JPH04132102U - Brace end joint structure and joint hardware - Google Patents

Brace end joint structure and joint hardware

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Publication number
JPH04132102U
JPH04132102U JP2293791U JP2293791U JPH04132102U JP H04132102 U JPH04132102 U JP H04132102U JP 2293791 U JP2293791 U JP 2293791U JP 2293791 U JP2293791 U JP 2293791U JP H04132102 U JPH04132102 U JP H04132102U
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Japan
Prior art keywords
bolt
cylindrical body
brace
reinforcing bar
threaded reinforcing
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JP2293791U
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Japanese (ja)
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JP2505499Y2 (en
Inventor
島 彦 次 郎 木
村 健 北
田 光 政 原
附 将 宏 石
藤 章 佐
田 智 實 増
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鹿島建設株式会社
株式会社アルテス
東京鉄鋼株式会社
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Priority to JP1991022937U priority Critical patent/JP2505499Y2/en
Publication of JPH04132102U publication Critical patent/JPH04132102U/en
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Abstract

(57)【要約】 【目的】 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。 【構成】 前半部11aに厚さ方向のボルト貫通孔12を適
宜数間隔を存して形成し、後半部11b上にネジ鉄筋19の
挿通部14となる筒体13を設けた細長板体11であり、該前
半部11aと後半部11bの境を曲成して前半部11aの延長
線上に筒体13内が位置するように後半部11bを前半部11
aに対して段違いとした接合金物を使用し、前記ボルト
貫通孔12を介してこの接合金物を建物躯体側のガセット
プレート5にボルト止めし、反対側から筒体13にブレー
スとなるネジ鉄筋19を貫通させ、その両側に締付け用の
ナット21を螺合する。
(57) [Summary] [Purpose] Eliminates the need for members such as couplers and turnbuckles that connect threaded members together, reduces the number of parts, allows for easy and quick assembly work, and allows braces to be connected in the middle. Since there are no cracks, it is highly reliable in terms of strength. [Structure] An elongated plate body 11 in which bolt through holes 12 in the thickness direction are formed at appropriate intervals in the front half part 11a, and a cylindrical body 13 that becomes the insertion part 14 for the threaded reinforcing bar 19 is provided on the rear half part 11b. The boundary between the front half 11a and the rear half 11b is curved so that the inside of the cylinder 13 is located on the extension of the front half 11a.
Using a metal fitting with a different level for a, bolt this metal fitting to the gusset plate 5 on the building frame side through the bolt through hole 12, and screw reinforcing bar 19 that will serve as a brace to the cylindrical body 13 from the opposite side. , and tightening nuts 21 are screwed onto both sides thereof.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、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。 This invention can be used, for example, in openings surrounded by columns and beams of steel structure buildings, and in roof surfaces. Regarding the end joint structure of braces installed between beams and the joint hardware used therein. It is.

【0002】0002

【従来の技術】[Conventional technology]

このようなブレースとして、図9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。 As such a brace, a screw reinforcing bar 1 as shown in Fig. 9 may be used. In order to connect the ends, a male thread is also connected from the gusset plate 5 side at the corner of the opening 4. 6, and connect the 1 end of the screw reinforcing bar and the male screw 6 with a coupler 7 or a turnbuckle. Tightly connected. In the figure, 2 indicates a steel beam, and 3 indicates 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。0003 By the way, this male screw 6 has a flat plate part 9 in which a bolt insertion hole 8 is bored at the other end. It is molded as part of a joint metal fitting (called a paddle bolt due to its shape). The flat plate part 9 of the alloy material is overlapped with the gusset plate 5, and the height is inserted through the bolt insertion hole 8. Fasten with bolts, etc.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

この図9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 of the brace end shown in FIG. 9, the coupler 7 and the turnbuckle The work of tightening and connecting the threaded reinforcing bar 1 end and the male screw 6 is done by adjusting the tightening force on both sides. It is troublesome to adjust, and the part where this coupler 7 and turnbuckle are This will result in an intermediate connection in the brace.

【0005】 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。[0005] The purpose of this invention is to eliminate the disadvantages of the conventional example, and to There is no need for members to connect the screw members together, the number of parts is small, and the assembly work is simple. It is simple and quick, and there is no need to connect the brace midway, so it is also strong. An object of the present invention is to provide a highly reliable brace end joint structure and joint hardware.

【0006】[0006]

【課題を解決するための手段】[Means to solve the problem]

本考案は前記目的を達成するため、細長板体の前半部に厚さ方向のボルト貫通 孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋の挿通部となる筒体を設け た該細長板体であり、該前半部と後半部の境を曲成して前半部の延長線上に筒体 内が位置するように後半部を前半部に対して段違いとした接合金物、もしくは、 細長板体の前半部に厚さ方向のボルト貫通孔を適宜数間隔を存して形成し、後半 部上にネジ鉄筋の挿通部となる筒体を設けた該細長板体であり、後半部に後端に 開口する長さ方向の切欠きを形成し、この切欠き内 前記筒体を嵌着して前半部 の延長線上に筒体内が位置するようにした接合金物を使用し、前記ボルト貫通孔 を介してこの接合金物を建物躯体側のガセットプレートにボルト止めし、反対側 から筒体にブレースとなるネジ鉄筋を貫通させ、その両側に締付け用のナットを 螺合すること、さらに、細長板体の前半部に厚さ方向のボルト貫通孔を適宜数間 隔を存して形成し、後半部上にネジ鉄筋の挿通部となる筒体を設けた該細長板体 であり、前記ボルト貫通孔を介してこの接合金物を間にスプライスプレートを挟 みながら建物躯体側のガセットプレートにボルト止めし、反対側から筒体にブレ ースとなるネジ鉄筋を貫通させ、その両側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。 In order to achieve the above-mentioned purpose, this invention has a bolt penetrating the front half of the elongated plate in the thickness direction. Holes are formed at appropriate intervals, and a cylindrical body is provided on the rear half for insertion of the threaded reinforcing bar. The boundary between the first half and the second half is curved, and a cylindrical body is formed on the extension line of the first half. A joint metal fitting with the rear half different from the front half so that the inside is located, or Bolt through holes are formed in the thickness direction at appropriate intervals in the first half of the elongated plate, and in the second half. It is a long and slender plate body with a cylindrical body on the upper part of which the threaded reinforcing bar is inserted, and a cylindrical body with a cylinder on the rear end. A notch is formed in the longitudinal direction to open, and the cylindrical body is fitted into the notch to form the front half. The bolt through hole is Bolt this joint to the gusset plate on the building frame side through the A screw reinforcing bar serving as a brace is passed through the cylindrical body, and tightening nuts are attached on both sides. In addition, make an appropriate number of bolt through holes in the thickness direction in the front half of the elongated plate. The elongated plate body is formed with a gap and has a cylindrical body on the rear half that serves as the insertion part for the threaded reinforcing bar. The splice plate is inserted between the metal fittings through the bolt through holes. Attach the bolts to the gusset plate on the building frame side while checking, and then insert the bolts into the cylinder from the other side. pass through the screw reinforcing bar that serves as the base, and screw tightening nuts on both sides of the reinforcing bar. This is a summary.

【0007】[0007]

【作用】[Effect]

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筒体によりネジ鉄筋の挿通部が 形成されることになる。 According to the present invention, the elongated plate as the joining hardware is connected to the gusset plate on the building frame side. By bolting it to the gusset plate side, the threaded reinforcing bar is inserted into the cylindrical body. will be formed.

【0008】 従って、この筒体にブレースとなるネジ鉄筋を貫通させ、その両側に締付け用 のナットを螺合すれば該ナットによりネジ鉄筋は筒体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。[0008] Therefore, a threaded reinforcing bar serving as a brace is passed through this cylindrical body, and tightening If the nut is screwed together, the threaded reinforcing bar will not come out of the cylinder. The tightening force is applied by this nut, and the threaded reinforcing bar is clamped through the metal fittings. It becomes one with the set plate.

【0009】 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、接合金物は前半部の延長線上に後半 部の筒体内が位置するので、ネジ鉄筋の芯と接合金物の前半部の芯とがほぼ合致 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を防止できる。[0009] In this way, the stress from the gusset plate is transmitted smoothly through the metal fittings. The threaded reinforcing bar serves as a brace. The core of the threaded reinforcing bar and the core of the front half of the joint hardware almost match because it is located inside the cylinder of the part. do. As a result, even if a tensile force is applied to the joining hardware, the gusset plate will not be forced. No force is applied and this gusset plate can be prevented from bending.

【0010】0010

【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。図1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、図2は同上正面図、図3は同上側 面図で、図中11は細長板体である。該細長板体11は、半分よりも片側の前半部11 aに厚さ方向にボルト貫通孔12を複数個(図示では3個)適宜間隔に並べて形成 した。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. Figure 1 shows the brake of this invention. 2 is a front view of the same as above, and FIG. 3 is a top view of the same as above. In the top view, numeral 11 is a long and narrow plate. The elongated plate body 11 has a front half 11 on one side of the half. A plurality of bolt through holes 12 (three in the illustration) are formed at appropriate intervals in the thickness direction. did.

【0011】 また、該細長板体11の前記ボルト貫通孔12がない他の片側すなわち後半部11b で板体面上にこの細長板体11の長さ方向に向けて筒体13を横向きにして溶接し、 この筒体13により後述のネジ鉄筋19のトンネル状の挿通部14を形成した。 さらに、この細長板体11は前半部11aと後半部11bの境を曲成して前半部11a の延長線上に筒体13内が位置するように後半部11bを前半部11aに対して段違い とする。[0011] Further, the other side of the elongated plate body 11 where the bolt through hole 12 is not provided, that is, the rear half portion 11b Weld the cylindrical body 13 horizontally on the plate surface in the longitudinal direction of this elongated plate 11, This cylindrical body 13 formed a tunnel-shaped insertion portion 14 for a threaded reinforcing bar 19, which will be described later. Furthermore, this elongated plate body 11 curves the boundary between the front half 11a and the rear half 11b to form the front half 11a. The rear part 11b is at a different level from the front part 11a so that the inside of the cylinder 13 is located on the extension line of shall be.

【0012】 次に、前記接合金物10を用いる本考案のブレース端部接合構造を説明する。図 7にも示すように、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上に接合金物10の細長板体 11を重ね、高力ボルト16、ナット17で座金18を介在させて固定する。このように すると、細長板体11の挿通部14がある後半部11b側はガセットプレート5から突 出する。0012 Next, the brace end joining structure of the present invention using the joining hardware 10 will be explained. figure As shown in 7, there is a gusset at the corner of the opening 4 surrounded by the steel beam 2 and the steel column 3. A plate 5 is provided, and a slender plate of a joining hardware 10 is placed on the gusset plate 5. 11, and fix them with high-strength bolts 16 and nuts 17 with washers 18 interposed. in this way Then, the rear half 11b side of the elongated plate body 11 where the insertion portion 14 is located protrudes from the gusset plate 5. put out

【0013】 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に貫 通させ、その両側にワッシャー20を介在させて締付け用のナット21を螺合した。 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。[0013] 19 in the figure is a threaded reinforcing bar as a brace, and this threaded reinforcing bar 19 is passed through the insertion part 14. A tightening nut 21 was screwed together with washers 20 interposed on both sides. In this way, the nut 21 applies a tightening force to the threaded reinforcing bar 19, and the gusset plate The stress from the rate 5 is smoothly transmitted through the metal fitting 10 as a brace. Flows to the reinforcement bar 19.

【0014】 また、細長板体11は前半部11aの延長線上に後半部11bの筒体13内が位置する ので、ネジ鉄筋19の芯と前半部11a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。[0014] Furthermore, the inside of the cylinder 13 of the rear half 11b of the elongated plate body 11 is located on the extension line of the front half 11a. Therefore, the core of the screw reinforcing bar 19 and the core of the front half 11a almost match. As a result, the elongated plate Even if a tensile force is applied to gusset plate 11, no unreasonable force is applied to gusset plate 5, and this gas It is possible to prevent the set plate 5 from being bent.

【0015】 図4、図5、図6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となる細長板体11は、半分よりも片側の前半部11aに厚さ方向にボ ルト貫通孔12を複数個(図示では2個)適宜間隔に並べて形成し、また、該細長 板体11の前記ボルト貫通孔12がない他の片側すなわち後半部11bで板体面上にこ の細長板体11の長さ方向に向けて筒体13を横向きにして溶接してこの筒体13によ り後述のネジ鉄筋19のトンネル状の挿通部14を形成する点は前記第1実施例と同 じである。[0015] 4, 5, and 6 show a second embodiment of the brace end joint metal fitting of the present invention. , the elongated plate body 11 which becomes the joining hardware 10 has a bolt in the thickness direction on the front half part 11a on one side of the half. A plurality of (two in the figure) through-holes 12 are arranged at appropriate intervals, and the narrow On the other side of the plate 11 where the bolt through hole 12 is not present, that is, the rear half 11b, on the plate surface. The cylindrical body 13 is welded sideways in the longitudinal direction of the elongated plate 11. The point of forming a tunnel-shaped insertion portion 14 for a threaded reinforcing bar 19, which will be described later, is the same as in the first embodiment. It is the same.

【0016】 本実施例では、この筒体13を設けるに際し、細長板体11の後半部11bに後端に 開口する長さ方向の切欠き22を形成した。この切欠き22の開口部付近の幅は筒体 13の外径と同じであり、奥行きは筒体13の長さ分を越えると多少広がる拡径部22 aが形成される。そしてこの切欠き22内の開口部付近に前記筒体13をその側部を 溶接するようにして嵌着固定する。このようにすれば、細長板体11の前半部11a の延長線上に筒体13内が位置するようになる。[0016] In this embodiment, when providing this cylindrical body 13, the rear end is attached to the rear part 11b of the elongated plate body 11. An open longitudinal notch 22 was formed. The width near the opening of this notch 22 is the width of the cylinder. 13, and the depth is the enlarged diameter part 22 that expands slightly beyond the length of the cylinder 13. a is formed. Then, place the cylindrical body 13 near the opening in this notch 22 with its side part Fit and fix by welding. In this way, the front half 11a of the elongated plate body 11 The inside of the cylindrical body 13 comes to be located on the extension line of.

【0017】 この第2実施例における接合金物10を用いる本考案のブレース端部接合構造は 、前記第1実施例で図7について説明した場合とほぼ同様である。図示は省略す るが、ガセットプレート5上に接合金物10の細長板体11を重ね、高力ボルト16、 ナット17で座金18を介在させて固定し、ブレースとしてのネジ鉄筋19を管体13の 挿通部14に貫通させ、その両側にワッシャー20を介在させて締付け用のナット21 を螺合する。[0017] The brace end joint structure of the present invention using the joint hardware 10 in this second embodiment is , is almost the same as the case described with reference to FIG. 7 in the first embodiment. Illustrations are omitted. However, the elongated plate body 11 of the joining hardware 10 is stacked on the gusset plate 5, and the high-strength bolts 16, Fix the nut 17 with the washer 18 interposed, and attach the screw reinforcing bar 19 as a brace to the pipe body 13. A tightening nut 21 is inserted through the insertion portion 14, with washers 20 interposed on both sides. Screw together.

【0018】 ネジ鉄筋19の前端は、切欠き22の拡径部22aに位置するので、この拡径部22a 内でナット21を螺合することができる。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。[0018] The front end of the screw reinforcing bar 19 is located in the enlarged diameter part 22a of the notch 22, so A nut 21 can be screwed inside. In this way, the nut 21 is attached to the threaded reinforcing bar 19 The stress is transmitted from the gusset plate 5 to the joint metal fitting 10. Flow smoothly through the screw reinforcing bar 19 as a brace.

【0019】 その際、細長板体11は前半部11aの延長線上に後半部11bの筒体13内が位置す るので、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。[0019] At that time, the elongated plate body 11 is arranged such that the inside of the cylinder body 13 of the rear half part 11b is located on the extension line of the front half part 11a. Therefore, even if a tensile force is applied to the elongated plate 11, no unreasonable force is applied to the gusset plate 5. This can prevent the gusset plate 5 from being bent.

【0020】 図8は本考案の第3実施例を示すもので、接合金物10となる細長板体11は、半 分よりも片側の前半部11aに厚さ方向にボルト貫通孔12を複数個(図示では2個 )適宜間隔に並べて形成し、また、該細長板体11の前記ボルト貫通孔12がない他 の片側すなわち後半部11bで板体面上にこの細長板体11の長さ方向に向けて筒体 13を横向きにして溶接してこの筒体13により後述のネジ鉄筋19のトンネル状の挿 通部14を形成する点は前記第1実施例および第2実施例と同じである。[0020] FIG. 8 shows a third embodiment of the present invention, in which the elongated plate body 11 serving as the joining hardware 10 is half-shaped. There are multiple bolt through holes 12 (two in the illustration) in the thickness direction in the front half 11a on one side. ) are arranged at appropriate intervals, and there is no bolt through hole 12 in the elongated plate body 11. At one side, that is, the rear half 11b, a cylinder is placed on the plate surface in the length direction of this elongated plate 11. 13 is welded horizontally, and this cylindrical body 13 is used for tunnel-shaped insertion of threaded reinforcing bars 19, which will be described later. The formation of the passage portion 14 is the same as in the first and second embodiments.

【0021】 本実施例では、ガセットプレート5上に接合金物10の細長板体11を重ねる際に 、間にスプライスプレート(フイラープレート)23を挟み込み、高力ボルト16、 ナット17で座金18を介在させて固定する。このようにしてから、ブレースとして のネジ鉄筋19を管体13の挿通部14に貫通させ、その両側にワッシャー20を介在さ せて締付け用のナット21を螺合した。[0021] In this embodiment, when stacking the elongated plate body 11 of the joining hardware 10 on the gusset plate 5, , with a splice plate (filler plate) 23 in between, high-strength bolt 16, It is fixed with a nut 17 with a washer 18 interposed. Do it like this and then as a brace The threaded reinforcing bar 19 is passed through the insertion part 14 of the tube body 13, and washers 20 are interposed on both sides. Then, the tightening nut 21 was screwed together.

【0022】 このようにしても、細長板体11は前半部11aの延長線上に後半部11bの筒体13 内が位置するので、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。[0022] Even in this case, the elongated plate body 11 is placed on the extension line of the front half part 11a to form the cylindrical body 13 of the rear half part 11b. Since the inside is located at the gusset plate 5, even if a tensile force is applied to the elongated plate 11, This prevents the gusset plate 5 from being bent without applying excessive force. Ru.

【0023】[0023]

【考案の効果】 以上述べたように本考案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。[Effect of the idea] As mentioned above, the brace end joint structure and joint hardware of the present invention are suitable for couplers. There is no need for members such as turnbuckles or turnbuckles to connect screw members, and the number of parts is reduced. The assembly work can be done easily and quickly. In addition, the brace is a screw reinforcing bar. It is highly reliable in terms of strength as there are no intermediate connections. It's a good thing.

【0024】 さらに、接合金物はネジ鉄筋の芯と接合金物の前半部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。[0024] Furthermore, the core of the threaded reinforcing bar and the core of the front half of the joint hardware almost match. This prevents excessive force from being applied to the gusset plate even if tensile force is applied to the metal fittings. , this gusset plate can be prevented from being bent.

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

【図1】本考案のブレース端部接合金物の第1実施例を
示す平面図である。
FIG. 1 is a plan view showing a first embodiment of the brace end joint metal fitting of the present invention.

【図2】本考案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. 2 is a front view showing a first embodiment of the brace end joint metal fitting of the present invention.

【図3】図1のA−A線断面図である。FIG. 3 is a sectional view taken along line AA in FIG. 1;

【図4】本考案のブレース端部接合金物の第2実施例を
示す平面図である。
FIG. 4 is a plan view showing a second embodiment of the brace end joint metal fitting of the present invention;

【図5】本考案のブレース端部接合金物の第2実施例を
示す正面図である。
FIG. 5 is a front view showing a second embodiment of the brace end joint metal fitting of the present invention.

【図6】図4のB−B線断面図である。6 is a sectional view taken along line BB in FIG. 4. FIG.

【図7】第1実施例の接合金物を用いた本考案のブレー
ス端部接合構造の正面図である。
FIG. 7 is a front view of the brace end joining structure of the present invention using the joining hardware of the first embodiment.

【図8】第3実施例を示す正面図である。FIG. 8 is a front view showing a third embodiment.

【図9】従来例を示す正面図である。FIG. 9 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…前半部 11b…後半部 12…ボルト貫通孔 13…筒体 14…挿通部 16…ボルト 17…ナット 18…座金 19…ネジ鉄筋 20…ワッシャー 21…ナット 22…切欠き 22a…拡径部 23…スプライスプレー
1... Threaded reinforcing bar 2... Steel beam 3... Steel column 4... Opening 5... Gusset plate 6... Male thread 7... Coupler 8... Bolt insertion hole 9... Flat plate part 10... Joining hardware 11... Elongated plate body 11a... First half part 11b …Rear half 12…Bolt through hole 13…Cylinder body 14…Insert portion 16…Bolt 17…Nut 18…Washer 19…Screw reinforcing bar 20…Washer 21…Nut 22…Notch 22a…Enlarged diameter portion 23…Splice plate

───────────────────────────────────────────────────── フロントページの続き (72)考案者 北 村 健 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)考案者 原 田 光 政 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)考案者 石 附 将 宏 栃木県小山市駅南町5−3−15 (72)考案者 佐 藤 章 埼玉県岩槻市徳力524−10 (72)考案者 増 田 智 實 栃木県小山市大字横倉481−38 ──────────────────────────────────────────────── ─── Continuation of front page (72) Creator Ken Kitamura Kashimaken, 1-2-7 Motoakasaka, Minato-ku, Tokyo Inside the company (72) Creator Mitsumasa Harada Kashimaken, 1-2-7 Motoakasaka, Minato-ku, Tokyo Inside the company (72) Creator Masahiro Ishitsuki 5-3-15 Ekiminamicho, Oyama City, Tochigi Prefecture (72) Creator Akira Sato 524-10 Tokuriki, Iwatsuki City, Saitama Prefecture (72) Creator Satomi Masuda 481-38 Yokokura, Oyama City, Tochigi Prefecture

Claims (5)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 細長板体の前半部に厚さ方向のボルト貫
通孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋
の挿通部となる筒体を設けた該細長板体であり、該前半
部と後半部の境を曲成して前半部の延長線上に筒体内が
位置するように後半部を前半部に対して段違いとした接
合金物を使用し、前記ボルト貫通孔を介してこの接合金
物を建物躯体側のガセットプレートにボルト止めし、反
対側から筒体にブレースとなるネジ鉄筋を貫通させ、そ
の両側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。
[Claim 1] A long thin plate body, in which bolt through holes are formed in the thickness direction at appropriate intervals in the front half of the long thin plate body, and a cylindrical body serving as a passage for threaded reinforcing bars is provided on the rear half part. The boundary between the first half and the second half is curved, and the second half is different from the first half so that the inside of the cylinder is located on the extension line of the first half. This brace is characterized by bolting this joining hardware to a gusset plate on the building frame side through the bolt, passing a threaded reinforcing bar serving as a brace through the cylindrical body from the opposite side, and screwing nuts for tightening on both sides of the threaded reinforcing bar. End joint structure.
【請求項2】 細長板体の前半部に厚さ方向のボルト貫
通孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋
の挿通部となる筒体を設けた該細長板体であり、後半部
に後端に開口する長さ方向の切欠きを形成し、この切欠
き内に前記筒体を嵌着して前半部の延長線上に筒体内が
位置するようにした接合金物を使用し、前記ボルト貫通
孔を介してこの接合金物を建物躯体側のガセットプレー
トにボルト止めし、反対側から筒体にブレースとなるネ
ジ鉄筋を貫通させ、その両側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。
[Claim 2] Bolt through-holes in the thickness direction are formed at appropriate intervals in the front half of the long and thin plate, and a cylindrical body serving as a threaded reinforcing bar is provided on the second half. A joint metal fitting in which a longitudinal notch opening at the rear end is formed in the rear half, and the cylindrical body is fitted into the notch so that the inside of the cylindrical body is located on an extension line of the front half. Bolt this joining hardware to the gusset plate on the building frame side through the bolt through hole, pass the threaded reinforcing bar that will serve as a brace into the cylinder from the other side, and screw tightening nuts on both sides. A brace end joint structure characterized by a joint.
【請求項3】 細長板体の前半部に厚さ方向のボルト貫
通孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋
の挿通部となる筒体を設けた該細長板体であり、前記ボ
ルト貫通孔を介してこの接合金物を間にスプライスプレ
ートを挟みながら建物躯体側のガセットプレートにボル
ト止めし、反対側から筒体にブレースとなるネジ鉄筋を
貫通させ、その両側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. Bolt through holes in the thickness direction are formed at appropriate intervals in the front half of the long and thin plate, and a cylindrical body that serves as a passage for threaded reinforcing bars is provided on the second half. This joint hardware is bolted to the gusset plate on the building frame side through the bolt through hole with a splice plate in between, and a threaded reinforcing bar serving as a brace is passed through the cylindrical body from the opposite side. A brace end joint structure characterized by screwing together a tightening nut.
【請求項4】 細長板体の前半部に厚さ方向のボルト貫
通孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋
の挿通部となる筒体を設けた該細長板体であり、該前半
部と後半部の境を曲成して前半部の延長線上に筒体内が
位置するように後半部を前半部に対して段違いとしたこ
とを特徴とするブレース端部接合金物。
4. An elongated plate body, in which bolt through holes in the thickness direction are formed at appropriate intervals in the front half of the elongated plate body, and a cylindrical body serving as a passage for threaded reinforcing bars is provided on the rear half part. A brace end joining hardware characterized in that the boundary between the first half and the second half is curved so that the second half is at a different level from the first half so that the inside of the cylinder is located on an extension line of the first half. .
【請求項5】 細長板体の前半部に厚さ方向のボルト貫
通孔を適宜数間隔を存して形成し、後半部上にネジ鉄筋
の挿通部となる筒体を設けた該細長板体であり、後半部
に後端に開口する長さ方向の切欠きを形成し、この切欠
き内に前記筒体を嵌着して前半部の延長線上に筒体内が
位置するようにしたことを特徴とするブレース端部接合
金物。
5. An elongated plate body, in which bolt through holes in the thickness direction are formed at appropriate intervals in the front half of the elongated plate body, and a cylindrical body serving as a passage for threaded reinforcing bars is provided on the rear half part. , a longitudinal notch opening at the rear end is formed in the rear half, and the cylinder is fitted into this notch so that the inside of the cylinder is located on the extension line of the front half. Characteristic brace end joint hardware.
JP1991022937U 1991-03-15 1991-03-15 Brace end joint structure Expired - Fee Related JP2505499Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991022937U JP2505499Y2 (en) 1991-03-15 1991-03-15 Brace end joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991022937U JP2505499Y2 (en) 1991-03-15 1991-03-15 Brace end joint structure

Publications (2)

Publication Number Publication Date
JPH04132102U true JPH04132102U (en) 1992-12-07
JP2505499Y2 JP2505499Y2 (en) 1996-07-31

Family

ID=31908328

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991022937U Expired - Fee Related JP2505499Y2 (en) 1991-03-15 1991-03-15 Brace end joint structure

Country Status (1)

Country Link
JP (1) JP2505499Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0579094A (en) * 1991-09-18 1993-03-30 Kajima Corp Brace end joining structure and joining fitting
JP2007277995A (en) * 2006-04-10 2007-10-25 Watanabe Tekkosho:Kk Earthquake-resistant brace
JP2010150899A (en) * 2008-11-27 2010-07-08 Nippon Eisei Center:Kk Bracing member

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5122487U (en) * 1974-08-08 1976-02-19
JPS574170U (en) * 1980-06-09 1982-01-09
JPS62225638A (en) * 1986-03-25 1987-10-03 庄司 久一 Truss member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5122487U (en) * 1974-08-08 1976-02-19
JPS574170U (en) * 1980-06-09 1982-01-09
JPS62225638A (en) * 1986-03-25 1987-10-03 庄司 久一 Truss member

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0579094A (en) * 1991-09-18 1993-03-30 Kajima Corp Brace end joining structure and joining fitting
JP2007277995A (en) * 2006-04-10 2007-10-25 Watanabe Tekkosho:Kk Earthquake-resistant brace
JP4624954B2 (en) * 2006-04-10 2011-02-02 有限会社渡辺鉄工所 Seismic brace
JP2010150899A (en) * 2008-11-27 2010-07-08 Nippon Eisei Center:Kk Bracing member

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