JPS61261545A - Screw joint for structure - Google Patents

Screw joint for structure

Info

Publication number
JPS61261545A
JPS61261545A JP10265485A JP10265485A JPS61261545A JP S61261545 A JPS61261545 A JP S61261545A JP 10265485 A JP10265485 A JP 10265485A JP 10265485 A JP10265485 A JP 10265485A JP S61261545 A JPS61261545 A JP S61261545A
Authority
JP
Japan
Prior art keywords
bolt
joint
shank
aggregate
sleeve
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.)
Pending
Application number
JP10265485A
Other languages
Japanese (ja)
Inventor
北村 允正
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.)
KAWAJU KOJI KK
Original Assignee
KAWAJU KOJI 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 KAWAJU KOJI KK filed Critical KAWAJU KOJI KK
Priority to JP10265485A priority Critical patent/JPS61261545A/en
Publication of JPS61261545A publication Critical patent/JPS61261545A/en
Pending legal-status Critical Current

Links

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〉 開示技術は建築構造物等の立体トラスの接合部に使用さ
れるねじ込継手の構造技術分野に属する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The disclosed technology belongs to the structural technology field of screw joints used in joints of space trusses of architectural structures and the like.

而して、この発明は主骨材の結合部に螺合されるボルト
が、副骨材に溶接等により連結される継手フレームに内
装され、該ボルトのシャンクが継手フレームの主骨材側
の端部に進退動自在に挿通され、該ボルトのヘッドを継
手フレームに形成されたストッパに掛合離反自在にされ
た構造物用ねじ込継手に関する発明であり、特に、上記
ボルトヘッドにねじ部が形成されて、上記継手フレーム
に内設のボルトサポートに形成されたねじ部に螺合され
、又、上記ボルトシャンク基部が6角形等の断面多角形
に形成されて、上記主骨材の結合部と継手フレームとの
間に介装されるスリーブに軸方向進退動自在に外装され
、そして、該スリーブの断面内側の形状が上記ボルトシ
ャンク基部の断面形状に整合され、該スリーブとボルト
シャンクが係合されて同調回動自在にされた構造物用ね
じ込継手に係る発明である。
Therefore, in this invention, a bolt to be screwed into a connecting part of the main aggregate is installed in a joint frame which is connected to the secondary aggregate by welding or the like, and the shank of the bolt is connected to the main aggregate side of the joint frame. The present invention relates to a threaded joint for structures, which is inserted into the end portion of the bolt so as to be movable forward and backward, and the head of the bolt can be engaged with and retracted from a stopper formed on the joint frame, and in particular, the bolt head has a threaded portion formed therein. The base of the bolt shank is formed to have a polygonal cross section such as a hexagon, and is screwed into a threaded portion formed on a bolt support installed in the joint frame. The sleeve is interposed between the joint frame and the sleeve so as to be movable axially. This invention relates to a threaded joint for a structure that is rotatable in synchronization.

〈従来技術〉 近時、立体建築構造物等の立体トラス構造物を組み立て
る場合に、予め、各骨材を所定の形状、寸法に形成して
おき、建設場所に於いて各骨材の剛節部をねじ込継手を
介して連結し、上記立体トラス構造物を構築する工法が
工期短縮、建設作業の容易性等の利点から多く採用され
ている。
<Prior art> Recently, when assembling a three-dimensional truss structure such as a three-dimensional building structure, each aggregate is formed into a predetermined shape and size in advance, and the rigid joints of each aggregate are formed at the construction site. The construction method of constructing the three-dimensional truss structure by connecting the sections through screw joints is often adopted due to its advantages such as shortening construction period and ease of construction work.

そして、上記構造物用のねじ込継手には実公昭42−2
2992号公報、或いは、特公昭54−25993号公
報に開示されている構造のもの等が案出されている。
And, for the screw joints for the above structures,
Structures disclosed in Japanese Patent Publication No. 2992 or Japanese Patent Publication No. 54-25993 have been devised.

即ち、実公昭42−22992号公報に開示されたねじ
込継手は、予め、副骨材の端部にボルトを進退動自在に
螺合挿通させて内装し、該ボルトのシャンクと該シャン
クに螺合されたナツトとをビン、及び、ガイド孔を介し
同調回動自在に取付けておき、該ナツトを回転させてボ
ルトシャンクを主骨材の剛節部に形成された雌ねじに螺
合し、該ボルトのヘッドを副骨材端部のストッパに掛止
させ、主骨材に副骨材を連結している。
That is, in the threaded joint disclosed in Japanese Utility Model Publication No. 42-22992, a bolt is inserted into the end of the sub-aggregate so that it can move forward and backward, and the shank of the bolt is screwed into the shank. The assembled nut is attached through the pin and the guide hole so as to be rotatable in synchronization, and the nut is rotated to screw the bolt shank into the female thread formed in the rigid section of the main aggregate. The head of the bolt is hooked to a stopper at the end of the secondary aggregate to connect the secondary aggregate to the main aggregate.

又、特公昭54−25993号公報に開示されたねじ込
継手は、予め、副骨材の端部にスタッドボルトを進退動
自在に螺合挿通させて内装し、該スタッドボルトに螺合
し固定されたナツトを該ナツト形状に整合されたスリー
ブで外装して、該スリーブを回転させてボルトシャンク
を主骨材の剛節部に形成された雌ねじに螺合し、主骨材
に副骨材を連結している。
Furthermore, the threaded joint disclosed in Japanese Patent Publication No. 54-25993 has a stud bolt inserted into the end of the secondary aggregate so that it can move forward and backward in advance, and then screwed into the stud bolt and fixed. The nut is covered with a sleeve that matches the shape of the nut, the sleeve is rotated, the bolt shank is screwed into the female thread formed in the rigid joint of the main aggregate, and the secondary aggregate is attached to the main aggregate. are connected.

〈発明が解決しようとする問題点〉 而しながら、上述従来の構造物用ねじ込継手においては
、実公昭42−22992号公報に開示されたねじ込継
手の場合には、ボルトシャンクにビン固設用のビン穴を
形成する必要があり、又、ナツトにも該ビンのガイド穴
を形成しなければならず、強度的に劣るという欠点があ
った。
<Problems to be Solved by the Invention> However, in the above-mentioned conventional threaded joint for structures, in the case of the threaded joint disclosed in Japanese Utility Model Publication No. 42-22992, a bottle fastener is attached to the bolt shank. It is necessary to form a hole for the bottle for installation, and a guide hole for the bottle must also be formed in the nut, which has the disadvantage of poor strength.

又、特公昭54−25993号公報に開示されたねじ込
継手の場合には、スタッドボルトにナツトを固定する手
段として、スタッドボルトの基部側と先部側でねじ山の
ピッチを相異させたり、スタッドボルトの全長に亙り同
一ピッチで螺装し、ナツト螺合後に溶接固定する等ねじ
込継手の製作が極めて複雑であるという欠点があり、し
かも、ナツトの固定位置の設定が難しく、その設定位置
によっては主骨材に副骨材を連結する前に、上記スタッ
ドボルトの初期送り込みをする必要が生じ、組み付は作
業性が極めて悪いという難点があった。
In addition, in the case of the threaded joint disclosed in Japanese Patent Publication No. 54-25993, as a means for fixing a nut to a stud bolt, the pitch of the threads is made different on the base side and the tip side of the stud bolt. However, the manufacturing of threaded joints is extremely complicated, as the stud bolt is threaded at the same pitch over the entire length of the bolt, and the nut is fixed by welding after screwing.Moreover, it is difficult to set the fixing position of the nut, and its setting is difficult. Depending on the position, it may be necessary to initially feed the stud bolts before connecting the secondary aggregate to the main aggregate, which poses a problem in that the workability of assembly is extremely poor.

この発明の目的は上述従来技術に基づく構造物用ねじ込
継手の問題点を解決すべき技術的課題とし、簡単な構造
ながら、組み付けが容易で作業性が向上され、堅牢な構
造物が組み立てることができるようにして、各種構造物
建設産業における立体トラス構造技術利用分野に益する
優れた構造物用ねじ込継手を提供せんとするものである
The purpose of the present invention is to solve the problems of the above-mentioned conventional screw joints for structures, and to assemble a robust structure that has a simple structure, is easy to assemble, improves workability, and is easy to assemble. It is an object of the present invention to provide an excellent screw-in joint for structures that is useful for the field of application of three-dimensional truss structure technology in various structure construction industries.

く問題点を解決するための手段・作用〉上述目的に沿い
先述特許請求の範囲を要旨とするこの発明の構成は、前
述問題点を解決するために、主骨材の結合部に螺合され
るボルトを副骨材に対して溶接等により連結された継手
フレームに内装し、該ボルトのヘッドに雄ねじを延設す
る等してねじ部を形成して、該ねじ部を上記継手フレー
ムに内設されたボルトサポートに螺合させ、又、該ボル
トのシャンク基部の断面形状を6角形等の多角形状に形
成して、該シャンクを継手フレームの主骨材側の端部に
進退動自在に挿通すると共に、主骨材と継手フレームと
の間に介装されるスリーブに軸方向進退自在に外装され
るようにし、而して、該スリーブの断面内側形状を上記
ボルトシャンク基部の断面形状に整合させて、スリーブ
とボルトシャンクとを同調回動自在にし、上記主骨材の
結合部に該スリーブを当接させて回転し、ボルトシャン
ク先部の雄ねじを結合部に螺合させるようにして前進さ
せ、上記ボルトヘッドを継手フレームに内設されたスト
ッパに掛止させて、副骨材をスリーブに外装されたボル
トを介して主骨材に締結するようにして、立体トラス構
造物等の各骨材組み付けを容易にし、現地組み立て工事
の作業性が向上され、その結果、工期の短縮が可能とな
り、更に、接合部の強度が向上されて、堅牢な構造物が
構築することが出来るようにした技術的手段を講じたも
のである。
Means and operation for solving the above-mentioned problems In accordance with the above-mentioned object, the structure of the present invention, which is summarized in the above-mentioned claims, is to solve the above-mentioned problems. A bolt is installed inside the joint frame connected to the secondary aggregate by welding or the like, a threaded part is formed by extending a male thread to the head of the bolt, and the threaded part is installed inside the joint frame. The shank of the bolt is screwed into the provided bolt support, and the cross-sectional shape of the shank base of the bolt is formed into a polygonal shape such as a hexagon, so that the shank can freely move forward and backward from the end of the joint frame on the main aggregate side. At the same time, the sleeve is inserted between the main aggregate and the joint frame so that it can move forward and backward in the axial direction, and the internal cross-sectional shape of the sleeve matches the cross-sectional shape of the base of the bolt shank. By aligning the sleeve and the bolt shank, the sleeve and the bolt shank are rotatable in synchronization, and the sleeve is brought into contact with the joint of the main aggregate and rotated, so that the male thread at the tip of the bolt shank is screwed into the joint. The bolt head is moved forward, and the bolt head is engaged with a stopper installed inside the joint frame, and the secondary aggregate is fastened to the main aggregate via the bolts covered in the sleeve. It makes it easier to assemble each aggregate and improves the workability of on-site assembly work.As a result, it becomes possible to shorten the construction period.Furthermore, the strength of the joints is improved, making it possible to construct a robust structure. It took technical measures to achieve this goal.

〈実施例−構成〉 次に、この発明の1実施例を図面に基づいて説明すれば
以下の通りである。
<Embodiment - Configuration> Next, one embodiment of the present invention will be described below based on the drawings.

第1図において、1は構造物用ねじ込継手であり、立体
トラス構造の建築構造物の骨材を組み立てる際に、主骨
材と該主骨材に組み付けられる副骨材との接合部に使用
される態様であって、該ねじ込継手1は継手フレーム2
に内装されたボルト3と該ボルト3に外装されるスリー
ブ4から構成されている。
In Fig. 1, reference numeral 1 denotes a structural screw joint, which is used at the joint between the main aggregate and the secondary aggregate assembled to the main aggregate when assembling the aggregate of a building structure with a three-dimensional truss structure. In this embodiment, the threaded joint 1 is connected to a joint frame 2.
It is composed of a bolt 3 that is installed inside the bolt 3 and a sleeve 4 that is externally wrapped around the bolt 3.

そして、上記ボルト3は円筒状のボルトヘッド5の一端
にボルトシャンク6が延設され、該ボルトシャンク6は
基部1を断面6角形状に形成されると共に、先部8に雄
ねじを螺刻されていて、一方、上記ボルトヘッド5の他
端にねじ部としての雄ねじ9が上記ボルトシャンク6の
先部8の雄ねじと同一ねじ形状、同一径、同一ピッチに
形成され延設されている。
The bolt 3 has a bolt shank 6 extending from one end of a cylindrical bolt head 5, and the bolt shank 6 has a base 1 having a hexagonal cross section and a tip 8 having a male thread. On the other hand, at the other end of the bolt head 5, a male thread 9 serving as a threaded portion is formed to have the same thread shape, the same diameter, and the same pitch as the male thread at the tip 8 of the bolt shank 6, and extends therefrom.

又、継手フレーム2は外側を略截頭円錐形に形成され、
その拡開側である基部を副骨材10に溶接固定されてお
り、該基部の内側には、第5図に示す様に、ボルトサポ
ートとしてのナツト11がリブi2.12・・・を介し
て支持されており、上記ボルト3が雄ねじ9を上記ナツ
ト11に螺合されると共に、ボルトシャンク6を継手フ
レーム2の狭小側である先端部に対して進退動自在に、
且つ、回動自在に挿通されて内装されており、又、ボル
トヘッド5は継手フレーム2の上記先端部に形成された
ストッパ13に掛合離反自在にされている。
Moreover, the joint frame 2 is formed into a substantially truncated conical shape on the outside,
The base, which is the expanding side, is welded and fixed to the secondary aggregate 10, and on the inside of the base, nuts 11 as bolt supports are inserted through ribs i2, 12... The bolt 3 has a male thread 9 screwed onto the nut 11, and the bolt shank 6 is movable forward and backward relative to the narrow end of the joint frame 2.
In addition, the bolt head 5 is rotatably inserted into the interior, and the bolt head 5 can be engaged with and separated from a stopper 13 formed at the tip of the joint frame 2.

更に、スリーブ4は主骨材の結合部14の接合面15と
継手フレーム2の先端部との間に介装され、ボルトシャ
ンク6に外装されており、該スリーブ4は、第3図に示
す様に、断面6角形に形成され、その断面内側形状をボ
ルトシャンク6の基部7の断面形状と整合されて、該ボ
ルトシャンク6は該スリーブ4に進退動自在にされ、且
つ、相対回動を抑止されて同調回動のみ自在にされてい
る。
Furthermore, the sleeve 4 is interposed between the joint surface 15 of the joint part 14 of the main aggregate and the tip of the joint frame 2, and is covered with the bolt shank 6, and the sleeve 4 is shown in FIG. The bolt shank 6 is formed to have a hexagonal cross-section, and its inner cross-sectional shape is matched with the cross-sectional shape of the base 7 of the bolt shank 6, so that the bolt shank 6 can freely move forward and backward into the sleeve 4, and can prevent relative rotation. It is restrained and only synchronous rotation is allowed.

尚、上記主骨材の結合部14には雌ねじ16が螺刻され
ており、ボルトシャンク6の先部8の雄ねじが螺合され
るようにされ、又、該結合部14の接合面15の径と継
手フレーム2の先端部の端面径はボルトシャンク6の基
部7の断面対角線長と同一にされており、主骨材に副骨
材を組み付けた際に、外観上の見栄えが向上されるよう
にされている。
Incidentally, the connecting portion 14 of the main aggregate is provided with a female thread 16, into which the male thread of the tip 8 of the bolt shank 6 is screwed. The diameter and the end face diameter of the tip of the joint frame 2 are made the same as the cross-sectional diagonal length of the base 7 of the bolt shank 6, and the appearance is improved when the secondary aggregate is assembled to the main aggregate. It's like that.

更に、スリーブ4には第1.3図に図示する様に、覗き
孔17が穿設されており、又、第1図に示す様に、ボル
ト3はボルトヘッド5が図上最右端に位置されている場
合に、ボルトシャンク6の先部8の端面と上記スリーブ
4の主骨材の結合部14側端面とが面一になるように寸
法設定され、主骨材に副骨材を組み付ける際に、ボルト
3の初期送り込みの必要のないようにされている。
Furthermore, the sleeve 4 is provided with a peephole 17, as shown in FIG. In this case, the dimensions are set so that the end face of the tip 8 of the bolt shank 6 and the end face on the side of the connecting part 14 of the main aggregate of the sleeve 4 are flush with each other, and the secondary aggregate is assembled to the main aggregate. In this case, there is no need to initially feed the bolt 3.

〈実施例−作用〉 上述構成において、第1図に示す様に、スリーブ4をボ
ルト3の基部7に外装すると共に、主骨材の結合部14
の接合面15に当接させ、該スリーブ4を回転させてボ
ルト3を同調回転させ、結合部14の雌ねじ16に螺合
させる。
<Embodiment - Effect> In the above structure, as shown in FIG.
The sleeve 4 is rotated to cause the bolt 3 to rotate synchronously and to be screwed into the female thread 16 of the coupling portion 14.

尚、上述ボルト締め込み初期において、ボルト3の雄ね
じ9は継手フレーム2に内設されたナツト11に螺合さ
れているので、ボルト3は同一軸心に沿って前進し、ボ
ルト3の先部8と結合部14の雌ねじ16との位置合せ
が容易となる。
In addition, at the initial stage of bolt tightening, the male thread 9 of the bolt 3 is screwed into the nut 11 installed inside the joint frame 2, so the bolt 3 moves forward along the same axis, and the tip of the bolt 3 8 and the female thread 16 of the coupling portion 14 can be easily aligned.

そして、ボルト3が所定寸法だけ前進すると、上記雄ね
じ9はナツト11から離脱し、更に前進させてボルトヘ
ッド5を継手フレーム2の先端部のストッパ13に掛合
させると、主骨材と副骨材はスリーブ4を挟装させてボ
ルト3により確実に緊締される。
When the bolt 3 moves forward by a predetermined distance, the male thread 9 separates from the nut 11. When the bolt 3 is moved further forward and the bolt head 5 is engaged with the stopper 13 at the tip of the joint frame 2, the main aggregate and the secondary aggregate are separated. is securely tightened by the bolt 3 with the sleeve 4 sandwiched therebetween.

尚、ボルト3の締め込み状態は覗き孔17を介して直接
に作業員により確認される。
Incidentally, the tightened state of the bolt 3 can be directly confirmed by the operator through the peep hole 17.

く他の実施例〉 尚、この考案の実施態、様は上述実施例に限るものでな
いことは勿論であり、ボルトヘッドに形成されるねじ部
はボルトヘッド外周に直接雄ねじを螺刻てもよいし、或
いは、ボルトヘッドにねじ部としての雌ねじを螺刻して
、該雌ねじに螺合する雄ねじをボルトサポートに形成し
てもよい等積々の態様が採用可能である。
Other Embodiments> It goes without saying that the embodiments and aspects of this invention are not limited to the above-mentioned embodiments, and the threaded portion formed on the bolt head may be formed with a male thread directly on the outer periphery of the bolt head. Alternatively, it is possible to employ a number of other embodiments in which a female thread serving as a threaded portion is formed on the bolt head, and a male thread that engages with the female thread is formed on the bolt support.

〈発明の効果〉 以上、この発明によれば、主骨材の結合部に螺合される
ボルトを副骨材に連結されたねじ込み継手の継手フレー
ムに内装し、該継手フレームに内設されたボルトサポー
トに螺合するねじ部を上記ボルトのヘッドに形成し、又
、該ボルトのシャンク基部断面形状を多角形状に形成し
て、該シャンクを継手フレームの主骨材側端部に進退動
自在に挿通すると共に、主骨材と継手フレームとの間に
介装されるスリーブに軸方向進退動自在に外装されるよ
うにし、更に、該スリーブの断面内側形状を上記ボルト
シャンク基部の断面形状に整合させて、スリーブとボル
トシャンクとが同調回動自在されるようにしたことによ
り、上記スリーブの回転によりボルトが主骨材に容易に
送り込まれるようになり、構造物の主骨材と副骨材の組
み付は作業が容易となり、工期短縮が可能になるという
優れた効果が奏される。
<Effects of the Invention> As described above, according to the present invention, the bolts to be screwed into the joints of the main aggregates are internally installed in the joint frame of the threaded joint connected to the secondary aggregates, and the bolts installed internally in the joint frame are A threaded portion that is screwed into the bolt support is formed on the head of the bolt, and the cross-sectional shape of the shank base of the bolt is formed into a polygonal shape, so that the shank can freely move forward and backward toward the main aggregate side end of the joint frame. At the same time, the sleeve is inserted between the main aggregate and the joint frame so as to be able to move forward and backward in the axial direction. By aligning the sleeve and the bolt shank so that they can rotate in unison, the bolt can be easily fed into the main aggregate by the rotation of the sleeve, and the main aggregate and secondary bone of the structure can be easily fed into the main aggregate. Assembling the materials becomes easier and has the advantage of shortening the construction period.

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

図面はこの発明の1実施例を示すものであり、第1図は
締結前の構造物用ねじ込継手の断面図、第2図は締結後
の第1図相当断面図、第3図は第2図111−1断面図
、第4図は第2図rV−rV断面図、第5図は第2図v
−■断面図である。 14・・・結合部、  3・・・ボルト、 10・・・
副骨材、2・・・継手フレーム、  6・・・ボルトシ
ャンク、5・・・ボルトヘッド、 13・・・ストッパ
、1・・・ねじ込継手、11・・・ボルトサポート、9
・・・ねじ部、  1・・・ボルトシャンク基部、4・
・・スリーブ
The drawings show one embodiment of the present invention, and FIG. 1 is a sectional view of a threaded joint for structures before tightening, FIG. 2 is a sectional view equivalent to FIG. 1 after tightening, and FIG. 2 Figure 111-1 sectional view, Figure 4 is Figure 2 rV-rV sectional view, Figure 5 is Figure 2 v
−■ It is a sectional view. 14...Joint part, 3...Bolt, 10...
Secondary aggregate, 2... Joint frame, 6... Bolt shank, 5... Bolt head, 13... Stopper, 1... Threaded joint, 11... Bolt support, 9
...Threaded part, 1...Bolt shank base, 4.
··sleeve

Claims (1)

【特許請求の範囲】[Claims] 主骨材の結合部に螺合されるボルトが副骨材に連結され
る継手フレームに内装され、該ボルトのシャンクが継手
フレームの主骨材側端部に進退動自在に挿通され、ボル
トのヘッドを継手フレームに形成されたストッパに掛合
離反自在にされた構造物用ねじ込継手において、上記継
手フレームに内設のボルトサポートに螺合するねじ部が
上記ボルトヘッドに形成され、ボルトのシャンク基部が
断面多角形に形成されて上記主骨材の結合部と継手フレ
ームとの間に介装されるスリーブに軸方向進退動自在に
外装され、而して該スリーブの断面内側形状がボルトシ
ャンク基部の断面形状に整合されて、該スリーブとボル
トシャンクとが同調回動自在にされていることを特徴と
する構造物用ねじ込継手。
A bolt that is screwed into the joint of the main aggregate is installed in a joint frame that is connected to the secondary aggregate, and the shank of the bolt is inserted into the main aggregate side end of the joint frame so that it can move forward and backward. In a threaded joint for structures in which the head can be freely engaged and separated from a stopper formed on a joint frame, a threaded portion is formed on the bolt head to be threaded into a bolt support built into the joint frame, and the bolt shank The base is formed to have a polygonal cross-section, and is covered with a sleeve that is interposed between the connecting portion of the main aggregate and the joint frame so as to be able to move forward and backward in the axial direction, and the inner cross-sectional shape of the sleeve is shaped like that of a bolt shank. A threaded joint for a structure, characterized in that the sleeve and bolt shank are rotatable in synchronization by matching the cross-sectional shape of the base.
JP10265485A 1985-05-16 1985-05-16 Screw joint for structure Pending JPS61261545A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10265485A JPS61261545A (en) 1985-05-16 1985-05-16 Screw joint for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10265485A JPS61261545A (en) 1985-05-16 1985-05-16 Screw joint for structure

Publications (1)

Publication Number Publication Date
JPS61261545A true JPS61261545A (en) 1986-11-19

Family

ID=14333224

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10265485A Pending JPS61261545A (en) 1985-05-16 1985-05-16 Screw joint for structure

Country Status (1)

Country Link
JP (1) JPS61261545A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1988001323A1 (en) * 1986-08-19 1988-02-25 Kawatetsu Kenzaikogyo Kabushiki Kaisha Junction means of structural member
JPS63186805U (en) * 1987-05-22 1988-11-30

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57107411A (en) * 1980-12-23 1982-07-03 Tomoegumi Iron Works Centralized joint for solid truss
JPS58187607A (en) * 1982-04-24 1983-11-01 林 直治郎 Joint
JPS5915704B2 (en) * 1976-07-14 1984-04-11 太平洋セメント株式会社 Method for improving heavy metal contaminated soil

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5915704B2 (en) * 1976-07-14 1984-04-11 太平洋セメント株式会社 Method for improving heavy metal contaminated soil
JPS57107411A (en) * 1980-12-23 1982-07-03 Tomoegumi Iron Works Centralized joint for solid truss
JPS58187607A (en) * 1982-04-24 1983-11-01 林 直治郎 Joint

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1988001323A1 (en) * 1986-08-19 1988-02-25 Kawatetsu Kenzaikogyo Kabushiki Kaisha Junction means of structural member
US4872779A (en) * 1986-08-19 1989-10-10 Kawatetsu Kenzai Kogyo Kabushiki Kaisha Joint device of structure member
JPS63186805U (en) * 1987-05-22 1988-11-30

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