JP2523952Y2 - High strength bolted joint of square steel pipe and its filler - Google Patents

High strength bolted joint of square steel pipe and its filler

Info

Publication number
JP2523952Y2
JP2523952Y2 JP12448690U JP12448690U JP2523952Y2 JP 2523952 Y2 JP2523952 Y2 JP 2523952Y2 JP 12448690 U JP12448690 U JP 12448690U JP 12448690 U JP12448690 U JP 12448690U JP 2523952 Y2 JP2523952 Y2 JP 2523952Y2
Authority
JP
Japan
Prior art keywords
bolt
steel pipe
rectangular
filler
bolt hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP12448690U
Other languages
Japanese (ja)
Other versions
JPH0482114U (en
Inventor
健治 黒田
捷治 杉山
Original Assignee
ニッテツコラム株式会社
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 ニッテツコラム株式会社 filed Critical ニッテツコラム株式会社
Priority to JP12448690U priority Critical patent/JP2523952Y2/en
Publication of JPH0482114U publication Critical patent/JPH0482114U/ja
Application granted granted Critical
Publication of JP2523952Y2 publication Critical patent/JP2523952Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は構造物の柱等に使用される角形鋼管の高力ボ
ルト接合継手及びそれに用いる充填材に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a high-strength bolted joint of a square steel pipe used for a pillar of a structure and a filler used for the joint.

[従来の技術] 建築構造物の柱等に角形鋼管が広く用いられるように
なってきたが、この角形鋼管相互を軸方向に接合する場
合、その接合継手部には通常、トルシア形高力ボルトが
使用される。このトルシア形高力ボルトは、ねじ部先端
に溝を介してピンテールを穿設したもので、所定の締付
軸力が得られるように構成されている(日本鋼構造協会
規格JSSII09-1981参照)。
[Prior Art] Square steel pipes have been widely used for columns of building structures, etc., and when these square steel pipes are axially joined to each other, usually a torcia-type high-strength bolt is used at the joint. Is used. This torcia-type high-strength bolt is formed by drilling a pin tail at the tip of a threaded portion through a groove so that a predetermined tightening axial force can be obtained (see Japan Steel Structure Association Standard JSSII09-1981). .

このような角形鋼管の接合継手においては、接合箇所
の近い位置にハンドホールを穿ち、内側からトルシア形
高力ボルトのねじ部を円形ボルト孔に挿入したのち、外
側から座金とナットを嵌め、そしてピンテールをボルト
締付け機で固定しつつナットを締付けるようにしてい
る。
In such a joint of a square steel pipe, a hand hole is drilled near the joint, the thread portion of the torcia-type high-strength bolt is inserted into the circular bolt hole from the inside, and then the washer and nut are fitted from the outside, and The nut is tightened while fixing the pin tail with a bolt tightening machine.

[考案が解決しようとする課題] 従来の角形鋼管の高力ボルト接合継手にあっては、ボ
ルトのねじ部を内側からボルト孔に挿入するためのハン
ドホールを形成することが必須であるため、その横断面
積が角形鋼管の横断面積に占める割合が比較的大きくな
り、角形鋼管の断面性能が大幅に低下するという問題が
あった。
[Problem to be Solved by the Invention] In a conventional high-strength bolted joint of a square steel pipe, it is essential to form a hand hole for inserting a screw portion of a bolt into a bolt hole from the inside. The ratio of the cross-sectional area to the cross-sectional area of the square steel pipe is relatively large, and there is a problem that the cross-sectional performance of the square steel pipe is significantly reduced.

本考案は、従来の技術の有するこのような問題点に鑑
みなされたもので、その目的とするところは、ハンドホ
ールを穿設しないで構成することができる角形鋼管の高
力ボルト接合継手及びこれに使用するに適した充填材を
提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the related art, and has as its object to provide a high-strength bolted joint of a square steel pipe which can be configured without drilling a hand hole, and a method of manufacturing the same. The purpose of the present invention is to provide a filler that is suitable for use in a vehicle.

[課題を解決するための手段] 上記目的を達成するため、本考案における、高力ボル
ト接合継手は、角形鋼管とこれに重ねた添え板とに共通
に、長径を前記角形鋼管の管軸に平行にし、かつ、軸部
に垂直な平面形が長円形状乃至長方形状の頭部を有する
トルシア形ボルトの頭部の平面形より少し大きい長円形
乃至長方形状のボルト孔を穿設し、該ボルト孔に外側か
ら、軸部に充填材、座金及びナットを装着したボルトを
頭部から挿入して90°回転したのち、ナットを締付けて
なるものである。
[Means for Solving the Problems] In order to achieve the above object, the high-strength bolted joint of the present invention has a long diameter common to the square steel pipe and the attached plate superimposed on the square steel pipe, and the major axis is set to the pipe axis of the square steel pipe. An oblong or rectangular bolt hole which is parallel and slightly larger than the planar shape of the head of the torcia-shaped bolt having an oblong or rectangular head whose vertical shape is perpendicular to the shaft portion is formed. A bolt having a filler, a washer, and a nut mounted on a shaft is inserted from the head from the outside into the bolt hole, rotated 90 °, and then the nut is tightened.

また、本考案に係る充填材は、長円形状乃至長方形状
のボルト孔より少し小さい長円形状乃至長方形状の外形
と中心にボルト孔とをもつ断面で、締付ける板の総厚よ
り少し短い長さの鋼製筒状体からなり、または、該筒状
体をボルト孔の中心軸と断面の短径とを通る面で略2等
分した鋼製U字状断面体であることを特徴とする。
Further, the filler according to the present invention has a cross section having an oval or rectangular outer shape slightly smaller than an oval or rectangular bolt hole and a bolt hole at the center, and a length slightly shorter than the total thickness of the plate to be tightened. Or a steel U-shaped cross section obtained by dividing the cylindrical body into approximately two equal parts by a plane passing through the central axis of the bolt hole and the short diameter of the cross section. I do.

なお、座金は外径が上記のボルト孔の長径よりも一回
り大きいものであることが好ましい。
It is preferable that the washer has an outer diameter slightly larger than the major diameter of the bolt hole.

上記において、長円形状乃至長方形状とは、長円形、
小判形、角切り長方形、長方形等を含む。
In the above, the oval to rectangular shape is an oval,
Includes oval, rectangular, rectangular, etc.

[作用] 上記のように構成された角形鋼管の高力ボルト接合継
手及びその充填材において、ボルト頭部及びボルト軸部
に装着された充填材の軸部に垂直な平面形が長円形状乃
至長方形状であり、かつその外形が角形鋼管及び添え板
の共通のボルト孔の長円形状乃至長方形状の内形よりも
少し小さいため、ボルト頭部及びボルト軸部に装着され
た充填材を外側から挿入することができ、そしてボルト
頭部を90°回転したのちナットを締付ければ頭部の裏面
が角形鋼管内面または内側添え板に接触してボルト張力
の反力を得ることができるため、ボルト本来の締付けの
働きをする。
[Operation] In the high-strength bolted joint of the square steel pipe configured as described above and the filler thereof, the planar shape perpendicular to the bolt head and the shaft of the filler mounted on the bolt shaft is formed into an elliptical shape or more. Since it is rectangular and its outer shape is slightly smaller than the elliptical or rectangular inner shape of the common bolt hole of the square steel pipe and attachment plate, the filler attached to the bolt head and bolt shaft must be After turning the bolt head 90 ° and tightening the nut, the back surface of the head can contact the inner surface of the square steel pipe or the inner attachment plate to obtain the reaction force of bolt tension, Performs the original tightening function of the bolt.

また、角形鋼管及び添え板の長円形状乃至長方形状の
ボルト孔と円形断面のボルト軸部との間隙に充填材が装
着されているため、角形鋼管と添え板との間にボルト張
力による摩擦力が働かない場合には角形鋼管と添え板と
の間に働く剪断力に対して充填材とボルトとが抵抗する
ので、この継手はせん断ボルト接合として働くことがで
きる。
In addition, since the filler is installed in the gap between the oval or rectangular bolt hole of the rectangular steel pipe and the attachment plate and the bolt shaft portion of the circular cross section, friction due to bolt tension between the square steel pipe and the attachment plate If no force acts, the joint and the bolt can resist shearing forces acting between the square steel tube and the backing plate, so that the joint can act as a shear bolt joint.

[実施例] 以下実施例について図面を参照して説明する。Example An example will be described below with reference to the drawings.

本考案において用いるボルトは、第1図に示すよう
に、軸部11の一端に、該軸部11に垂直な平面形の短径が
軸径より少し大きい小判形状の頭部12を一体的に形成す
ると共に、他端に向けてねじ部13、溝部14及びピンテー
ル15を形成してトルシア形の特殊な高力ボルト1であ
る。なお、ピンテール15の端面には頭部12の長径に平行
な標識16を付設した。
As shown in FIG. 1, the bolt used in the present invention has an oval-shaped head 12 integrally formed at one end of a shaft 11 with a flat minor axis slightly larger than the shaft diameter. A special high-strength torcia-shaped bolt 1 is formed and formed with a screw portion 13, a groove portion 14 and a pin tail 15 toward the other end. The end face of the pin tail 15 was provided with a marker 16 parallel to the major axis of the head 12.

また、充填材は、第2図又は第3図に示すように、ボ
ルト頭部11の平面形と同じ外形と中心にボルト孔72とを
もつ断面で、角形鋼管4と添え板5の板の総厚より少し
短い長さの鋼製筒状体7又はこれをボルト孔72の中心軸
と断面の短径とを通る面で略2分割した鋼製U字状体71
とした。
As shown in FIG. 2 or FIG. 3, the filler has a cross section having the same outer shape as the planar shape of the bolt head 11 and a bolt hole 72 at the center, and is formed of the rectangular steel pipe 4 and the plate of the attachment plate 5. A steel tubular body 7 having a length slightly shorter than the total thickness or a steel U-shaped body 71 obtained by dividing the steel tubular body 7 into approximately two parts by a plane passing through the central axis of the bolt hole 72 and the minor axis of the cross section.
And

さらに、座金2は、第4図及び第5図に示すように、
外形が後述のボルト孔6の長径より一回り大きい丸座金
に形成した。
Further, as shown in FIGS. 4 and 5,
The round washer whose outer shape was slightly larger than the major axis of the bolt hole 6 described later was formed.

上述したボルト、充填材及び座金を用いた、角形鋼管
の高力ボルト接合継手は、第4図に示すように、角形鋼
管4とこれに重ねた添え板5とに、長径を前記角形鋼管
4の管軸に平行にし、かつ、ボルト頭部12の外形より少
し大きい小判形のボルト孔6を穿設し、軸部11に充填材
7、座金2、ナット3を装着し、ピンテール15をボルト
締付け機のインナーソケット(図示せず)で固定し、ナ
ット3をアウターソケット(図示せず)でつかんだボル
ト1の頭部12からこのボルト孔6に挿入し、締付け機を
90°回転させることにより頭部12を90°回転して第6図
の如く頭部12を鋼管4にて係止したのち、アウターソケ
ットでナット3を回転して締付け、所定の締付けトルク
値になったとき、第4図に示すように溝部14が破断して
ピンテール15が除去され、更に標識16がボルト孔6の短
径方向になっていることを確認して完成した。
As shown in FIG. 4, a high-strength bolted joint of a square steel pipe using the above-described bolt, filler, and washer has a rectangular steel pipe 4 and a side plate 5 superimposed on the same, and has a long diameter of the square steel pipe 4. An oval bolt hole 6 that is parallel to the pipe axis and slightly larger than the outer shape of the bolt head 12 is drilled, the filler 7, the washer 2, and the nut 3 are mounted on the shaft 11, and the pin tail 15 is bolted. It is fixed by the inner socket (not shown) of the tightening machine, and the nut 3 is inserted into the bolt hole 6 from the head 12 of the bolt 1 gripped by the outer socket (not shown).
By rotating the head 12 by 90 °, the head 12 is rotated by 90 ° and the head 12 is locked by the steel pipe 4 as shown in FIG. 6, and then the nut 3 is rotated and tightened by the outer socket to obtain a predetermined tightening torque value. 4, the groove 14 was broken and the pin tail 15 was removed as shown in FIG. 4, and it was confirmed that the marker 16 was located in the minor axis direction of the bolt hole 6 and completed.

[考案の効果] 本考案は、上述のとおり構成されているので、次に記
載する効果を奏する。
[Effects of the Invention] Since the present invention is configured as described above, the following effects can be obtained.

請求項1の角形鋼管の高力ボルト接合継手において
は、角形鋼管と添え板のボルト孔にT形の頭部を有する
トルシア形ボルトを外側から挿入しセットでき、かつ、
同じく外側からだけで充填材、座金やナットを取付けて
ボルト締付けができることから、継手の完成に従来のよ
うな手間がかからず、非常に作業性がよい。しかも、従
来のようなハンドホールを設けず、かつ、ボルト孔がそ
の長径を管軸に平行に形成しているので、角形鋼管の断
面性能の低下が防止できる。
In the high-strength bolted joint for a rectangular steel pipe according to claim 1, a torcia-shaped bolt having a T-shaped head can be inserted and set from the outside into the bolt hole of the rectangular steel pipe and the attachment plate, and
Similarly, since the bolts can be tightened by attaching the filler, the washer and the nut only from the outside, the completion of the joint does not require the trouble as in the past, and the workability is very good. In addition, since the conventional handhole is not provided and the bolt hole has its major axis formed parallel to the pipe axis, it is possible to prevent the cross-sectional performance of the rectangular steel pipe from deteriorating.

また、請求項2及び請求項3の充填材においては、こ
の継手はせん断ボルト接合としても働くことができるの
で、この継手が本来発揮すべき摩擦接合が万一働かなか
った場合にも安全性が確保できる。
Further, in the filler according to claims 2 and 3, since this joint can also function as a shear bolt joint, safety is ensured even if the friction joint that this joint should originally exhibit does not work. Can be secured.

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

第1図は本考案にて用いるボルト例を示す斜視図、第2
図及び第3図は本考案の充填材の実施例を示す斜視図、
第4図は本考案の角形鋼管の高力ボルト接合継手のボル
ト挿入時の部分縦断面図、第5図はその完成時の部分縦
断面図、第6図は第5図のA-A矢視図である。 1……ボルト、11……軸部、12……頭部、13……ねじ
部、14……溝部、15……ピンテール、16……標識、2…
…座金、21……丸孔、3……ナット、4……角形鋼管、
5……添え板、6……ボルト孔、7……充填材、71……
U字状体、72……ボルト孔
FIG. 1 is a perspective view showing an example of a bolt used in the present invention, and FIG.
FIG. 3 and FIG. 3 are perspective views showing an embodiment of the filler of the present invention.
FIG. 4 is a partial longitudinal sectional view of the high-strength bolted joint of the square steel pipe according to the present invention when a bolt is inserted, FIG. 5 is a partial longitudinal sectional view of the completed rectangular joint, and FIG. 6 is a sectional view taken along the line AA of FIG. It is. 1 ... bolt, 11 ... shaft, 12 ... head, 13 ... screw, 14 ... groove, 15 ... pin tail, 16 ... sign, 2 ...
... washer, 21 ... round hole, 3 ... nut, 4 ... square steel pipe,
5 ... attachment plate, 6 ... bolt holes, 7 ... filler, 71 ...
U-shaped body, 72 bolt holes

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】角形鋼管(4)とこれに重ねた添え板
(5)とに共通に、長径を前記角形鋼管(4)の管軸に
平行にし、かつ、軸部に垂直な平面形が長円形状乃至長
方形状の頭部(12)を有するトルシア形ボルト(1)の
頭部(12)の平面形より少し大きい長円形状乃至長方形
状のボルト孔(6)を穿設し、前記ボルト孔(6)に外
側から、軸部(11)に充填材(7)、座金(2)及びナ
ット(3)を装着したボルト(1)を頭部(12)から挿
入して90°回転したのち、ナット(3)を締付けて形成
したことを特徴とする角形鋼管の高力ボルト接合継手。
1. A rectangular steel pipe (4) and a side plate (5) superimposed thereon have a major axis parallel to the pipe axis of the rectangular steel pipe (4) and a flat shape perpendicular to the shaft part. An oblong or rectangular bolt hole (6) slightly larger than the planar shape of the head (12) of the torcia-shaped bolt (1) having an oblong or rectangular head (12) is formed. Insert the bolt (1) with the filler (7), washer (2) and nut (3) attached to the shaft (11) from the outside through the bolt hole (6) from the head (12) and rotate it 90 ° After that, a nut (3) is tightened to form a high-strength bolted joint of a square steel pipe.
【請求項2】長円形状乃至長方形状のボルト孔(6)よ
り少し小さい長円形状乃至長方形状の外形と中心にボル
ト孔(72)とをもつ断面で、締付ける板の総厚より少し
短い長さの鋼製筒状体であることを特徴とする充填材。
2. A cross section having an oval or rectangular outer shape slightly smaller than an oval or rectangular bolt hole (6) and a bolt hole (72) at the center, and slightly shorter than the total thickness of the plate to be tightened. A filler characterized by being a steel tubular body having a length.
【請求項3】鋼製筒状体をボルト孔(72)の中心軸と断
面の短径とを通る面で略2分割した鋼製U字状断面体に
て構成したことを特徴とする請求項2記載の充填材。
3. A steel U-shaped cross-section which is substantially divided into two parts by a plane passing through a central axis of a bolt hole (72) and a short diameter of a cross-section. Item 7. The filler according to Item 2.
JP12448690U 1990-11-27 1990-11-27 High strength bolted joint of square steel pipe and its filler Expired - Lifetime JP2523952Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12448690U JP2523952Y2 (en) 1990-11-27 1990-11-27 High strength bolted joint of square steel pipe and its filler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12448690U JP2523952Y2 (en) 1990-11-27 1990-11-27 High strength bolted joint of square steel pipe and its filler

Publications (2)

Publication Number Publication Date
JPH0482114U JPH0482114U (en) 1992-07-16
JP2523952Y2 true JP2523952Y2 (en) 1997-01-29

Family

ID=31872135

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12448690U Expired - Lifetime JP2523952Y2 (en) 1990-11-27 1990-11-27 High strength bolted joint of square steel pipe and its filler

Country Status (1)

Country Link
JP (1) JP2523952Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012177431A (en) * 2011-02-25 2012-09-13 Mitsubishi Heavy Ind Ltd Bolt mounting structure, and nuclear fuel storage pit

Also Published As

Publication number Publication date
JPH0482114U (en) 1992-07-16

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