JP2001182734A - Chuck for bolt in connection between beam and square steel pipe column - Google Patents

Chuck for bolt in connection between beam and square steel pipe column

Info

Publication number
JP2001182734A
JP2001182734A JP37032499A JP37032499A JP2001182734A JP 2001182734 A JP2001182734 A JP 2001182734A JP 37032499 A JP37032499 A JP 37032499A JP 37032499 A JP37032499 A JP 37032499A JP 2001182734 A JP2001182734 A JP 2001182734A
Authority
JP
Japan
Prior art keywords
bolt
chuck
square steel
steel pipe
pipe column
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
JP37032499A
Other languages
Japanese (ja)
Inventor
Ryohei Watanabe
良平 渡辺
Kichinosuke Inoue
吉之助 井上
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.)
KONDO KOZAI KK
Original Assignee
KONDO KOZAI 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 KONDO KOZAI KK filed Critical KONDO KOZAI KK
Priority to JP37032499A priority Critical patent/JP2001182734A/en
Publication of JP2001182734A publication Critical patent/JP2001182734A/en
Pending legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a chuck capable of surely grasping a bolt and to readily attach it in connection between beam and square steel pipe column with bolt. SOLUTION: This chuck has a holding portion (1) to screw bolt by threading with a thread (41) of the bolt (4) and wire type guide portion (2), which is connected to edge of holding portion (1) and is longer than width of square steel pipe column. It is preferable that the holding portion (1) be wound as a thread or molded in cylinder with an inner thread, so that a piano wire material or hard synthetic resin which has abrasion resistance and elasticity be used. It is better that the whole length of guide portion (2) have a slight curvature.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は長尺な角形鋼管柱の
外部からその内壁に誘導して梁接合ボルトが配置される
ための角形鋼管柱に於ける梁接合ボルト用チャックに関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam joint bolt chuck for a rectangular steel tube column in which a beam joint bolt is arranged to guide a long rectangular steel tube column from the outside to an inner wall thereof.

【0002】[0002]

【従来の技術】従来、閉鎖断面を有する角形鋼管柱とH
形鋼等の梁との接合は、角形鋼管柱の任意の位置で且つ
その内壁へ梁接合ボルトを直接に取付けるボルト工法は
なかった。このため、本発明者が特願平11−3538
59号「角形鋼管柱に於ける梁接合用ボルトの取付方
法」を提案したところである。
2. Description of the Related Art Conventionally, a square tubular column having a closed cross section and an H
For joining with beams such as shaped steel, there has been no bolt construction method of directly attaching beam joining bolts to an arbitrary position of a rectangular steel tubular column and to the inner wall thereof. For this reason, the present inventor has filed Japanese Patent Application No. 11-3538.
No. 59 has just proposed a method of mounting beam connecting bolts in a square steel tubular column.

【0003】本発明は特願平11−353859号「角
形鋼管柱に於ける梁接合用ボルトの取付方法」で使用す
るために提案したものであり、梁接合ボルトを確実に把
持して簡単に取付けることが出来る角形鋼管柱に於ける
梁接合ボルト用チャックを提供することを目的とする。
The present invention has been proposed for use in Japanese Patent Application No. 11-353859, entitled "Method of Mounting Beam Joint Bolts on Rectangular Steel Tube Columns". An object of the present invention is to provide a chuck for a beam connection bolt in a square steel pipe column that can be attached.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に本発明は成されたものであり、つまり、梁接合ボルト
のネジ部と螺合する支持部と、該支持部に連結させると
共に角形鋼管柱の幅よりも少なくとも長いワイヤー状の
導入部とから構成させる。又、支持部を螺旋状に形成す
るか或いは内部にネジ山が刻設された円筒状に形成する
と良く、耐摩耗性と弾力性を有した硬質合成樹脂或いは
ピアノ線材を用いると良い。更に導入部全体が若干反り
を持たせて形成すると更に良い。尚、本発明で言う「ネ
ジ部と螺合する」とは、ネジ山に係止して螺合状態にな
るものも含むものとする。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention has been made. That is, a supporting portion to be screwed with a thread portion of a beam connecting bolt is connected to the supporting portion, and a rectangular shape is formed. And a wire-like introduction part at least longer than the width of the steel pipe column. Further, the support portion may be formed in a spiral shape or in a cylindrical shape with a thread cut therein, and a hard synthetic resin or a piano wire having wear resistance and elasticity may be used. Further, it is more preferable that the entire introduction portion is formed so as to be slightly warped. In the present invention, “to be screwed with the screw portion” includes a screw thread that is engaged with the screw thread.

【0005】[0005]

【発明の実施の形態】図1は本発明の実施形態を示す図
であり、これに基づいて説明する。(1)は梁接合ボル
ト(4)のネジ部(41)と螺合する支持部(1)であ
り、該支持部(1)はピアノ線材を螺旋状に巻回して形
成させている。この時の螺旋状としては外形が密着され
て巻回すると良い。(2)はピアノ線材を螺旋状に巻回
した端部と連続する導入部であり、その長さとしては角
形鋼管柱(5)の幅の2〜3倍を目安とし、特には20
cm〜60cmの長さが好ましい。尚、前記支持部(1)と
前記導入部(2)の材質はピアノ線材に限定されるもの
ではない。(3)は任意の位置に梁接合ボルト(4)用
の取付穴(31)を穿設させると共に挿入穴(32)を穿設さ
せた長尺な角形鋼管柱である。(4)は梁接合ボルトで
あり、六角ボルトやトルシア形高力ボルトを用いる。
(5)は梁接合ボルト(4)を取付けるための穴(51)
が穿設された補強鋼板であり、(6)はスプリットT型
鋼などの接合金物であり、(7)はワッシャで、(8)
は梁接合ボルト(4)に螺合するナットである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a diagram showing an embodiment of the present invention, and the description will be made based on this. (1) is a support part (1) screwed with the thread part (41) of the beam connecting bolt (4), and the support part (1) is formed by spirally winding a piano wire. At this time, it is preferable that the spiral is wound with the outer shape closely contacted. (2) is an introduction portion which is continuous with an end portion of the piano wire spirally wound, and its length is approximately two to three times as large as the width of the rectangular steel pipe column (5).
A length of 60 cm to 60 cm is preferred. In addition, the material of the support part (1) and the introduction part (2) is not limited to a piano wire. (3) is an elongated rectangular steel pipe column in which a mounting hole (31) for a beam connecting bolt (4) is formed at an arbitrary position and an insertion hole (32) is formed. (4) is a beam connecting bolt, which uses a hexagonal bolt or a torcia-type high-strength bolt.
(5) is a hole (51) for mounting the beam connecting bolt (4)
(6) is a metal joint such as a split T-type steel, (7) is a washer, and (8)
Is a nut screwed into the beam connecting bolt (4).

【0006】図2は本発明の別実施形態を示す図であ
り、これは前記実施形態と比べると、支持部(1)と導
入部(2)が三角形の断面を有した線材で形成されてい
る。その材質としては金属製或いは耐摩耗性と弾力性を
有した硬質合成樹脂などを用い、それで一体成形させる
と良い。また前記導入部(2)全体が若干反りを持たせ
て成形すると良い。
FIG. 2 is a view showing another embodiment of the present invention. Compared with the above embodiment, the support portion (1) and the introduction portion (2) are formed of a wire having a triangular cross section. I have. As the material, a metal or a hard synthetic resin having abrasion resistance and elasticity is used, and it is preferable to integrally mold it. Further, it is preferable that the whole of the introduction part (2) is slightly warped and molded.

【0007】図3は本発明の他の実施形態を示す図であ
り、これは前記実施形態と比べると、前記支持部(1)
が円筒状に形成されると共にその内壁にはネジ山(11)
が刻設されている。また円筒状の外径は角形鋼管柱
(3)の取付穴(31)よりも若干小さくする。また前記
支持部(1)と導入部(2)は少なくとも耐摩耗性を有
した硬質合成樹脂或いは金属で一体成形させ、且つ前記
導入部(2)全体が若干反りを持たせて成形すると良
い。
FIG. 3 is a view showing another embodiment of the present invention, which is different from the above-mentioned embodiment in that the support portion (1)
Is formed in a cylindrical shape and the inner wall has a thread (11)
Is engraved. The cylindrical outer diameter is made slightly smaller than the mounting hole (31) of the square steel pipe column (3). Further, it is preferable that the support part (1) and the introduction part (2) are integrally formed of a hard synthetic resin or a metal having at least abrasion resistance, and that the whole of the introduction part (2) is slightly warped.

【0008】次に本発明の使い方について説明する。先
ず始めに梁接合ボルト(4)のネジ部(41)の先端部を
本発明品の支持部(1)の中に入れながら螺合させて支
持する(図4、図5参照)。尚、この時、螺旋状に形成
した支持部(1)が用いられる場合には、支持部(1)
の内部にネジ部(41)を押し込んで支持部(1)の内径
を広げて差込んだ後、左右移動させるだけで、ネジ山の
間に線材が密着されて係止し螺合された状態となるた
め、簡単に支持出来るものとなる。次に梁接合ボルト
(4)を螺合させた状態で導入部(2)を、角形鋼管柱
(3)の挿入穴(32)に差込む。そして所定の取付穴
(31)へ目指して導入部(2)の先端を挿通させる。こ
の時、導入部(2)全体を反らせておくと、目的の取付
穴(31)へ誘導し易くなる。その後、外部に突出した導
入部(2)を手で引張ると、図5に示すように梁接合ボ
ルト(4)が左側から挿入穴(32)を挿通して角形鋼管
柱(3)の内部に入る。更に梁接合ボルト(4)のネジ
部(41)の先端が取付穴(31)に挿入されて右側へ突出
する。この時、梁接合ボルト(4)は挿入穴(32)から
差込んで対向面或いは横面に設けた取付穴(31)に梁接
合ボルト(4)を簡単に配置させることが出来るのであ
る。次にネジ部(41)が突出したら、導入部(2)の先
端を穴(51)と穴(61)へ一気に差込んで補強鋼板
(5)と接合金物(6)から出して梁接合ボルト(4)
のネジ部(41)をそれらから突出させて、ワッシャ
(7)とナット(8)を取付け、且つ前記取付穴(31)
が穴(51)と穴(61)からずれないように、梁接合ボル
ト(4)或いは図示しない冶具棒を挿入して、角形鋼管
柱(3)に補強鋼板(5)と接合金物(6)を仮止めさ
せる。その後、ネジ山(11)或いは螺旋状の支持部
(1)から梁接合ボルト(4)のネジ部(41)を外せば
良い。
Next, how to use the present invention will be described. First, the distal end of the thread portion (41) of the beam connecting bolt (4) is screwed and supported while being inserted into the support portion (1) of the present invention (see FIGS. 4 and 5). At this time, when the support part (1) formed in a spiral shape is used, the support part (1) is used.
After the screw (41) is pushed into the inside of the support and the inner diameter of the support (1) is expanded and inserted, simply by moving it to the left and right, the wire is tightly fitted between the threads and locked and screwed. Therefore, it can be easily supported. Next, with the beam connecting bolt (4) screwed, the introduction part (2) is inserted into the insertion hole (32) of the square steel tubular column (3). Then, the leading end of the introduction portion (2) is inserted toward the predetermined mounting hole (31). At this time, if the entire introduction part (2) is warped, it is easy to guide the introduction part (2) to the target mounting hole (31). Thereafter, when the introduction portion (2) protruding to the outside is pulled by hand, the beam connecting bolt (4) is inserted through the insertion hole (32) from the left side into the inside of the rectangular steel pipe column (3) as shown in FIG. enter. Further, the tip of the thread portion (41) of the beam connecting bolt (4) is inserted into the mounting hole (31) and protrudes rightward. At this time, the beam connecting bolt (4) is inserted from the insertion hole (32), and the beam connecting bolt (4) can be easily arranged in the mounting hole (31) provided on the facing surface or the lateral surface. Next, when the screw portion (41) protrudes, the tip of the introduction portion (2) is inserted into the hole (51) and the hole (61) at a stretch, and is taken out of the reinforcing steel plate (5) and the metal joint (6), and the beam joint bolt is formed. (4)
Of the screw (41) from them, the washer (7) and the nut (8) are attached, and the mounting hole (31)
Insert a beam connecting bolt (4) or a jig rod (not shown) so that the steel plate does not deviate from the hole (51) and the hole (61), and the reinforcing steel plate (5) and the metal fitting (6) are inserted into the square steel pipe column (3). Is temporarily stopped. Then, the screw part (41) of the beam joining bolt (4) may be removed from the screw thread (11) or the spiral support part (1).

【0009】次に取付ける梁接合ボルト(4)は上記同
様にしてネジ部(41)の先端部が支持部(1)で支持さ
れて、梁接合ボルト(4)は挿入穴(32)を挿通すると
共にネジ部(41)の先端は取付穴(31),穴(51),穴
(61)を通過して接合金物(6)の表面から突出し、そ
こにワッシャ(7)を挿入してナット(8)を螺合させ
れば良い。このように梁接合ボルト(4)を順次取付穴
(31),穴(51),穴(61)に通過させて接合金物
(6)から突出し、ワッシャ(7)を挿入してナット
(8)を螺合させる。そして最後に穴ずれしないように
挿通した梁接合ボルト(4)或いは前記冶具棒を抜き、
上記要領で梁接合ボルト(4)を角形鋼管柱(3)の内
壁に配置させれば良い(図5参照)。尚、角形鋼管柱
(3)の内壁に梁接合ボルト(4)を配置させる手順は
他の順序、例えば梁接合ボルト(4)を角形鋼管柱
(3)の内壁に全て配置させた後、補強鋼板(5)と接
合金物(6)を仮止めしても良く、詳細については特願
平11−353859号「角形鋼管柱に於ける梁接合用
ボルトの取付方法」で説明したところであり、これ以上
の説明は省略する。
In the same manner as described above, the beam connecting bolt (4) to be mounted has the tip of the screw portion (41) supported by the support portion (1), and the beam connecting bolt (4) is inserted through the insertion hole (32). At the same time, the tip of the screw portion (41) passes through the mounting hole (31), the hole (51), and the hole (61) and protrudes from the surface of the joint hardware (6), into which a washer (7) is inserted and a nut is inserted. (8) may be screwed together. In this way, the beam connecting bolt (4) is sequentially passed through the mounting hole (31), the hole (51), and the hole (61) to protrude from the metal joint (6), and the washer (7) is inserted into the nut (8). Screw. Finally, pull out the beam connecting bolt (4) or the jig rod that was inserted so that the hole would not shift.
The beam connecting bolt (4) may be arranged on the inner wall of the square steel tubular column (3) as described above (see FIG. 5). The procedure for arranging the beam connecting bolts (4) on the inner wall of the square steel tubular column (3) is in another order, for example, after arranging the beam connecting bolts (4) on the inner wall of the square steel tubular column (3), and then reinforcing. The steel plate (5) and the joint hardware (6) may be temporarily fixed, and the details have been described in Japanese Patent Application No. 11-353859, "Method of Mounting Beam Joint Bolts on Rectangular Steel Tube Column". The above description is omitted.

【0010】[0010]

【発明の効果】本発明はこのように構成させたことによ
り、下記に記載する効果を有する。
The present invention having the above-described structure has the following effects.

【0011】請求項1のように梁接合ボルト(4)のネ
ジ部(41)と螺合する支持部(1)と、該支持部(1)
と連結すると共に角形鋼管柱(3)の幅よりも少なくと
も長いワイヤー状の導入部(2)とから構成することに
より、梁接合ボルト(4)を簡単に支持させることが出
来る。また本発明の梁接合ボルト用チャックを用いて梁
接合を行うと、梁接合ボルト(4)を挿入穴(32)に挿通
させて任意の取付穴(31)からネジ部(41)の先端を引
出して突出させ、角形鋼管柱(3)の内壁へ直接に取付
けることが容易に出来るものとなるため、閉鎖断面を有
する角形鋼管柱(3)の任意位置の取付穴(31)であっ
ても梁接合ボルト(4)をその内壁から外部へ突出させ
て取付けることが可能となると共に角形鋼管柱(3)に
補強鋼板(5)や接合金物(6)を梁接合ボルト(4)と
ナット(8)で容易に取付けて固定することが出来る。従
って、従来の梁接合用の加工取付方法と比較して組立工
数が減少され工期短縮やコスト削減等の効果を高めるも
のとなる。しかも長尺な角形鋼管柱(3)の板厚が変化
するものに対しても、簡単で手間が掛らず梁接合ボルト
(4)を長尺な角形鋼管柱(3)の内壁に取付けること
ができ、穴ずれもなく、作業性が良好なものとなる。更
に梁接合ボルト(4)としてトルシア形高力ボルトを用
いて接合すれば、規定の締付トルクを確保した状態で締
結作業が可能となり、ナット(8)の弛みチェックが不
要となると共に角形鋼管柱(3)と梁の接合強度の品質
が安定し、且つ接合施工のコストダウンに貢献出来るも
のとなる。
A support part (1) screwed to a thread part (41) of a beam connecting bolt (4) as in claim 1, and the support part (1)
And a wire-like introduction part (2) at least longer than the width of the rectangular steel pipe column (3), the beam joint bolt (4) can be easily supported. When beam joining is performed using the beam joining bolt chuck of the present invention, the beam joining bolt (4) is inserted into the insertion hole (32), and the tip of the screw portion (41) is inserted from an arbitrary mounting hole (31). Since it can be easily pulled out and protruded and directly attached to the inner wall of the rectangular steel pipe column (3), even if the mounting hole (31) of the rectangular steel pipe column (3) having a closed cross section is located at any position. The beam joint bolt (4) can be mounted by projecting from the inner wall thereof to the outside, and the reinforcing steel plate (5) or the joint hardware (6) can be attached to the square steel tube column (3) by the beam joint bolt (4) and the nut (4). 8) It can be easily attached and fixed. Therefore, the number of assembling steps is reduced as compared with the conventional work attachment method for beam joining, and the effects of shortening the construction period and reducing costs are enhanced. In addition, even when the plate thickness of the long rectangular steel tube column (3) varies, the beam connecting bolt (4) is attached to the inner wall of the long rectangular steel tube column (3) easily and without any trouble. And workability is good without hole displacement. Furthermore, if the torsion-type high-strength bolts are used as the beam connecting bolts (4), the fastening work can be performed with the specified tightening torque secured, so that the nut (8) does not need to be checked for looseness and the square steel pipe can be used. The quality of the joining strength between the column (3) and the beam is stabilized, and it is possible to contribute to the cost reduction of the joining work.

【0012】請求項2のように支持部(1)を螺旋状に
形成すると共にその端部を導入部(2)に連続して形成
させることにより、梁接合ボルト(4)のネジ部(41)
先端の支持が簡単に出来ると共に角形鋼管柱(3)の挿
入穴(32) から取付穴(31)への誘導が容易に且つ確実
に行える。また製作が簡単に行え安価に市販出来るもの
となる。
According to the second aspect of the present invention, the support portion (1) is formed in a spiral shape and its end is formed continuously with the introduction portion (2), so that the screw portion (41) of the beam connecting bolt (4) is formed. )
The support of the tip can be easily performed, and the guide from the insertion hole (32) of the rectangular steel pipe column (3) to the mounting hole (31) can be easily and reliably performed. In addition, it can be easily manufactured and can be marketed at low cost.

【0013】請求項3に示すように支持部(1)として
三角形の断面を有した線材で螺旋状に形成することによ
り、梁接合ボルト(4)のネジ部(41)との接触面積
が、丸形よりも増加するため、支持がより確実に行える
ものとなる。また梁接合ボルト(4)を支持した際の支
持部(1)外径が小さくできるので、梁接合ボルト
(4)の誘導がより一層し易くなる。
According to a third aspect of the present invention, by forming the support portion (1) in a spiral shape with a wire having a triangular cross section, the contact area of the beam connection bolt (4) with the screw portion (41) is reduced. Since it is larger than the round shape, the support can be performed more reliably. Further, since the outer diameter of the support portion (1) when supporting the beam joining bolt (4) can be reduced, the beam joining bolt (4) can be more easily guided.

【0014】請求項4に示すように支持部(1)として
内部にネジ山(11)が刻設された円筒状で且つその外径
は取付穴(51)より若干小さく形成することにより、梁
接合ボルト(4)の支持が安定したものになる。
According to a fourth aspect of the present invention, the support portion (1) is formed in a cylindrical shape having a thread (11) formed therein and has an outer diameter slightly smaller than that of the mounting hole (51). The support of the joining bolt (4) becomes stable.

【0015】請求項5のように耐摩耗性と弾力性を有し
た硬質合成樹脂で支持部(1)を形成させることによ
り、量産することが出来るため、安価で市販することが
可能となる。
By forming the support portion (1) with a hard synthetic resin having abrasion resistance and elasticity as described in claim 5, mass production can be achieved, so that it can be marketed at low cost.

【0016】請求項6のようにピアノ線材で支持部
(1)と導入部(2)を形成することにより、製造が簡
単であり、且つ使用中に導入部(2)が変形しても簡単
に直すことが出来るものとなる。
By forming the support portion (1) and the introduction portion (2) with a piano wire as in claim 6, it is easy to manufacture and even if the introduction portion (2) is deformed during use. It can be corrected to.

【0017】請求項7に示すように導入部(2)全体に
若干反りを持たせることにより、角形鋼管柱(3)の挿
入穴(32)から目的の取付穴(31)に梁接合ボルト
(4)を比較的容易に誘導し易いものとなる。
According to a seventh aspect of the present invention, by slightly warping the entire introduction portion (2), the beam connection bolt (32) is inserted from the insertion hole (32) of the square steel tubular column (3) to the target mounting hole (31). 4) is relatively easily induced.

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

【図1】本発明の実施形態を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】本発明の別実施形態を示す斜視図である。FIG. 2 is a perspective view showing another embodiment of the present invention.

【図3】本発明の他の実施形態を示す斜視図である。FIG. 3 is a perspective view showing another embodiment of the present invention.

【図4】梁接合ボルトが支持される状態の一例を示す説
明図である。
FIG. 4 is an explanatory view showing an example of a state in which a beam joining bolt is supported.

【図5】本発明の使用状態を示す説明図である。FIG. 5 is an explanatory diagram showing a use state of the present invention.

【図6】本発明品を使用して角形鋼管柱に補強鋼板と接
合金物が取付けられる状態を示す説明図である。
FIG. 6 is an explanatory view showing a state in which a reinforcing steel plate and a joint hardware are attached to a square steel tubular column using the product of the present invention.

【符号の説明】[Explanation of symbols]

1 支持部 11 ネジ山 2 導入部 3 角形鋼管柱 31 取付穴 4 梁接合ボルト 41 ネジ部 DESCRIPTION OF SYMBOLS 1 Support part 11 Thread 2 Introductory part 3 Square steel pipe column 31 Mounting hole 4 Beam connection bolt 41 Screw part

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 梁接合ボルト(4)のネジ部(41)と螺
合する支持部(1)と、該支持部(1)に連結させると
共に角形鋼管柱(3)の幅よりも少なくとも長いワイヤ
ー状の導入部(2)とから構成したことを特徴とする角
形鋼管柱に於ける梁接合ボルト用チャック。
1. A support part (1) screwed with a screw part (41) of a beam connecting bolt (4), and connected to the support part (1) and at least longer than the width of the rectangular steel column (3). A chuck for a beam joining bolt in a square steel tubular column, comprising a wire-like introduction part (2).
【請求項2】 前記支持部(1)が螺旋状に形成される
と共にその端部が前記導入部(2)と連続して形成され
た請求項1記載の角形鋼管柱に於ける梁接合ボルト用チ
ャック。
2. The beam connecting bolt according to claim 1, wherein the support portion (1) is formed in a spiral shape and an end thereof is formed continuously with the introduction portion (2). Chuck.
【請求項3】 前記支持部(1)が、三角形の断面を有
した線材で螺旋状に形成された請求項1又は2記載の角
形鋼管柱に於ける梁接合ボルト用チャック。
3. The chuck according to claim 1, wherein the supporting portion is formed of a wire having a triangular cross section in a spiral shape.
【請求項4】 前記支持部(1)が円筒状であり、その
外径は前記角形鋼管柱(3)の取付穴(31)より若干小
さく、その内壁にはネジ山(11)が刻設された請求項1
記載の角形鋼管柱に於ける梁接合ボルト用チャック。
4. The support part (1) is cylindrical, the outer diameter of which is slightly smaller than the mounting hole (31) of the square steel tubular column (3), and a thread (11) formed on the inner wall thereof. Claim 1
A chuck for a beam connection bolt in the square steel pipe column described in the above.
【請求項5】 前記支持部(1)が、耐摩耗性と弾力性
を有した硬質合成樹脂で形成された請求項1、3又は4
記載の角形鋼管柱に於ける梁接合ボルト用チャック。
5. The support portion (1) is formed of a hard synthetic resin having wear resistance and elasticity.
A chuck for a beam connection bolt in the square steel pipe column described in the above.
【請求項6】 前記支持部(1)と前記導入部(2)が
ピアノ線材である請求項1又は2記載の角形鋼管柱に於
ける梁接合ボルト用チャック。
6. A chuck for beam joint bolts in a square steel tubular column according to claim 1, wherein said support part (1) and said introduction part (2) are piano wires.
【請求項7】 前記導入部(2)全体が若干反りを持た
せた請求項1、2又は6記載の角形鋼管柱に於ける梁接
合ボルト用チャック。
7. The beam joint bolt chuck according to claim 1, wherein the entire introduction portion (2) is slightly warped.
JP37032499A 1999-12-27 1999-12-27 Chuck for bolt in connection between beam and square steel pipe column Pending JP2001182734A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP37032499A JP2001182734A (en) 1999-12-27 1999-12-27 Chuck for bolt in connection between beam and square steel pipe column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP37032499A JP2001182734A (en) 1999-12-27 1999-12-27 Chuck for bolt in connection between beam and square steel pipe column

Publications (1)

Publication Number Publication Date
JP2001182734A true JP2001182734A (en) 2001-07-06

Family

ID=18496623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP37032499A Pending JP2001182734A (en) 1999-12-27 1999-12-27 Chuck for bolt in connection between beam and square steel pipe column

Country Status (1)

Country Link
JP (1) JP2001182734A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046871A (en) * 2019-09-17 2021-03-25 石黒 邦和 Insert with cap and cap for insert

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046871A (en) * 2019-09-17 2021-03-25 石黒 邦和 Insert with cap and cap for insert
JP7064102B2 (en) 2019-09-17 2022-05-10 邦和 石黒 Capped inserts and insert caps

Similar Documents

Publication Publication Date Title
JP2625304B2 (en) Mounting clamp and method of manufacturing the same
US20040165965A1 (en) Quick-mountable nut
US20080008557A1 (en) Threaded fastener members formed from spiral wound wire
JP2004518515A5 (en)
JP2001182734A (en) Chuck for bolt in connection between beam and square steel pipe column
JP3416130B1 (en) Spiral coil insert
JPH09317949A (en) Standing band for piping
JP5488270B2 (en) T-shaped connecting device for pipes
JP2010101136A (en) Anchoring reinforcement
JPH0519672Y2 (en)
GB2347187A (en) Captive fastener
JP4178047B2 (en) Rebar end fixing device
JP2000130424A (en) Coil nut and screw device
JP2000154810A (en) Bolt with slip-off preventing function and fixing structure of member
JPH0750482Y2 (en) Anchors for lightweight cellular concrete and lightweight cellular concrete
JP4083714B2 (en) Pile head joint rebar
JP2003172331A (en) Nut plate
JPH0732973Y2 (en) Welding stud with fixing screw
JP2001182733A (en) Chuck for torque shear type high power bolt used in connection between beam and square steel pipe column
JPH11201131A (en) Locking bush for bolt
JP2001012012A (en) Anchor plate attaching construction for deformed reinforcing bar
KR200372237Y1 (en) Anchor bolt
JP3366503B2 (en) Fitting stopper for flexible hose
JP2518754Y2 (en) Bicycle lock device mounting band
JP2004211871A (en) Blind fastener