is a non-screw inner peripheral surface, is swelled up and down or left and right with respect to the slender plate Using a joint metal piece integrally molded so that it is located at the position, insert the gusset plate on the building body side into the slit and bolt it to attach this joint metal piece to the gusset plate and brace the insertion part of the joint metal piece. A brace end joint structure characterized in that a screw rebar to be penetrated is penetrated, and a nut for tightening is screwed into a protruding end thereof.
【請求項4】細長板体の一方端側をスリットを形成する
二股の板体とし、この二股の板体にボルト貫通孔を厚さ
方向に形成し、また該細長板体の他方の端側の一部を膨
出させて非ネジ内周面であるトンネル状の鉄筋の挿通部
を有する筒体部をこの細長板体の上下面または左右に該
細長板体を中心に上下対称または左右対称に位置するよ
うに一体成形した接合金物を使用して、建物躯体側のガ
セットプレートを前記スリットに差し入れてボルト止め
することにより、ガセットプレートにこの接合金物を取
付け、該接合金物の挿通部にブレースとなるネジ鉄筋を
貫通させ、その突出端に締付け用のナットを螺合するブ
レース端部接合構造において、交差するブレースのう
ち、一方のブレースとしてのネジ鉄筋は前記細長板体の
端側で幅方向中央部を膨出させて非ネジ内周面であるト
ンネル状のネジ鉄筋の挿通部をこの細長板体の上下面に
該細長板体を中心に上下対称に位置するように一体成形
した接合金物を使用し、もう一方のブレースとしてのネ
ジ鉄筋は前記細長板体の端側で幅方向左右端部を膨出さ
せて非ネジ内周面であるトンネル状のネジ鉄筋の挿通部
をこの細長板体の左右に該細長板体を中心に左右対称に
位置するように一体成形した接合金物を使用し、これら
交差するブレース相互は該交差部で一方が他方を外側か
ら挟み込むように交差させたことを特徴とするブレース
端部接合構造。
4. An elongated plate member having a bifurcated plate member having a slit formed on one end side thereof, a bolt through hole formed in the bifurcated plate member in the thickness direction, and the other end side of the elongated plate member. A cylindrical part having a tunnel-shaped rebar insertion part, which is a non-screw inner peripheral surface, is swelled up and down or left and right with respect to the slender plate Using a joint metal piece integrally molded so that it is located at the position, insert the gusset plate on the building body side into the slit and bolt it to attach this joint metal piece to the gusset plate and brace the insertion part of the joint metal piece. In a brace end joint structure in which a screw rebar to be penetrated and a protruding nut are screwed into the projecting end, the screw rebar as one of the crossed braces has a width on the end side of the elongated plate body. Direction central part A metal fitting is used that is formed by integrally bulging and inserting a tunnel-shaped threaded reinforcing bar, which is a non-screw inner peripheral surface, on the upper and lower surfaces of this elongated plate so as to be vertically symmetrical with respect to the elongated plate. , The other side of the screw rebar as the brace is bulged at the left and right ends in the width direction at the end side of the elongated plate, and the tunnel-shaped threaded rebar insertion part, which is the non-screw inner peripheral surface, is attached to the left and right sides of the elongated plate. In this case, a joint metal piece integrally formed so as to be positioned symmetrically about the elongated plate body is used, and these intersecting braces are intersected so that one of them is sandwiched from the outside at the intersection. Brace end joining structure.
JP1990066710U 1990-06-22 1990-06-22 Brace end joining hardware and joining structure Expired - Lifetime JP2509804Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990066710U JP2509804Y2 (en) 1990-06-22 1990-06-22 Brace end joining hardware and joining structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990066710U JP2509804Y2 (en) 1990-06-22 1990-06-22 Brace end joining hardware and joining structure

Publications (2)

Publication Number Publication Date
JPH0424903U JPH0424903U (en) 1992-02-28
JP2509804Y2 true JP2509804Y2 (en) 1996-09-04

Family

ID=31599649

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990066710U Expired - Lifetime JP2509804Y2 (en) 1990-06-22 1990-06-22 Brace end joining hardware and joining structure

Country Status (1)

Country Link
JP (1) JP2509804Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6079464B2 (en) * 2013-06-17 2017-02-15 積水ハウス株式会社 Bearing walls and houses

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52112608U (en) * 1976-02-25 1977-08-26
JPH01173210U (en) * 1988-05-27 1989-12-08

Also Published As

Publication number Publication date
JPH0424903U (en) 1992-02-28

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