JP2748100B2 - Space truss fittings - Google Patents

Space truss fittings

Info

Publication number
JP2748100B2
JP2748100B2 JP6234214A JP23421494A JP2748100B2 JP 2748100 B2 JP2748100 B2 JP 2748100B2 JP 6234214 A JP6234214 A JP 6234214A JP 23421494 A JP23421494 A JP 23421494A JP 2748100 B2 JP2748100 B2 JP 2748100B2
Authority
JP
Japan
Prior art keywords
bolt
hole
end cap
socket
joint
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 - Fee Related
Application number
JP6234214A
Other languages
Japanese (ja)
Other versions
JPH0874330A (en
Inventor
孝之 里見
一浩 八木
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.)
Kawasaki Motors Ltd
Original Assignee
Kawasaki Jukogyo KK
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 Kawasaki Jukogyo KK filed Critical Kawasaki Jukogyo KK
Priority to JP6234214A priority Critical patent/JP2748100B2/en
Publication of JPH0874330A publication Critical patent/JPH0874330A/en
Application granted granted Critical
Publication of JP2748100B2 publication Critical patent/JP2748100B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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、立体トラスの継手の
改善に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint for a space truss.

【0002】[0002]

【従来技術とその課題】 従来この種立体トラスの継手
としては、鋼管端部に設けたエンドキャップの中央部
に、鋼管の中心軸線にそい、かつ、少くとも接合ノード
に形成せる螺孔に螺合する長さをもつ雄ねじ部とソケッ
トが被嵌される外面を多角形構造とした軸部とからなる
ボルトを挿嵌するとともに、ボルトに設けた直角の貫通
孔に前記ソケットの外径より長い仮ピンを着脱可能に挿
入支持し、該仮ピンをソケットに設けたスリットにそっ
て移動させ前記ボルトと接合ノードの螺孔との初期ねじ
込みがなされるようにした立体トラスの継手や、ボルト
頭部をばねなどの弾性体で押圧し、ボルト先端を接合ノ
ードの螺孔方向に付勢するようにした立体トラスの継手
が提案されている。また、従来の継手の戻り止めとして
は、エンドキャップ部にセットスクリューなどを設け、
ボルトのねじ込み作業完了後、セットスクリューをねじ
込みこれの先端をボルトに押し付けることでボルトの回
転をとめ戻り止めとしている。(例えば、実開昭59−
194410号公報、実公平1−20401号公報,実
公平4−15841号公報,特開昭57−107411
号公報,特開平1−102147号公報参照)前述した
従来技術の各例は、ボルトの接合ノード方向への押し出
しにより、初期螺合と位置合わせは可能であるが、ボル
トの最終締付けの確認ができないことから、常に不安感
が残るという課題があり、また、ボルト頭部をばねなど
の弾性体で押圧する手段においては、フランジなどのば
ね受け部材をエンドキャップに付設しなければならない
という構造上の煩雑さが伴い、コスト高となる不都合が
ある。
2. Description of the Related Art Conventionally, as a joint of this type of space truss, a screw hole formed in a central portion of an end cap provided at an end portion of a steel pipe along a central axis of the steel pipe and at least formed in a joint node is provided. A bolt consisting of a male screw part having a matching length and a shaft part having a polygonal structure on the outer surface on which the socket is fitted is inserted and is longer than the outer diameter of the socket in a right-angled through hole provided in the bolt. A joint of a space truss having a temporary pin removably inserted and supported, and moving the temporary pin along a slit provided in the socket so that an initial screwing of the bolt and the screw hole of the joint node is performed, or a bolt head There has been proposed a joint of a space truss in which a portion is pressed by an elastic body such as a spring and the tip of a bolt is urged in a screw hole direction of a joint node. Also, as a detent of the conventional joint, a set screw etc. is provided in the end cap part,
After the screwing operation of the bolt is completed, the set screw is screwed in and the tip of the screw is pressed against the bolt, thereby stopping the rotation of the bolt and stopping the bolt. (For example, Japanese Utility Model 59-
194410, Japanese Utility Model Publication No. 1-20401, Japanese Utility Model Application Publication No. 4-15841, Japanese Patent Laid-Open No. 57-107411.
In each of the above-described prior arts, the initial screwing and positioning can be performed by pushing the bolt in the direction of the joint node, but the final tightening of the bolt is confirmed. There is a problem that uneasiness is always left because it cannot be performed. In addition, in the means for pressing the bolt head with an elastic body such as a spring, a spring receiving member such as a flange must be attached to the end cap. And the cost is high.

【0003】また、従来他の立体トラスの継手として
は、鋼管端部に設けたエンドキャップの中央部に、鋼管
の中心軸線にそい、かつ、接合ノードに形成せる螺孔に
螺合するボルトを挿嵌するとともに、このボルトの所定
位置に戻り止め二重ナット構造のロックナットを螺着せ
しめ、該ロックナットの外側に、これの多角形外面に係
合して回転を伝達しボルトを接合ノードの螺孔に螺合す
る外面を多角形構造としたソケットを被嵌したものがあ
る。(例えば、特開昭62−55346号公報参照)上
述した二重ナット構造のロックナットを用いる立体トラ
スの継手にあっては、一方のロックナットの回転力を利
用するため、ボルトを締め付ける結合は可能であるが、
緩めることができない。このことは展示会場などにおい
て、接合ノードに対する結合,解体作業の実演による技
術開示ができないという不都合に加え、ボルト締付けの
再確認が不可能であることから常に不安感が残るという
課題がある。
As another conventional joint of a space truss, a bolt is provided at the center of an end cap provided at an end of a steel pipe, the bolt being aligned with the central axis of the steel pipe and screwed into a screw hole formed at a joint node. At the same time, a lock nut having a double-nut structure is screwed into place at the predetermined position of the bolt, and the outside of the lock nut is engaged with the polygonal outer surface of the lock nut to transmit rotation and connect the bolt to the joining node. And a socket having an outer surface to be screwed into the screw hole having a polygonal structure. (See, for example, Japanese Patent Application Laid-Open No. 62-55346.) In the joint of the space truss using the lock nut having the double nut structure described above, since the rotational force of one lock nut is used, the connection for tightening the bolt is not sufficient. It is possible,
Can't loosen. This has the disadvantage that the technology cannot be disclosed by demonstration of the joining and disassembly work on the joining node at the exhibition hall and the like, and further, there is a problem that anxiety always remains because the bolt tightening cannot be reconfirmed.

【0004】本発明の目的は、簡単な構造でボルトの最
終的締付けの再確認が可能で、不安感が伴わず、戻り止
め作業がピンを打ち込むだけで迅速に行える立体トラス
の継手を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a joint of a space truss which can reconfirm final tightening of a bolt with a simple structure, does not cause anxiety, and can quickly perform a detent operation simply by driving a pin. It is in.

【0005】[0005]

【課題を解決するための手段】 上記目的は、鋼管端部
に設けたエンドキャップの中央部に、鋼管の中心軸線に
そい、かつ、少くとも接合ノードに形成せる螺孔に螺合
する長さをもつ雄ねじ部とソケットが被嵌される外面を
多角形構造とした回動伝達手段とからなるボルトを挿嵌
した立体トラスの継手において、前記ボルトの頭部内側
面から前記エンドキャップの肉厚相当分離れたボルトの
軸部に、ボルトの最終締付け確認用の貫通孔(6)を設
けるとともに、前記ソケットのエンドキャップ側に前記
貫通孔(6)目視用の透孔を設け、一方、前記エンドキ
ャップの外側面に前記貫通孔(6)の略半周に適合する
半円形状の凹溝を形成せしめ、接合ノードに対する接合
姿勢でボルドの貫通孔(6),エンドキャップの凹溝及
びソケットの透孔を一致させ、これらに共通的に戻り止
め用のピンを打ち込むことにより、エンドキャップ,ボ
ルト,ソケットを一体化してボルトの戻り止めがなしう
るようにしたことにより達成される。
An object of the present invention is to provide a steel pipe end.
At the center of the end cap provided at the center axis of the steel pipe.
And screwed into the screw hole formed at least in the joint node
The external surface on which the male screw part and the socket
Bolt consisting of polygonal rotation transmission means is inserted
In the head of the bolt
Of the bolt separated from the surface by the thickness of the end cap
A through hole (6) for confirming the final tightening of the bolt is provided on the shaft.
At the end cap side of the socket.
Through-hole (6) A through-hole for visual observation is provided.
Fits around half the circumference of the through hole (6) on the outer surface of the cap
Form a semi-circular groove and join to the joining node
In the posture, the through hole (6) of the bold, the concave groove of the end cap and
And through holes of sockets and common detents
The end caps and the bolts.
The bolt and detent are integrated by integrating the bolt and socket
This can be achieved by doing so.

【0006】[0006]

【実施例】 次に、図面について本発明実施例の詳細を
説明する。図1は、接合ノードに結合前の状態を示す継
手本体の実施例の一部切欠側面図、図2は図1の斜視
図、図3は、接合ノードに結合後の状態を示す継手本体
の一部切欠側面図、図4は図3の斜視図、図5は図3の
A−A線の断面図、図6は図3のB−B線の断面図、図
7は図3のC−C線の断面図である。
Next, details of an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a partially cutaway side view of an embodiment of a joint main body showing a state before joining to a joining node, FIG. 2 is a perspective view of FIG. 1, and FIG. 4 is a perspective view of FIG. 3, FIG. 5 is a cross-sectional view taken along line AA of FIG. 3, FIG. 6 is a cross-sectional view taken along line BB of FIG. 3, and FIG. It is sectional drawing of the -C line.

【0007】図1〜図7について実施例の詳細を説明す
る。鋼管1の両端部に付設される継手本体Aの構成につ
いて説明すると、この継手本体Aは次のように構成され
る。即ち、鋼管1の両端部に嵌着し溶接されるエンドキ
ャップ2の中央部に設けた孔2aに、鋼管1の中心軸線
にそい、かつ、接合ノード3に形成せる螺孔3aに螺合
するボルト4を移動可能に挿嵌するとともに、前記エン
ドキャップ2の外側面直径方向には、前記孔2aの中心
を通る正面形状が十字形の半円形の凹溝2bを形成して
いる。前記ボルト4には、前記エンドキャップ2の内面
に当接する頭部4a,円形軸部4b,この円形軸部4b
と略同径の八角形など多角形軸部4c,該多角形軸部4
cより径小の雄ねじ部4dが順に形成されている。ま
た、前記ボルト4の多角形軸部4cの先端部と、ボルト
4の頭部4a内面から前記エンドキャップ2の肉厚相当
分離れたボルト4の多角形軸部4cに、ボルト4の軸線
方向と直交する貫通孔5と最終締付け確認用の貫通孔6
を穿設形成し、前記接合ノード3にボルト4が最終締付
けされた状態で、前記一方の貫通孔6の一部がエンドキ
ャップ2の凹溝2bに適合するように構成する。7は、
接合ノード3との未結合状態で一部がボルト4の多角形
軸部4cの前端部に嵌係合されるソケットで、該ソケッ
ト7のエンドキャップ2側の端部に、前記他方の貫通孔
5に対応し、かつ、この貫通孔5の径より長尺のスリッ
ト8を形成し、このスリット8を介して貫通孔5に、前
記ソケット7の径より長尺の仮ピン9を着脱可能に挿通
支持せしめる。図1において、1=1,1<1
としたものである。前記継手本体Aは上述のように構成
されており、これに最終締付け時に、前記エンドキャツ
プ2の凹溝2b,これに適合するボルト4の貫通孔6,
この貫通孔6に対応するスリット8に共通的に打ち込む
戻り止め用のピン10を組み合わせたものである。この
ように構成された継手本体Aを構成するエンドキャップ
鋼管1の両端に溶接し、接合ノード3に接合される
弦材又は斜材Bを工場において組立て生産する。
An embodiment will be described in detail with reference to FIGS. The structure of the joint body A attached to both ends of the steel pipe 1 will be described. The joint body A is configured as follows. That is, the end pipe 2 is fitted and welded to both ends of the steel pipe 1, and is screwed into a hole 2 a provided in the center of the end cap 2 along the central axis of the steel pipe 1 and into a screw hole 3 a formed in the joint node 3. A bolt 4 is movably inserted, and a semicircular groove 2b having a cross shape in a front shape passing through the center of the hole 2a is formed in the outer surface diametrical direction of the end cap 2. The bolt 4 has a head portion 4a that contacts the inner surface of the end cap 2, a circular shaft portion 4b, and a circular shaft portion 4b.
Polygonal shaft portion 4c such as an octagon having substantially the same diameter as the polygonal shaft portion 4c
Male screw portions 4d smaller in diameter than c are sequentially formed. The axial direction of the bolt 4 is applied to the tip of the polygonal shaft portion 4c of the bolt 4 and the polygonal shaft portion 4c of the bolt 4 separated from the inner surface of the head 4a of the bolt 4 by the thickness of the end cap 2. And a through hole 6 for confirming final tightening
Is formed so that a part of the one through hole 6 fits into the concave groove 2 b of the end cap 2 in a state where the bolt 4 is finally tightened to the joining node 3. 7 is
A socket that is partially engaged with the front end of the polygonal shaft portion 4c of the bolt 4 in a non-joined state with the joining node 3, and the other through hole is formed in the end of the socket 7 on the end cap 2 side. 5, a slit 8 longer than the diameter of the through hole 5 is formed, and a temporary pin 9 longer than the diameter of the socket 7 is detachably attached to the through hole 5 through the slit 8. Let the insertion be supported. In Figure 1, 1 1 = 1 2, 1 3 <1 4
It is what it was. The joint main body A is constructed as described above. At the time of final tightening, the joint main body A has a concave groove 2b of the end cap 2, a through hole 6 of a bolt 4 adapted to the concave groove 2b.
It is a combination of a detent pin 10 commonly driven into a slit 8 corresponding to the through hole 6. Such an end cap 2 constituting the configured joint body A was welded at both ends of a steel pipe 1, to assembly production in chords or factory diagonal members B are bonded to the junction node 3.

【0008】[0008]

【組立て作用の説明】 以上のように工場生産された弦
材又は斜材Bとピン10と接合ノード3を工事現場に搬
入し、次のように組立て接合する。図1に示すように接
合ノード3を架台(図示略)にセットし、弦材Bを仮置
きする。ソケット7と接合ノード3の座面を接触させ、
ソケット7のスリット8を介してボルト4の貫通孔5に
挿入支持させた仮ピン9を手動にてスリット8にそって
移動させながら回動し、ボルト4の雄ねじ部4d先端と
接合ノード3の螺孔3aとの初期噛み合いを行わせたの
ち、仮ピン9を抜去しソケット7をスパナなどの治具で
回転することによりボルト4の雄ねじ部4dを接合ノー
ド3の螺孔3aに螺進させ、ボルト4の頭部4aがエン
ドキャップ2の内面に接するとボルト4との回転抵抗力
が増し、所定のねじ込み量に近づく。ソケット7のスリ
ット8から他方の貫通孔6を目視し、最終ねじ込み量の
再確認を行いながら更にソケット7を回転させ、エンド
キャップ2の凹溝2bとボルト4の貫通孔6とソケット
7のスリット8を一致させる。次いで、前記凹溝2b,
貫通孔6,スリット8に共通的に戻り防止用のピン10
を打ち込み、エンドキャップ2,ボルト4,ソケット7
を一体化してボルト4の戻り止め及びボルトの最終締付
け確認を行う。
[Description of Assembling Operation] The string or diagonal member B, the pin 10 and the joining node 3 produced in the factory as described above are carried into a construction site, and assembled and joined as follows. As shown in FIG. 1, the joining node 3 is set on a gantry (not shown), and the chord B is temporarily placed. The socket 7 is brought into contact with the seating surface of the joining node 3,
The provisional pin 9 inserted and supported in the through hole 5 of the bolt 4 through the slit 8 of the socket 7 is rotated while manually moving along the slit 8 to rotate, and the tip of the male screw portion 4d of the bolt 4 and the joint node 3 After the initial engagement with the screw hole 3a is performed, the temporary pin 9 is removed and the socket 7 is rotated with a jig such as a spanner to screw the male screw portion 4d of the bolt 4 into the screw hole 3a of the joining node 3. When the head 4a of the bolt 4 comes into contact with the inner surface of the end cap 2, the rotation resistance with the bolt 4 increases, and the screw 4 approaches a predetermined screwing amount. The other through hole 6 is visually observed from the slit 8 of the socket 7, and the socket 7 is further rotated while reconfirming the final screwing amount, and the concave groove 2 b of the end cap 2, the through hole 6 of the bolt 4, and the slit of the socket 7 are formed. Match 8 Next, the concave grooves 2b,
Pin 10 for preventing return common to through hole 6 and slit 8
And end cap 2, bolt 4, socket 7
Are integrated, and the detent of the bolt 4 and the final tightening of the bolt are confirmed.

【0009】[0009]

【発明の効果】 上述のように本発明の構成によれば、
次のような効果が得られる。 (a)ソケットの透孔からボルトに設けた貫通孔(6)
を目視することによりボルトの最終締付け確認を容易に
行うことができ、ボルトの締め付け不足の不安感が解消
しうる。 (b)エンドキャップの凹溝,ボルトの貫通孔(6)
ソケットの透孔を一致させ、これらに共通的にピンを打
ち込むことによりエンドキャップ,ボルト,ソケットを
一体化してボルトの戻り止めが確実に行える。
According to the configuration of the present invention as described above,
The following effects can be obtained. (A) Through holes provided in bolts from through holes in socket (6)
By visually observing, the final tightening of the bolt can be easily confirmed, and anxiety about insufficient bolt tightening can be eliminated. (B) End cap groove, bolt through hole (6) ,
By aligning the through holes of the sockets and driving pins in common with them, the end cap, the bolt, and the socket are integrated, and the return of the bolt can be reliably performed.

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

【図1】 接合ノードに結合前の状態を示す継手本体の
一部切欠側面図である。
FIG. 1 is a partially cutaway side view of a joint main body showing a state before being joined to a joining node.

【図2】 図1の斜視図である。FIG. 2 is a perspective view of FIG.

【図3】 接合ノードに結合後の状態を示す継手本体の
一部切欠側面図である。
FIG. 3 is a partially cutaway side view of the joint main body showing a state after being joined to a joining node.

【図4】 図3の斜視図である。FIG. 4 is a perspective view of FIG.

【図5】 図3のA−A線の断面図である。FIG. 5 is a sectional view taken along line AA of FIG. 3;

【図6】 図3のB−B線の断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 3;

【図7】 図3のC−C線の断面図である。FIG. 7 is a sectional view taken along line CC of FIG. 3;

【符号の説明】[Explanation of symbols]

A 継手本体 B 弦材又は斜材 1 鋼管 2 エンドキャップ 2a 孔 2b 凹溝 3 接合ノード 3a 螺孔 4 ボルト 4a 頭部 4b 円形軸部 4c 多角形軸部 4d 雄ねじ部 5 貫通孔 6 貫通孔 7 ソケット 8 スリット 9 仮ピン 10 ピン A Joint body B String material or diagonal material 1 Steel pipe 2 End cap 2a Hole 2b Concave groove 3 Joining node 3a Screw hole 4 Bolt 4a Head 4b Circular shaft part 4c Polygon shaft part 4d Male screw part 5 Through hole 6 Through hole 7 Socket 8 Slit 9 Temporary pin 10 Pin

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鋼管端部に設けたエンドキャップの中央
部に、鋼管の中心軸線にそい、かつ、少くとも接合ノー
ドに形成せる螺孔に螺合する長さをもつ雄ねじ部とソケ
ットが被嵌される外面を多角形構造とした回動伝達手段
とからなるボルトを挿嵌した立体トラスの継手におい
て、前記ボルトの頭部側面から前記エンドキャップの
肉厚相当分離れたボルトの軸部に、ボルトの最終締付け
確認用の貫通孔(6)を設けるとともに、前記ソケット
のエンドキャップ側に前記貫通孔(6)目視用の透孔を
設け、一方、前記エンドキャップの外側面に前記貫通孔
(6)の略半周に適合する半円杉吠の凹溝を形成せし
め、接合ノードに対する接合姿勢でボルトの貫通孔
(6),エンドキャップの凹溝及びソケットの透孔を一
致させ、これらに共通的に戻り止め用のピンを打ち込む
ことにより、エンドキャップ.ボルト.ソケットを一体
化してボルトの戻り止めがなしうるようにしたことを特
徴とする立体トラスの継手。
1. A male screw part and a socket are provided at a central part of an end cap provided at an end part of a steel pipe, the male screw part having a length along a central axis of the steel pipe and at least screwing into a screw hole formed in a joining node. In a joint of a three-dimensional truss in which a bolt composed of a rotation transmitting means having a polygonal outer surface to be fitted is inserted, a shaft portion of the bolt separated from an inner side surface of the head of the bolt by a thickness corresponding to the thickness of the end cap. And a through hole (6) for confirming final tightening of the bolt, and a through hole (6) for visually checking the through hole (6) on the end cap side of the socket , while the through hole is provided on an outer surface of the end cap. Hole
Form a semicircular cedar bark groove that fits approximately half the circumference of (6)
The through hole of the bolt in the joint position with respect to the joint node
(6) Make sure that the groove in the end cap and the hole in the socket are
And hit a detent pin in common to them.
The end cap. bolt. Socket in one
That the bolt can be detented.
The joint of the space truss to be the symbol.
JP6234214A 1994-09-01 1994-09-01 Space truss fittings Expired - Fee Related JP2748100B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6234214A JP2748100B2 (en) 1994-09-01 1994-09-01 Space truss fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6234214A JP2748100B2 (en) 1994-09-01 1994-09-01 Space truss fittings

Publications (2)

Publication Number Publication Date
JPH0874330A JPH0874330A (en) 1996-03-19
JP2748100B2 true JP2748100B2 (en) 1998-05-06

Family

ID=16967488

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6234214A Expired - Fee Related JP2748100B2 (en) 1994-09-01 1994-09-01 Space truss fittings

Country Status (1)

Country Link
JP (1) JP2748100B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592762A (en) * 2017-01-25 2017-04-26 哈尔滨工业大学 Space assembling type bolt-column joint
EP3546808B1 (en) * 2018-03-29 2023-05-10 Hamilton Sundstrand Corporation Valves

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0636091Y2 (en) * 1990-04-20 1994-09-21 コウノ工業株式会社 Structure fitting

Also Published As

Publication number Publication date
JPH0874330A (en) 1996-03-19

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