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JP2780066B2 - Brace end joint structure and joint hardware - Google Patents

Brace end joint structure and joint hardware

Info

Publication number
JP2780066B2
JP2780066B2 JP3268445A JP26844591A JP2780066B2 JP 2780066 B2 JP2780066 B2 JP 2780066B2 JP 3268445 A JP3268445 A JP 3268445A JP 26844591 A JP26844591 A JP 26844591A JP 2780066 B2 JP2780066 B2 JP 2780066B2
Authority
JP
Japan
Prior art keywords
plate
elongated plate
brace
hole
thickness direction
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
JP3268445A
Other languages
Japanese (ja)
Other versions
JPH0579094A (en
Inventor
彦次郎 木島
健 北村
将宏 石附
智実 増田
隆公 鈴木
伸一 立石
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 JP3268445A priority Critical patent/JP2780066B2/en
Publication of JPH0579094A publication Critical patent/JPH0579094A/en
Application granted granted Critical
Publication of JP2780066B2 publication Critical patent/JP2780066B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、例えば、鉄骨構造建物
の柱・梁で囲まれる開口面、および屋根面の梁と梁に配
設するブレースの端部接合構造とそれに使用する接合金
物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to, for example, an end joining structure of an opening face surrounded by columns and beams of a steel structure building, and an end joining structure of a brace disposed on a beam on a roof surface and a joining metal used therefor. Things.

【0002】[0002]

【従来の技術】このようなブレースとして、図5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。
図中2は鉄骨梁、3は鉄骨柱を示す。
2. Description of the Related Art As such a brace, there is a case where a threaded reinforcing bar 1 as shown in FIG. 5 is used. And one end of the screw rebar 1 and the male screw 6 are fastened and connected by a coupler 7 or a turnbuckle.
In the figure, reference numeral 2 denotes a steel beam, and reference numeral 3 denotes a steel column.

【0003】ところで、この雄ネジ6は他端にボルト挿
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。
The male screw 6 is formed as a part of a metal joint (referred to as a paddle bolt in terms of shape) having a flat plate portion 9 having a bolt insertion hole 8 formed at the other end.
The flat plate portion 9 of the metal joint is put on the gusset plate 5 and bolted with a high-strength bolt or the like through the bolt insertion hole 8.

【0004】[0004]

【発明が解決しようとする課題】この図5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
スにおける途中接続となってしまう。
In the joint structure at the end of the brace shown in FIG. 5, the operation of tightening and coupling the one end of the screw rebar 1 and the male screw 6 with the coupler 7 or the turnbuckle adjusts the tightening force on both sides. It is troublesome to do,
The part where the coupler 7 and the turnbuckle are present is connected halfway through the brace.

【0005】本発明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
も簡単かつ迅速にでき、また、ブレースを途中で接続す
ることがないので強度的にも信頼性が高いブレース端部
接合構造及び接合金物を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned disadvantages of the prior art, eliminate the need for a member such as a coupler or a turnbuckle for connecting screw members, reduce the number of members, and make assembly work simple and quick. Another object of the present invention is to provide a brace end joint structure and a metal joint having high reliability because the brace is not connected in the middle.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、ブレース端部接合構造としては、細長板体の
後端を2枚の板体が隙間を存して並行する二股としてこ
こに該板体の厚さ方向のボルト貫通孔を設け、該細長板
体の中央部には厚さ方向の窓穴を形成し、該細長板体の
先端と該窓穴を連通させる円筒状のネジ鉄筋の挿通部を
設けた接合金物を使用し、この接合金物の後端側の隙間
に建物躯体側のガセットプレートを挿入して、前記ボル
ト貫通孔を介してこの接合金物の後端側を建物躯体側の
ガセットプレートにボルト止めし、先端側から鉄筋の挿
通部にブレースとなるネジ鉄筋を貫通させ、前記窓穴に
おけるネジ鉄筋の突出端に締付け用のナットを螺合する
ことを要旨とするものである。
According to the present invention, in order to achieve the above object, as a brace end joining structure, a rear end of an elongated plate is formed as a bifurcated two parallel plate having a gap therebetween. A bolt through hole is provided in the thickness direction of the plate body, a window hole in the thickness direction is formed at the center of the elongated plate body, and a cylindrical hole is formed to communicate the tip of the elongated plate body with the window hole. Using a joint metal provided with a threaded bar insertion portion, a gusset plate on the building frame side is inserted into a gap on the rear end side of the joint metal, and the rear end of the joint metal is inserted through the bolt through hole. The gist is that bolts are fastened to the gusset plate on the building frame side, a threaded reinforcing bar serving as a brace is penetrated from the tip side to the insertion portion of the reinforcing bar, and a nut for tightening is screwed into a protruding end of the threaded reinforcing bar in the window hole. Is what you do.

【0007】ブレース端部接合金物としては、一枚もの
からなる細長板体の後端を2枚の板体が隙間を存して並
行する二股としてここに該板体の厚さ方向のボルト貫通
孔を設け、該細長板体の中央部には厚さ方向の窓穴を形
成し、該細長板体の先端と該窓穴を連通させる円筒状の
ネジ鉄筋の挿通部を設けたこと、または、細長板体は2
枚の板体を重ねてなるもので、細長板体の後端側は該2
枚の板体が隙間を存して並行する二股として各板体に厚
さ方向のボルト貫通孔を設け、該細長板体の中央部では
各板体に厚さ方向の窓穴を形成してこれを重ねて一つの
窓穴とし、該細長板体の先端側では、各板体に形成した
半円筒の曲成部を合わせることで前記窓穴と先端とを連
通させる円筒状のネジ鉄筋の挿通部を構成することを要
旨とするものである。
[0007] As a bracing end metal fitting, a rear end of an elongated plate made of one piece is formed as a fork of two pieces parallel to each other with a gap therebetween, and a bolt penetrates in the thickness direction of the piece. Providing a hole, forming a window in the thickness direction at the center of the elongated plate, and providing an insertion portion of a cylindrical screw reinforcing bar that communicates the tip of the elongated plate and the window, or , The elongated plate is 2
The plate is formed by stacking two plates, and the rear end of the elongated plate is
The plate body is provided with a bolt through hole in the thickness direction in each plate body as a bifurcated parallel with a gap, and a window hole in the thickness direction is formed in each plate body at the center of the elongated plate body. This is overlapped to form one window hole, and at the distal end side of the elongated plate body, a cylindrical screw reinforcing bar for communicating the window hole and the distal end by matching the curved portions of the half cylinders formed in each plate body. The gist is to constitute an insertion portion.

【0008】[0008]

【作用】本発明によれば、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確保され
ることになる。
According to the present invention, an elongated plate as a metal joint is bolted to the gusset plate on the building frame side, so that the threaded bar insertion portion is secured on the gusset plate side.

【0009】従って、この挿通部にブレースとなるネジ
鉄筋を貫通させ、窓穴におけるネジ鉄筋の突出端に締付
け用のナットを螺合すれば該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。
Therefore, if a threaded reinforcing bar serving as a brace is penetrated through the insertion portion, and a nut for tightening is screwed into a protruding end of the threaded reinforcing bar in the window hole, the threaded rebar does not come out of the insertion portion by the nut. In addition, a tightening force is applied by the nut, and the screw rebar is integrated with the gusset plate via a metal joint.

【0010】このようにしてガセットプレートからの応
力の伝達は接合金物を介してスムーズにブレースとして
のネジ鉄筋に流れるが、接合金物は円筒状のネジ鉄筋の
挿通部が細長板体の中心に位置するので、ネジ鉄筋の芯
と接合金物の芯とがほぼ合致する。その結果、接合金物
に引張り力が加えられてもガセットプレートに無理な力
が加わらず、このガセットプレートが曲がってしまうこ
とも防止できる。
In this manner, the transmission of the stress from the gusset plate smoothly flows to the threaded reinforcing bar as a brace via the metal joint, and the jointed metal is located at the center of the elongated plate body at the insertion portion of the cylindrical screw reinforcing bar. Therefore, the core of the screw rebar and the core of the metal joint substantially match. As a result, even if a tensile force is applied to the metal joint, no excessive force is applied to the gusset plate, and it is possible to prevent the gusset plate from bending.

【0011】[0011]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明のブレース端部接合構造の1実
施例を示す正面図で、前記従来例を示す図5と同一構成
要素には同一参照符号を付したものである。図中10は
接合金物であるが、先にこれについて説明すると、図
2、図3に示すように図中11は細長板体である。細長
板体11は鋳造または鍛造プレス等による2枚の板体1
1a,11bを重ねてなるもので、後端側は該2枚の板
体11a,11bが隙間12を存して並行する二股とす
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view showing an embodiment of a brace end joining structure according to the present invention, in which the same components as those in FIG. Reference numeral 10 in the figure denotes a metal joint, which will be described first. As shown in FIGS. 2 and 3, reference numeral 11 in the figures denotes an elongated plate. The elongated plate 11 is formed of two plates 1 by casting or forging press or the like.
1a and 11b are overlapped, and the rear end side is a forked portion where the two plate bodies 11a and 11b are parallel with a gap 12 therebetween.

【0012】そしてこの二股の部分には各板体11a,
11bに厚さ方向のボルト貫通孔13を適宜数設け、該
細長板体11の中央部では各板体11a,11bに厚さ
方向の窓穴14を形成してこれを重ねて一つの窓穴とす
る。さらに、該細長板体11の先端側では、各板体11
a,11bに半円筒の曲成部15を形成し、この曲成部
15を合わせることで前記窓穴14と先端とを連通させ
る円筒状のネジ鉄筋の挿通部16を構成する。なお、図
示は省略するが各板体11a,11bは相互にボルト止
めまたはスポット溶接により固定した細長板体11とな
るものである。
Each plate 11a,
11b is provided with an appropriate number of bolt through-holes 13 in the thickness direction. In the center of the elongated plate 11, window holes 14 in the thickness direction are formed in each of the plates 11a and 11b. And Further, on the tip side of the elongated plate 11, each plate 11
A curved portion 15 having a semi-cylindrical shape is formed in each of a and 11b, and the curved portion 15 is combined with the curved portion 15 to form a cylindrical threaded bar insertion portion 16 that allows the window hole 14 to communicate with the tip. Although not shown, each plate 11a, 11b is an elongated plate 11 fixed to each other by bolting or spot welding.

【0013】図1に示すように、鉄骨梁2と鉄骨柱3と
で囲まれた開口部4の隅にはガセットプレート5が設け
られているが、ガセットプレート5をこの接合金物10
の後端側の隙間12に挿入して、前記ボルト貫通孔13
を介して高力ボルト17、ナット18で座金19を介在
させて固定する。このようにすると、細長板体11の窓
穴14や挿通部16がある側はガセットプレート5から
突出する。
As shown in FIG. 1, a gusset plate 5 is provided at a corner of an opening 4 surrounded by a steel beam 2 and a steel column 3.
Of the bolt through hole 13
And is fixed with a high-strength bolt 17 and a nut 18 via a washer 19. With this configuration, the side of the elongated plate body 11 where the window hole 14 and the insertion portion 16 are provided protrudes from the gusset plate 5.

【0014】図中20はブレースとしてのネジ鉄筋であ
るが、このネジ鉄筋20の先端を細長板体11の先端側
から鉄筋の挿通部16に貫通させ、前記窓穴14におけ
るネジ鉄筋20の突出端に締付け用のナット21をワッ
シャー22を介在させて螺合した。このようにして、ナ
ット21はネジ鉄筋20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20に流れ
る。
In the figure, reference numeral 20 denotes a screw reinforcing bar as a brace. The distal end of the screw reinforcing bar 20 is made to penetrate from the distal end side of the elongated plate body 11 to the insertion portion 16 of the reinforcing bar. A nut 21 for tightening was screwed to the end with a washer 22 interposed. In this manner, the nut 21 applies a tightening force to the screw rebar 20, and the transmission of stress from the gusset plate 5 smoothly flows to the screw rebar 20 as a brace via the metal joint 10.

【0015】また、細長板体11は挿通部16が中心に
位置するので、ネジ鉄筋20の芯と細長板体11の芯と
がほぼ合致する。その結果、細長板体11に引張り力が
加えられてもガセットプレート5に無理な力が加わら
ず、このガセットプレート5が曲がってしまうことを防
止できる。
Further, since the insertion portion 16 is located at the center of the elongated plate 11, the core of the screw rebar 20 and the core of the elongated plate 11 substantially match. As a result, even if a tensile force is applied to the elongated plate body 11, an excessive force is not applied to the gusset plate 5, and the gusset plate 5 can be prevented from bending.

【0016】図4は本発明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となる細長板体1
1は鋳鋼等の一枚ものとして作成するが、この細長板体
11の後端を2枚の板体11c,11dが隙間12を存
して並行する二股とした。その他の構成は前記図2、図
3と同様であり、該板体11c,11dの厚さ方向のボ
ルト貫通孔13を設け、該細長板体11の中央部には厚
さ方向の窓穴14を形成し、該細長板体11の先端と該
窓穴14を連通させる円筒状のネジ鉄筋の挿通部16を
設けた。
FIG. 4 shows a second embodiment of the brace end joint metal according to the present invention.
1 is made as a single piece of cast steel or the like, and the rear end of the elongated plate body 11 is made into two branches in which two plate bodies 11c and 11d are parallel with a gap 12 therebetween. Other configurations are the same as those shown in FIGS. 2 and 3. Bolt through holes 13 are provided in the thickness direction of the plate bodies 11 c and 11 d, and a window hole 14 in the thickness direction is formed in the center of the elongated plate body 11. And an insertion portion 16 of a cylindrical screw rebar for communicating the tip end of the elongated plate body 11 with the window hole 14 is provided.

【0017】この第2実施例における接合金物10を用
いる本発明のブレース端部接合構造は、前記第1実施例
で図1について説明した場合とほぼ同様であり、接合金
物10のボルト貫通孔13を介して後端側を建物躯体側
のガセットプレート5にボルト止めし、先端側から鉄筋
の挿通部16にブレースとなるネジ鉄筋20を貫通さ
せ、窓穴14におけるネジ鉄筋20の突出端に締付け用
のナット21を螺合する。
The brace end joining structure of the present invention using the metal joint 10 in the second embodiment is almost the same as that described in the first embodiment with reference to FIG. The rear end side is bolted to the gusset plate 5 on the building frame side through the through hole, and the screw reinforcing bar 20 serving as a brace is penetrated from the front end side into the insertion portion 16 of the reinforcing bar, and fastened to the protruding end of the screw reinforcing bar 20 in the window hole 14. Screw 21 is screwed.

【0018】なお、図示は省略するが図1に示す斜めブ
レースの他に水平ブレースとしてネジ鉄筋20を配置す
る場合などにも鉄骨の端にガセットプレート5を設けれ
ば本発明のブレース端部接合構造は適用できるものであ
る。
Although not shown, the gusset plate 5 may be provided at the end of the steel frame in the case where the threaded reinforcing bar 20 is arranged as a horizontal brace in addition to the diagonal brace shown in FIG. The structure is applicable.

【0019】[0019]

【発明の効果】以上述べたように本発明のブレース端部
接合構造及び接合金物は、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、組立作業も簡単かつ迅速にできるものであ
る。また、ブレースはネジ鉄筋のみで構成され、途中に
接続部分も生じることがないので強度的にも信頼性が高
いものである。
As described above, the brace end joining structure and the joining hardware according to the present invention do not require a member such as a coupler or a turn buckle for connecting the screw members, and the number of members is small, and the assembling work is simple. It can be done quickly. Further, the brace is composed of only the screw reinforcing bar, and there is no connection part in the middle, so that the strength is highly reliable.

【0020】さらに、接合金物はネジ鉄筋の芯と接合金
物の芯とがほぼ合致するので、接合金物に引張り力が加
えられてもガセットプレートに無理な力が加わらず、こ
のガセットプレートが曲がってしまうことを防止できる
ものである。
Further, since the metal joint of the screw is substantially aligned with the core of the screw metal, even if a tensile force is applied to the metal joint, no excessive force is applied to the gusset plate, and the gusset plate is bent. Can be prevented.

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

【図1】図1は本発明のブレース端部接合構造の第1実
施例を示す正面図である。
FIG. 1 is a front view showing a first embodiment of a brace end joining structure according to the present invention.

【図2】本発明のブレース端部接合金物の第1実施例を
示す斜視図である。
FIG. 2 is a perspective view showing a first embodiment of a brace end joint metal according to the present invention.

【図3】本発明のブレース端部接合金物の第1実施例を
示す正面図である。
FIG. 3 is a front view showing a first embodiment of a brace end joint metal according to the present invention.

【図4】本発明のブレース端部接合金物の第2実施例を
示す斜視図である。
FIG. 4 is a perspective view showing a second embodiment of a bracing end metal fitting according to the present invention.

【図5】従来例を示す正面図である。FIG. 5 is a front view showing a conventional example.

【符号の説明】[Explanation of symbols]

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…接合金物 11…細長板体 11a,11b,11
c,11d…板体 12…隙間 13…ボルト貫通孔 4…窓穴 15…半円筒の曲成部 6…挿通部 17…ボルト 8…ナット 19…座金 0…ネジ鉄筋 21…ナット 22…ワッシャー
DESCRIPTION OF SYMBOLS 1 ... Screw reinforcement 2 ... Steel beam 3 ... Steel column 4 ... Opening 5 ... Gusset plate 6 ... Male screw 7 ... Coupler 8 ... Bolt insertion hole 9 ... Flat plate part 10 ... Joint hardware 11 ... Slender plate body 11a, 11b, 11
c, 11d: Plate 12: Gap 13: Bolt through hole 4: Window hole 15: Curved portion of semi-cylindrical 6: Insertion portion 17: Bolt 8: Nut 19: Washer 0: Screw bar 21: Nut 22: Washer

───────────────────────────────────────────────────── フロントページの続き (72)発明者 木島 彦次郎 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 北村 健 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 石附 将宏 栃木県小山市横倉新田520番地 東京鐵 鋼株式会社内 (72)発明者 増田 智実 栃木県小山市横倉新田520番地 東京鐵 鋼株式会社内 (72)発明者 鈴木 隆公 栃木県小山市横倉新田520番地 東京鐵 鋼株式会社内 (72)発明者 立石 伸一 栃木県小山市大字横倉662番地 トーテ ツ産業株式会社内 (56)参考文献 実開 平4−132102(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04B 1/24────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Hikojiro Kijima 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Ken Kitamura 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Inside Kashima Construction Co., Ltd. (72) Inventor Masahiro Ishitsuki 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Inside Tokyo Iron & Steel Corporation (72) Inventor Tomomi Masuda 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Inside Tokyo Steel Steel Corporation (72) Inventor Takayuki Suzuki 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Inside Tokyo Iron & Steel Corporation Kaihei 4-132102 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) E04B 1/24

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 細長板体の後端を2枚の板体が隙間を存
して並行する二股としてここに該板体の厚さ方向のボル
ト貫通孔を設け、該細長板体の中央部には厚さ方向の窓
穴を形成し、該細長板体の先端と該窓穴を連通させる円
筒状のネジ鉄筋の挿通部を設けた接合金物を使用し、こ
の接合金物の後端側の隙間に建物躯体側のガセットプレ
ートを挿入して、前記ボルト貫通孔を介してこの接合金
物の後端側を建物躯体側のガセットプレートにボルト止
めし、先端側から鉄筋の挿通部にブレースとなるネジ鉄
筋を貫通させ、前記窓穴におけるネジ鉄筋の突出端に締
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。
1. A rear end of an elongated plate is formed as a forked portion in which two plates are parallel with a gap therebetween, and a bolt through hole is provided in the thickness direction of the plate, and a central portion of the elongated plate is provided. In order to form a window hole in the thickness direction, a metal joint provided with a cylindrical screw reinforcing bar through which the end of the elongated plate body communicates with the window hole is used, and a rear end side of the metal joint is used. A gusset plate on the building body side is inserted into the gap, and the rear end side of this joint metal is bolted to the gusset plate on the building body side via the bolt through hole, and a brace is formed from the tip side to the insertion portion of the reinforcing bar. A brace end joining structure, wherein a screw nut is penetrated, and a fastening nut is screwed into a protruding end of the screw reinforcing bar in the window hole.
【請求項2】 一枚ものからなる細長板体の後端を2枚
の板体が隙間を存して並行する二股としてここに該板体
の厚さ方向のボルト貫通孔を設け、該細長板体の中央部
には厚さ方向の窓穴を形成し、該細長板体の先端と該窓
穴を連通させる円筒状のネジ鉄筋の挿通部を設けたこと
を特徴とするブレース端部接合金物。
2. A rear end of an elongated plate made of one piece is formed as a forked portion in which two sheets are parallel to each other with a gap therebetween, and a bolt through hole in a thickness direction of the plate is provided here, Brace end joints characterized by forming a window in the thickness direction at the center of the plate, and providing an insertion portion of a cylindrical screw rebar for communicating the tip of the elongated plate with the window. hardware.
【請求項3】 細長板体は2枚の板体を重ねてなるもの
で、細長板体の後端側は該2枚の板体が隙間を存して並
行する二股として各板体に厚さ方向のボルト貫通孔を設
け、該細長板体の中央部では各板体に厚さ方向の窓穴を
形成してこれを重ねて一つの窓穴とし、該細長板体の先
端側では、各板体に形成した半円筒の曲成部を合わせる
ことで前記窓穴と先端とを連通させる円筒状のネジ鉄筋
の挿通部を構成することを特徴とするブレース端部接合
金物。
3. The elongated plate body is formed by stacking two plate bodies, and the rear end side of the elongated plate body has a thickness in each plate body as a forked portion in which the two plate bodies are parallel with a gap. In the central part of the elongated plate, a thickness direction window hole is formed in each plate body, and these are overlapped to form one window hole, and at the tip side of the elongated plate body, A brace-end joint metal fitting, wherein a bent portion of a semi-cylindrical member formed on each plate is combined to form a cylindrical threaded bar insertion portion for communicating the window hole and the tip.
JP3268445A 1991-09-18 1991-09-18 Brace end joint structure and joint hardware Expired - Lifetime JP2780066B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3268445A JP2780066B2 (en) 1991-09-18 1991-09-18 Brace end joint structure and joint hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3268445A JP2780066B2 (en) 1991-09-18 1991-09-18 Brace end joint structure and joint hardware

Publications (2)

Publication Number Publication Date
JPH0579094A JPH0579094A (en) 1993-03-30
JP2780066B2 true JP2780066B2 (en) 1998-07-23

Family

ID=17458609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3268445A Expired - Lifetime JP2780066B2 (en) 1991-09-18 1991-09-18 Brace end joint structure and joint hardware

Country Status (1)

Country Link
JP (1) JP2780066B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2013425B1 (en) * 2006-04-27 2014-06-04 Jeffrey Alan Packer Structural connectors
KR101711567B1 (en) * 2016-06-13 2017-03-02 씨엔에스이엔지주식회사 Structure strengthened with high-strength steel bracing
JP6558716B2 (en) * 2017-03-09 2019-08-14 株式会社B&B技術事務所 Brace mounting structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2505499Y2 (en) * 1991-03-15 1996-07-31 鹿島建設株式会社 Brace end joint structure

Also Published As

Publication number Publication date
JPH0579094A (en) 1993-03-30

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