JPH03115631A - Structure for jointing space truss - Google Patents

Structure for jointing space truss

Info

Publication number
JPH03115631A
JPH03115631A JP33688489A JP33688489A JPH03115631A JP H03115631 A JPH03115631 A JP H03115631A JP 33688489 A JP33688489 A JP 33688489A JP 33688489 A JP33688489 A JP 33688489A JP H03115631 A JPH03115631 A JP H03115631A
Authority
JP
Japan
Prior art keywords
bolt
sleeve
joint
ring
bush
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.)
Granted
Application number
JP33688489A
Other languages
Japanese (ja)
Other versions
JPH0715179B2 (en
Inventor
Tatsumi Tanaka
田中 辰美
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.)
Matsuo Construction Co Ltd
Original Assignee
Matsuo Construction Co Ltd
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 Matsuo Construction Co Ltd filed Critical Matsuo Construction Co Ltd
Priority to JP33688489A priority Critical patent/JPH0715179B2/en
Publication of JPH03115631A publication Critical patent/JPH03115631A/en
Publication of JPH0715179B2 publication Critical patent/JPH0715179B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、橋梁や建築構造物の屋根等を構築する立体ト
ラスにおいて、上下の弦材及び斜材を集中連結するジヨ
イント構造に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a joint structure that centrally connects upper and lower chord members and diagonal members in a three-dimensional truss for constructing bridges, roofs of architectural structures, etc.

〔従来の技術〕[Conventional technology]

大型のドーム等の建築構造物は、たとえば鋼管等を弦材
及び斜材として立体トラス構造によって構築されている
。立体トラス構造は、近来では最も効率のよい構築工法
でありまた強度面でも十分な点から広く採用されている
Architectural structures such as large domes are constructed with a three-dimensional truss structure using, for example, steel pipes as chord members and diagonal members. The three-dimensional truss structure is the most efficient construction method in recent years, and is widely used because of its sufficient strength.

鋼管を弦材及び斜材として利用するのは、引張応力及び
圧縮応力が立体トラスの構造上で曲げや剪断よりも大き
く作用するため、座屈に強い部材とする必要性が要求さ
れるからである。そして、このような鋼管を用いるため
、各弦材及び斜材を集中的に接合するジヨイントは、ボ
ルト等を利用したピン接合構造に依らざるを得ない。
Steel pipes are used as chord members and diagonal members because tensile stress and compressive stress act on the structure of a space truss to a greater extent than bending and shearing, so the members must be resistant to buckling. be. Since such steel pipes are used, the joints that intensively join each chord member and diagonal member have to have a pin joint structure using bolts or the like.

このような立体トラスに利用されるジヨイントとして、
たとえば特公昭61−42059号に記載されたものが
ある。これは、ジヨイント本体と弦材との間に介装され
てこれらを連結するボルトの周りにスリーブを設けたも
のである。そして、このスリ−ブの両端を弦材側及びジ
ヨイント本体に突き当て、弦材に負荷される圧縮力をジ
ヨイント本体に直接作用させることでこれを吸収させ、
弦材の強度を向上させるようにしている。
As a joint used in such a three-dimensional truss,
For example, there is one described in Japanese Patent Publication No. 61-42059. This is a sleeve provided around a bolt that is interposed between the joint body and the string member and connects them. Then, both ends of this sleeve are brought into contact with the string material side and the joint body, and the compressive force applied to the string material is absorbed by acting directly on the joint body,
We are trying to improve the strength of the string material.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところが、実際のトラスの構築作業では、施工誤差によ
ってジヨイント本体と弦材との接合にかなり手間をとる
ことが多い。たとえば、前記公報に記載のものでは、ス
リーブによってボルトの姿勢が拘束されているので、そ
の軸線をジヨイント本体の雌ネジ孔に合わせ“るのに苦
労する。つまり、ボルトを雌ネジ孔に調心させるには、
弦材自体もその軸線上になる姿勢とする必要があり、弦
材が長ければ作業がかなり煩雑となる。
However, in actual truss construction work, it often takes a considerable amount of time to join the joint body and the string members due to construction errors. For example, in the bolt described in the above publication, the posture of the bolt is restricted by the sleeve, so it is difficult to align the axis with the female threaded hole in the joint body.In other words, the bolt is aligned with the female threaded hole. To let
The string itself needs to be positioned on its axis, and if the string is long, the work becomes quite complicated.

したがって、弦材の接合作業には、かなりの労力と熟練
を必要とし、施工性の向上を妨げる一つの原因ともなっ
ているのが実情である。
Therefore, the work of joining the string members requires a considerable amount of labor and skill, which is actually one of the reasons for hindering the improvement of workability.

このような問題に対し、本出願人は、実願平15453
7号によってジヨイント本体と弦材との接続が容易に行
えるジヨイント構造を提案した。これは、ジヨイント本
体にねじ込むボルトをその軸線方向に移動可能として一
体回転するスリーブによって外挿し、ボルトをトラス部
材に対して軸線が揺動可能な程度に螺合したものである
。そして、このボルトの揺動によってジヨイントの雌ネ
ジ孔に簡単に合わせることができる。
In response to such problems, the applicant has filed Utility Application No. 15453.
We proposed a joint structure using No. 7 that allows easy connection between the joint body and the string material. In this system, a bolt screwed into a joint main body is movable in the axial direction of the joint body and is inserted by a sleeve that rotates integrally with the bolt, and the bolt is screwed into the truss member to such an extent that its axis can swing. By swinging the bolt, it can be easily aligned with the female screw hole of the joint.

このような改良に加えて、ジヨイント部分の接合作業が
簡単に行えるように工夫したものも既に開発されている
。しかし、従来のものは、接合の自由度を大きくするた
めの特別の部材を複数組み合わせたものであり、本出願
人が提案したものでも接合用のボルトはキーを一体化し
た特殊品とする必要があった。したがって、ジヨイント
部分の接合作業は容易とはなっても、特殊品を採用する
ことからコストが高くなる。
In addition to these improvements, devices have already been developed that make it easier to join joints. However, the conventional method combines multiple special members to increase the degree of freedom of joining, and even with the method proposed by the applicant, the joining bolt needs to be a special product with an integrated key. was there. Therefore, although the work of joining the joint portions becomes easier, the cost increases because special products are used.

そこで、本発明は、ジヨイント部分の接続作業が簡単に
行えるようにすると同時にコストも低減できるジヨイン
ト構造を提供することを目的とする。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a joint structure that allows the joint portion to be connected easily and at the same time reduces costs.

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

本発明は、ジヨイントの本体及びトラス部材をボルトに
よって接合するジヨイント構造であって、前記トラス部
材の接合端に、前記ボルトがそのヘッドをトラス部材の
中に残して遊嵌状に挿通する雌ネジ付きのブツシュを設
け、該ブツシュと前記本体との間において前記ボルトの
周りにスリーブを設け、前記ブツシュの雌ネジに螺合す
る雄ネジを形成した筒状のリングを、半径方向に突き出
るピンによって前記ボルトの周面に固定し、前記スリー
ブの内周壁に前記ピンが嵌まり込むキー溝を軸線方向に
形成し、更に、前記リングの雄ネジと前記ブツシュの雌
ネジとの間に半径方向の遊びを持たせていることを特徴
とする。
The present invention provides a joint structure in which a main body of a joint and a truss member are joined by a bolt, and the bolt has a female thread at the joint end of the truss member that is inserted in a loosely-fitting manner with the head of the bolt remaining inside the truss member. A sleeve is provided around the bolt between the bushing and the main body, and a cylindrical ring formed with a male thread that is screwed into the female thread of the bushing is connected by a pin projecting in the radial direction. A keyway is fixed to the circumferential surface of the bolt, and a keyway into which the pin fits is formed in the inner circumferential wall of the sleeve in the axial direction, and a keyway in the radial direction is formed between the male thread of the ring and the female thread of the bushing. It is characterized by being playful.

〔実施例〕〔Example〕

第1図は本発明の一実施例を示すジヨイント構造の部分
断面図、第2図は第1図の1−1線位置での縦断面図で
ある。
FIG. 1 is a partial sectional view of a joint structure showing an embodiment of the present invention, and FIG. 2 is a longitudinal sectional view taken along the line 1--1 in FIG.

ジヨイントの本体1には所定の方向をその軸線が指向す
る雌ネジ孔1aが設けられ、この雌ネジ孔1aに螺合す
る高張力のボルト2及びその周囲にはスリーブ3が配置
されている。また、上下の弦材及び斜材となる鋼管等の
トラス部材4の端部にはボルト2が螺合するプツシ:L
5が取り付けられている。
The main body 1 of the joint is provided with a female screw hole 1a whose axis is oriented in a predetermined direction, and a high tension bolt 2 is screwed into the female screw hole 1a, and a sleeve 3 is arranged around the bolt. Further, a pusher L into which a bolt 2 is screwed is attached to an end of a truss member 4 such as a steel pipe that serves as an upper and lower chord member and diagonal member.
5 is attached.

第3図はボルト2.スリーブ3.及びブツシュ5を分解
して示す図である。
Figure 3 shows bolt 2. Sleeve 3. and FIG. 5 is an exploded view of the bushing 5.

ボルト2は、雌ネジ孔1aにねじ込まれる雄ネジ2aと
ヘッド2bとの間の周面にリング6を一体化している。
The bolt 2 has a ring 6 integrated on the circumferential surface between the male screw 2a screwed into the female screw hole 1a and the head 2b.

このリング6は第4図に示すようにボルト2への差し込
み側の外周面に雄ネジ6aを形成した筒体状である。そ
して、ピン7を打ち込むピン挿通孔孔6bを開け、この
ピン7をボルト2に設けたピン孔2cに打ち込むことに
よってリング6はボルト2に一体化される。このように
リング6を利用することによって、ボルト2は市販品を
用いることができ、ピン孔2cを加工するだけで使用で
きる。
As shown in FIG. 4, the ring 6 has a cylindrical shape with a male thread 6a formed on the outer peripheral surface on the side into which the bolt 2 is inserted. Then, the ring 6 is integrated with the bolt 2 by drilling a pin insertion hole 6b into which the pin 7 is driven and driving the pin 7 into the pin hole 2c provided in the bolt 2. By using the ring 6 in this manner, a commercially available bolt 2 can be used, and can be used simply by machining the pin hole 2c.

ブツシュ5は、ボルト2の本体部を遊嵌して遊びを持つ
ような内径の開口5aを軸線方向に開け、この開口5a
の一端側にはリング6の雄ネジ6aが螺合する雌ネジ5
bが形成されている。そして、第1図のようにトラス部
材4の内部側にボルトのヘッド2bが位置しリング6は
ブツシュ5より外側に位置するように組み込まれる。こ
のため、実際の組立てでは、ボルト2を開口6aに通し
た後にリング6を雄ネジ2a側から嵌め込み、ピン7に
よってこのリング6をボルト2に固定する組み立て要領
となる。そして、開口5aはボルト2の本体部よりも内
径が少し大きく、また雌ネジ5bはリング6の雄ネジ6
aのピッチ円の径よりも若干大きく、ねじ込んだときに
ボルト2がその半径方向へ遊び持つようにして少しがた
ついて動けるようにする。そして、雄ネジ6aを雌ネジ
5bに緩く嵌めるようにすれば、ブツシュ5の軸線に対
してボルト2が捩じれた姿勢になるようにもしておく。
The bush 5 has an opening 5a in the axial direction that has an inner diameter such that the main body of the bolt 2 is loosely fitted therein and has play.
One end side has a female screw 5 into which the male screw 6a of the ring 6 is screwed.
b is formed. Then, as shown in FIG. 1, the bolt head 2b is located inside the truss member 4, and the ring 6 is assembled so as to be located outside the bushing 5. Therefore, in actual assembly, the bolt 2 is passed through the opening 6a, the ring 6 is fitted from the male screw 2a side, and the ring 6 is fixed to the bolt 2 with the pin 7. The opening 5a has an inner diameter slightly larger than the main body of the bolt 2, and the female thread 5b has a male thread 6 of the ring 6.
It is slightly larger than the diameter of the pitch circle a, so that the bolt 2 has some play in the radial direction when screwed in, so that it can wobble a little. If the male screw 6a is loosely fitted into the female screw 5b, the bolt 2 can be twisted with respect to the axis of the bush 5.

これにより、第1図の斜材側で示すようにボルト2を本
体1の雌ネジ1aにねじ込む前では、ボルト2はプツシ
55に対して遊びを持つようになり、ボルト2はその軸
線を成る程度揺動させることができる。
As a result, before the bolt 2 is screwed into the female thread 1a of the main body 1, as shown on the diagonal side in FIG. It can be swayed to some extent.

スリーブ3は、第5図の断面図に示すように六角形状で
あり、軸線方向にボルト2が挿通する保持孔3aを貫設
している。この保持孔3aの内径はボルト2に一体化し
たリング6の外径とほぼ同じであり、リング6及びこれ
に一体化したボルト2がスリーブ3の中でも軸線方向へ
摺動可能である。
The sleeve 3 has a hexagonal shape as shown in the sectional view of FIG. 5, and has a holding hole 3a through which the bolt 2 is inserted in the axial direction. The inner diameter of this holding hole 3a is approximately the same as the outer diameter of the ring 6 integrated with the bolt 2, and the ring 6 and the bolt 2 integrated therewith can slide in the axial direction within the sleeve 3.

そして、保持孔3aの内周壁にはリング6から突き出た
ピン7が嵌まり込むキー溝3bが軸線方向の全長に刻み
込まれている。
A keyway 3b into which the pin 7 protruding from the ring 6 is fitted is cut into the inner circumferential wall of the holding hole 3a over the entire length in the axial direction.

これらのボルト2.ブツシュ5及びスリーブ3の部材の
うち、ボルト2とプツシ55とが先にトラス部材4の端
部に固定される。すなわぢ、ボルト2をブツシュ5の開
口5aに通した後、反対側からリング6を所定の位置に
嵌め込んでこれをピン7によって固定する。そして、リ
ング6の雄ネジ6aを第1図の斜材で示すようにプッシ
ュ5の雌ネジ5bにいっばいにねじ込む。この後、ボル
ト2を一体化したブツシュ5をトラス部材4の端部に溶
接によって固定し、ボルト2のへラド2bをブツシュ5
の端面から離れた位置まで差し込む。
These bolts 2. Of the members of the bush 5 and sleeve 3, the bolt 2 and pusher 55 are first fixed to the end of the truss member 4. That is, after passing the bolt 2 through the opening 5a of the bush 5, the ring 6 is fitted into a predetermined position from the opposite side and fixed with the pin 7. Then, the male screw 6a of the ring 6 is screwed all at once into the female screw 5b of the pusher 5 as shown by the diagonal in FIG. Thereafter, the bush 5 with the bolt 2 integrated therein is fixed to the end of the truss member 4 by welding, and the bolt 2 b is attached to the bush 5.
Insert it until it is far away from the edge of the

一方、スリーブ3は、そのキー溝3bにピン7を嵌まり
込むようにしてブツシュ5から突き出たボルト2に外挿
する。このとき、スリーブ3は自由回転可能であり、ス
リーブ3を回転させるとキー溝3bとピン7とによって
回転がボルト2に伝達され、プッシュ5の雌ネジ5bに
螺合しているリング6の雄ネジ6aを回転させ、プツシ
55に対してボルト2に送りを与える。
On the other hand, the sleeve 3 is fitted over the bolt 2 protruding from the bush 5 so that the pin 7 is fitted into the keyway 3b. At this time, the sleeve 3 is freely rotatable, and when the sleeve 3 is rotated, the rotation is transmitted to the bolt 2 by the keyway 3b and the pin 7, and the male of the ring 6 screwed into the female thread 5b of the pusher 5 is rotated. Rotate the screw 6a to feed the bolt 2 against the pusher 55.

トラス部材4にボルト2.スリーブ3及びプッシュ5を
装着した後には、本体1に対する接続作業を開始する。
Bolt 2 to truss member 4. After attaching the sleeve 3 and the pusher 5, the connection work to the main body 1 is started.

この作業は、第1図における斜材のようにボルト2の先
端が接続しようとする雌ネジ1aに一致するようにトラ
ス部材5の姿勢を設定することから始める。そして、ス
リーブ3を手で回しでゆくと、ボルト2も回転して送り
が与えられ、ボルト2は雌ネジ孔1aの中に回転しなが
ら進み、第1図の水平材のようにボルト2を雌ネジ孔1
aに螺合連結させることができる。
This work begins by setting the attitude of the truss member 5 so that the tip of the bolt 2 matches the female thread 1a to be connected, as in the case of the diagonal member in FIG. When the sleeve 3 is turned by hand, the bolt 2 is also rotated and fed, and the bolt 2 advances into the female threaded hole 1a while rotating, and the bolt 2 is rotated like the horizontal member in Fig. 1. Female screw hole 1
It can be threadedly connected to a.

ここで、ブツシュ5の雌ネジ5bのピッチ円径はリング
6の雄ネジ6aのそれよりも大きく、螺合したときにボ
ルト2が遊びを持つ振る舞いをしてその姿勢を自在に変
えることは既に説明した。すなわち、ボルト2の先端の
指向方向は、雄ネジ2aが雌ネジ1aに嵌まり込む初期
の段階で、ブツシュ5の軸線に一致するだけでなく成る
範囲内で首振り可能である。したがって、トラス部材5
の軸線が本体lの雌ネジ孔1aに正確に一致してなくて
も、ボルト2の姿勢の変化によって雌ネジ孔1aがこれ
を受容して楽に接合の開始が行われる。
Here, the pitch circle diameter of the female thread 5b of the bush 5 is larger than that of the male thread 6a of the ring 6, and when screwed together, the bolt 2 behaves with play and can freely change its posture. explained. That is, the orientation direction of the tip of the bolt 2 can be swiveled within a range that does not only coincide with the axis of the bushing 5 at the initial stage when the male thread 2a is fitted into the female thread 1a. Therefore, the truss member 5
Even if the axis of the bolt 2 does not exactly match the female screw hole 1a of the main body 1, the change in the posture of the bolt 2 causes the female screw hole 1a to accept it and start joining easily.

次いで、更にスリーブ3を回転させると、ボルト2が本
体1方向へ進んでリング6の雄ネジ6aはブツシュ5の
雌ネジ5bから離れ、最終的には第1図の水平材のよう
に、雄ネジ2aが雌ネジ孔la内にねじ込まれ、ボルト
2のへラド2bがブツシュ6の端面に当接する状態とな
る。そして、レンチ等の工具を用いてスリーブ3を更に
締め上げると、本体1に対してトラス部材5が強固に連
結される。
Next, when the sleeve 3 is further rotated, the bolt 2 advances in the direction of the main body 1, and the male thread 6a of the ring 6 separates from the female thread 5b of the bushing 5, and finally the male thread 6a, like the horizontal member in FIG. The screw 2a is screwed into the female screw hole la, and the bolt 2b of the bolt 2 comes into contact with the end surface of the bushing 6. When the sleeve 3 is further tightened using a tool such as a wrench, the truss member 5 is firmly connected to the main body 1.

以上の要領で構築されたトラスの連結状態においては、
スリーブ3の両端面がそれぞれ本体1の周面及びプッシ
ュ6に当接するので、トラス部材5に負荷される圧縮応
力は、ボルト2.スリーブ3及びプツンユ5によって本
体1へ直接負荷される。したがって、圧縮力の吸収が効
果的に行われるようになり、系全体の強度が向上する。
In the connected state of the truss constructed in the above manner,
Since both end surfaces of the sleeve 3 abut against the circumferential surface of the main body 1 and the pusher 6, the compressive stress applied to the truss member 5 is reduced by the bolt 2. A load is applied directly to the main body 1 by the sleeve 3 and the push-piece 5. Therefore, compressive force is effectively absorbed, and the strength of the entire system is improved.

〔発明の効果〕〔Effect of the invention〕

以上に説明したように、本発明では、ボルトに送りを与
える送りナツトがボルトを自由に首振りできるように遊
びを持たせて保持している。このボルトの首振りによっ
て、ジヨイント本体との接合時には、ボルトをジヨイン
トの雌ネジ孔に容易に合わせることができる。したがっ
て、ジヨイントに対してトラス部材の姿勢の自由度が大
きくなるので、労力の軽減が図れると共に施工性の向上
が可能となる。また、ボルトにリングを嵌めてこれを固
定するピンを利用してスリーブの回転を伝達するので、
市販のボルトにピン固定用のピン孔等を開けるだけでよ
く、従来のようにキーを一体化する等の特殊品とする必
要もない。
As explained above, in the present invention, the feed nut that feeds the bolt is held with play so that the bolt can swing freely. This oscillation of the bolt allows the bolt to be easily aligned with the female threaded hole of the joint when joining the joint main body. Therefore, the degree of freedom in the posture of the truss member with respect to the joint is increased, making it possible to reduce labor and improve workability. In addition, the rotation of the sleeve is transmitted using a pin that fits a ring onto the bolt and fixes it.
It is sufficient to simply drill a pin hole for fixing the pin in a commercially available bolt, and there is no need to make a special product such as integrating a key as in the past.

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

第1図は本発明の一実施例を示す立体トラスのジヨイン
ト部分の部分断面図、第2図は第1図の1−1線位置で
の縦断面図、第3図はボルト ブツシュ及びスリーブを
分解して示す図、第4図はリングのボルトへの固定を示
す図、第5図はブツシュを軸線方向に見た縦断面図であ
る。 l:本体      1a;雌ネジ孔 2:ボルト     2a:雄ネジ 2b:ヘッド     2c:ピン孔 3ニスリーブ    3a:保持孔 3b:キー溝 4ニドラス部材 5:プツシ5   5a:開口 5b;雌ネジ 6;リング     6a:雄ネジ 6b:ピン挿通孔 7:ピン
Fig. 1 is a partial sectional view of a joint portion of a space truss showing an embodiment of the present invention, Fig. 2 is a longitudinal sectional view taken along line 1-1 in Fig. 1, and Fig. 3 shows a bolt bush and sleeve. FIG. 4 is an exploded view, FIG. 4 is a view showing how the ring is fixed to the bolt, and FIG. 5 is a longitudinal sectional view of the bushing viewed in the axial direction. l: Body 1a; Female screw hole 2: Bolt 2a: Male screw 2b: Head 2c: Pin hole 3 Ni sleeve 3a: Retaining hole 3b: Keyway 4 Nidras member 5: Push 5 5a: Opening 5b; Female screw 6; Ring 6a : Male screw 6b: Pin insertion hole 7: Pin

Claims (1)

【特許請求の範囲】[Claims] 1、ジョイントの本体及びトラス部材をボルトによって
接合するジョイント構造であって、前記トラス部材の接
合端に、前記ボルトがそのヘッドをトラス部材の中に残
して遊嵌状に挿通する雌ネジ付きのブッシュを設け、該
ブッシュと前記本体との間において前記ボルトの周りに
スリーブを設け、前記ブッシュの雌ネジに螺合する雄ネ
ジを形成した筒状のリングを、半径方向に突き出るピン
によって前記ボルトの周面に固定し、前記スリーブの内
周壁に前記ピンが嵌まり込むキー溝を軸線方向に形成し
、更に、前記リングの雄ネジと前記ブッシュの雌ネジと
の間に半径方向の遊びを持たせていることを特徴とする
立体トラスのジョイント構造。
1. A joint structure in which the main body of the joint and a truss member are joined by bolts, and the joint end of the truss member has a female thread that allows the bolt to loosely insert into the truss member with its head remaining inside the truss member. A bush is provided, a sleeve is provided around the bolt between the bush and the main body, and a cylindrical ring having a male thread that engages with the female thread of the bush is attached to the bolt by a pin protruding in the radial direction. a key groove into which the pin fits is formed in the axial direction on the inner circumferential wall of the sleeve, and play is provided in the radial direction between the male thread of the ring and the female thread of the bush. A three-dimensional truss joint structure characterized by having
JP33688489A 1989-12-25 1989-12-25 Joint structure of space truss Expired - Lifetime JPH0715179B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33688489A JPH0715179B2 (en) 1989-12-25 1989-12-25 Joint structure of space truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33688489A JPH0715179B2 (en) 1989-12-25 1989-12-25 Joint structure of space truss

Publications (2)

Publication Number Publication Date
JPH03115631A true JPH03115631A (en) 1991-05-16
JPH0715179B2 JPH0715179B2 (en) 1995-02-22

Family

ID=18303549

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33688489A Expired - Lifetime JPH0715179B2 (en) 1989-12-25 1989-12-25 Joint structure of space truss

Country Status (1)

Country Link
JP (1) JPH0715179B2 (en)

Also Published As

Publication number Publication date
JPH0715179B2 (en) 1995-02-22

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