JPH09165921A - Method, device and jig for positoning steel-frame opening section - Google Patents

Method, device and jig for positoning steel-frame opening section

Info

Publication number
JPH09165921A
JPH09165921A JP34712595A JP34712595A JPH09165921A JP H09165921 A JPH09165921 A JP H09165921A JP 34712595 A JP34712595 A JP 34712595A JP 34712595 A JP34712595 A JP 34712595A JP H09165921 A JPH09165921 A JP H09165921A
Authority
JP
Japan
Prior art keywords
holes
jig
diameter
tip
steel
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.)
Withdrawn
Application number
JP34712595A
Other languages
Japanese (ja)
Inventor
Takaharu Miyazaki
隆治 宮崎
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP34712595A priority Critical patent/JPH09165921A/en
Publication of JPH09165921A publication Critical patent/JPH09165921A/en
Withdrawn legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Gripping Jigs, Holding Jigs, And Positioning Jigs (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the generation of an impulse sound at the time of interconnection at the time of the setup operation of a steel frame, and to ensure the safety of operation and obviate the generation of noise public nuisance. SOLUTION: When the through-holes 4, 5 of a bolt 12 for surface connection between a steel-framed column 1 and a steel-framed beam 3 are positioned mutually, a positioning jig 6, which has approximately the same diameter as the diameters of the through-holes 4, 5 and in which the diameter of a front end section 7 is shrunk, is inserted into temporarily positioned each through-hole 4, 5, and the front end section 7 of the temporarily penetrated positioning jig 6 is coupled at the front end of a hydraulically operated traction cylinder rod 11 in each through-hole 4, 5, and pulled forcibly.

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、鉄骨同士の面接合
するに際し、各鉄骨に開設された連結用ボルトの各貫通
孔を相互に位置合せするための位置合せ方法、位置合せ
装置、及び位置合せ治具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a positioning method, a positioning device, and a positioning method for mutually positioning the through holes of the connecting bolts formed in each steel frame when the steel frames are surface-bonded to each other. It relates to a matching jig.

【従来の技術】[Prior art]

【0002】周知のようにビル建設に際しては、基礎工
事の後鉄骨柱を立設し、この各鉄骨柱間に鉄骨梁を架設
連結する。また、鉄骨の組立てはビル建設に限らず、例
えば橋梁やその他の構築物でも多く行われる処である。
As is well known, upon building a building, steel columns are erected after foundation work, and steel beams are erected and connected between the respective steel columns. Further, the assembly of steel frames is not limited to building construction, but is often performed in bridges and other structures.

【0003】この各鉄骨柱と鉄骨梁との架設連結は、例
えば図11に示すように、鉄骨柱1に一体設された平板
状のブラケット2と例えばH型構造の鉄骨梁3とを溶接
するものであり、ブラケット2には多数の貫通孔4が、
鉄骨梁3の所定部分には多数の貫通孔5が、夫々開設さ
れてあり、夫々の貫通孔4、5を位置合せしてボルトを
挿通し、ナット固定した上で溶接する手段が採られる。
For example, as shown in FIG. 11, for example, as shown in FIG. 11, the steel frame columns and the steel beams are welded to each other by welding a flat plate-like bracket 2 integrally provided on the steel frame column 1 and a steel frame beam 3 having an H-shaped structure. The bracket 2 has a large number of through holes 4,
A large number of through holes 5 are opened in predetermined portions of the steel beam 3, and a means is employed in which the through holes 4 and 5 are aligned, bolts are inserted, nuts are fixed, and then welded.

【0004】この場合、ブラケット2と鉄骨梁3に開設
された夫々の多数の貫通孔4、5の配列ピッチは当然な
がら同一であり、鉄骨柱1と鉄骨梁3との架設連結は、
先ずこの多数の貫通孔4、5を相互に位置合せすること
から行われる。
In this case, the arrangement pitches of the large number of through holes 4 and 5 formed in the bracket 2 and the steel beam 3 are of course the same, and the erection connection between the steel column 1 and the steel beam 3 is
First, it is performed by aligning the plurality of through holes 4 and 5 with each other.

【0005】立設された鉄骨柱1に対し鉄骨梁3は、例
えばクレーンで吊り下げられ、鉄骨柱1のブラケット2
と鉄骨梁3の所定部分とを位置合せし、夫々の貫通孔
4、5を更に概略位置合せするのであるが、この貫通孔
4、5相互間はボルトが少なくとも貫通できる程度の精
度での位置合せが必要である。
The steel beam 3 is suspended from the steel column 1 which is erected, for example, by a crane, and the bracket 2 of the steel column 1 is suspended.
The through holes 4 and 5 are further roughly aligned by aligning with the predetermined portion of the steel beam 3, and the through holes 4 and 5 are positioned with such an accuracy that the bolt can penetrate at least between them. Matching is necessary.

【0006】鉄骨梁3が軽量である場合には、この貫通
孔4、5相互間の位置合せは比較的容易であるが、高層
ビルのように大規模な建造物では一本の鉄骨梁3が数ト
ンにも及ぶことになるので、クレーンで吊り下げてのブ
ラケットの貫通孔4、5との位置合せは概略に過ぎず、
図12に示したように対向する貫通孔4、5相互間が位
置ずれしてしまい、ボルトが少なくとも貫通できる程度
の精度で位置合せすることは困難である。
When the steel beam 3 is lightweight, it is relatively easy to align the through holes 4 and 5 with each other, but in a large-scale building such as a high-rise building, one steel beam 3 is used. Since it will be several tons, alignment with the through holes 4, 5 of the bracket suspended by a crane is only an outline,
As shown in FIG. 12, the through holes 4 and 5 facing each other are misaligned with each other, and it is difficult to align the bolts with an accuracy that allows at least penetration.

【0007】そこで従来は、上述したように鉄骨梁をク
レーンで吊り下げて夫々の貫通孔同士を概略位置合せし
た状態で、貫通孔の径とほぼ同一の径を有し、先細とな
った金属桿治具(通常「矢」と称されている)を貫通孔
に仮挿通し、金属桿治具の後端を大型ハンマーで手作業
により強く叩き、位置ずれした各貫通孔間のずれを矯正
するのである。
Therefore, conventionally, in the state where the steel beam is suspended by the crane as described above and the through holes are substantially aligned with each other, the tapered metal has a diameter substantially the same as the diameter of the through holes. Temporarily insert a rod jig (usually called an "arrow") into the through hole, and then manually hit the rear end of the metal rod jig with a large hammer to correct misalignment between the misaligned through holes. To do.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、前述し
たように鉄骨梁の重量は極めて嵩むので、僅か数ミリ程
度の誤差を矯正するとしても治具の叩き込みには大きな
力を必要とし、この大型ハンマーによる打撃時に鉄骨に
響く金属音である大きな衝撃音が発せられた。
However, as described above, since the weight of the steel frame beam is extremely heavy, even if an error of only a few millimeters is corrected, a large force is required to hit the jig, and this large hammer is required. A large impact sound, which is a metallic sound that resonates in the steel frame when hit by, was emitted.

【0009】旧来より、この位置合せはこのような原始
的な打撃作業に終始しており、衝撃音が工事現場に於け
る大きな騒音公害問題となっているにも拘らず、何等対
策が採られないでいた。また、手作業であるから、非効
率的であり、高所での危険作業でもある。
[0009] From the past, this alignment has always been to such a primitive striking work, and despite the impact noise being a major noise pollution problem at the construction site, no measures have been taken. I wasn't there. Further, since it is a manual work, it is inefficient and is a dangerous work at a high place.

【0010】本発明は、上述した従来技術の欠点、不都
合、問題点を解消するべく開発されたもので、鉄骨の組
立て作業時の相互連結時に衝撃音が発せられないように
することを技術的な課題とし、もって作業の安全性が確
保され且つ騒音公害が生じないようにすることを目的と
する。
The present invention was developed in order to solve the above-mentioned drawbacks, inconveniences, and problems of the prior art, and it is technically necessary to prevent the generation of impact noise during interconnection during steel frame assembly work. It is an object of the present invention to secure work safety and prevent noise pollution.

【0011】[0011]

【課題を解決するための手段】上記課題を解決するた
め、請求項1に記載の本発明の鉄骨開口部の位置合せ方
法は、鉄骨同士の面接合用ボルトの貫通孔を相互に位置
合せする方法であって、貫通孔の径とほぼ同一の径を有
し、且つ先端部を縮径させた位置合せ治具を仮位置合せ
された各貫通孔内に挿通し、各貫通孔を仮貫通した位置
合せ治具の先端部を、強引に牽引することを特徴とする
ものである。
In order to solve the above-mentioned problems, the method of aligning the openings of the steel frame of the present invention according to claim 1 is a method of mutually aligning the through holes of the surface-bonding bolts of the steel frames. In addition, a positioning jig having a diameter substantially the same as the diameter of the through hole and having a reduced tip portion is inserted into each of the provisionally aligned through holes to provisionally penetrate each of the through holes. It is characterized by forcibly pulling the tip end of the positioning jig.

【0012】従って、位置合せ治具は、貫通孔の径とほ
ぼ同一の径を有し且つ先端部を縮径させた構成であるの
で、鉄骨同士の面接合用ボルトを貫通させるために夫々
に開設され、相互に対向して仮位置合せされた各貫通孔
内に、この位置合せ治具を一方方向から挿通し且つ各貫
通孔を仮貫通させれば、その先端部を他方端に突出させ
ることができる。
Therefore, since the positioning jig has a diameter substantially the same as the diameter of the through hole and the tip portion is reduced in diameter, each of the positioning jigs is opened in order to penetrate the surface joining bolts between the steel frames. If the positioning jig is inserted from one direction into each of the through-holes that are temporarily aligned to face each other and the through-holes are provisionally penetrated, the tip end of the through-hole is projected to the other end. You can

【0013】そこで、この先端部を強引に牽引すれば、
夫々の貫通孔が位置ずれしている結果本来の開口径より
も狭くなっている部分を、位置合せ治具先端部の縮径部
分周面が当接して鉄骨の重量に逆らって押し拡げること
になり、貫通孔の径とほぼ同一の径を有する位置合せ治
具の部分が各貫通孔内に正確に貫通し、各貫通孔の中心
を一致させることができるのである。
Therefore, if this tip portion is forcibly pulled,
As a result of the displacement of each through hole, the part that is narrower than the original opening diameter is pushed against the weight of the steel frame by the reduced diameter part peripheral surface of the tip of the alignment jig abutting and expanding. Therefore, the portion of the positioning jig having a diameter substantially the same as the diameter of the through hole can accurately penetrate into each through hole, and the centers of the through holes can be aligned.

【0014】夫々の鉄骨の所定部分に同一配列ピッチで
多数開設されている貫通孔のうち、何箇所かについてこ
の位置合せを行えばこの多数の貫通孔全てを位置合せす
ることができるので、位置合せ治具が挿通されていない
にも拘らず正確な位置合せが達成されている貫通孔同士
をボルト挿通後ナット固定することができ、しかる後位
置合せ治具を抜き、更に当該部分にボルトを挿通するこ
とになる。
Since a large number of through-holes can be aligned by performing this alignment at some of the through-holes that are provided in a predetermined portion of each steel frame at the same arrangement pitch, the positions can be aligned. It is possible to fix the nuts through the through-holes where accurate alignment is achieved even though the alignment jig is not inserted.After that, remove the alignment jig, and then attach the bolts to the relevant parts. Will be inserted.

【0015】位置合せ治具の抜き取り作業は、単に更に
牽引方向に治具を引くだけで良い。即ち、従来の如き打
撃手段であると、打撃によって治具の被打撃端が変形
し、貫通孔を貫通することができないので、逆方向から
再度打撃して抜き取ることになるのであるが、ここでは
打撃による変形が生じることはないので、そのまま同一
方向に引き抜くことができるのである。
To remove the positioning jig, simply pull the jig further in the pulling direction. That is, in the conventional hitting means, the hit end of the jig is deformed by hitting and the through hole cannot be penetrated. Since it is not deformed by hitting, it can be pulled out in the same direction as it is.

【0016】次に、請求項2に記載の本発明の鉄骨開口
部の位置合せ装置は、鉄骨同士の面接合用ボルトの貫通
孔を相互に位置合せする装置であって、貫通孔の径とほ
ぼ同一の径を有し且つ先端部を縮径させた位置合せ治具
を仮位置合せされた各貫通孔内に挿通し、各貫通孔を仮
貫通した前記位置合せ治具の先端部に、油圧作動する牽
引シリンダーロッドの先端を連結することを特徴とす
る。
Next, a steel frame opening alignment device according to a second aspect of the present invention is a device for mutually aligning the through holes of the surface joining bolts of the steel frames with each other, and has a diameter substantially equal to the diameter of the through holes. A positioning jig having the same diameter and a reduced tip is inserted into each of the provisionally aligned through-holes. It is characterized by connecting the tip of the traction cylinder rod that operates.

【0017】従って、位置合せ治具の先端部を、牽引シ
リンダーロッドにより強引に牽引することが可能であ
り、しかも牽引シリンダーロッドは油圧作動するので、
動作が確実であり、打撃音は勿論のこと騒音を全く生じ
させない。
Therefore, it is possible to forcibly pull the tip of the positioning jig by the pulling cylinder rod, and the pulling cylinder rod is hydraulically operated.
The operation is reliable and produces no noise, let alone impact noise.

【0018】また、請求項3に記載の本発明の鉄骨開口
部の位置合せ治具は、鉄骨同士の面接合用ボルトの貫通
孔を相互に位置合せする治具であって、貫通孔の径とほ
ぼ同一の径を有し且つ先端部を縮径させた位置合せ治具
の先端部に、油圧作動する牽引シリンダーロッドの先端
と連結する係止部を設けたことを特徴とする。
The jig for aligning the steel frame opening of the present invention according to claim 3 is a jig for mutually aligning the through holes of the surface joining bolts of the steel frames with each other. It is characterized in that a locking portion that is connected to the tip of a hydraulically actuated traction cylinder rod is provided at the tip of the positioning jig that has substantially the same diameter and has a reduced diameter.

【0019】従って、位置合せ治具の先端部と牽引シリ
ンダーロッドの先端とを確実に連結することができ、位
置合せ治具の先端部を強引に牽引することが可能とな
る。
Therefore, the tip of the positioning jig and the tip of the pulling cylinder rod can be reliably connected, and the tip of the positioning jig can be forcibly pulled.

【0020】更に請求項4に記載の本発明の鉄骨開口部
の位置合せ装置は、鉄骨同士の面接合用ボルトの貫通孔
を相互に位置合せする装置であって、貫通孔の径とほぼ
同一の径を有し且つ先端部を縮径させた位置合せ治具を
仮位置合せされた各貫通孔内に挿通し、各貫通孔を仮貫
通した位置合せ治具の後端部に、油圧作動する押圧シリ
ンダーロッドの先端を当接することを特徴とする。
Further, the steel frame opening alignment device of the present invention according to claim 4 is a device for mutually aligning the through holes of the surface joining bolts of the steel frames with each other, and has a diameter substantially the same as the diameter of the through holes. A positioning jig having a diameter and a reduced tip is inserted into each of the provisionally aligned through-holes, and hydraulically operated to the rear end of the alignment jig that temporarily penetrates each through-hole. It is characterized in that the tip of the pressing cylinder rod abuts.

【0021】従って、押圧シリンダーロッドを油圧作動
させて前進させ、各貫通孔を仮貫通した位置合せ治具の
後端を押圧すれば、確実且つ騒音を発することなく治具
を各貫通孔を貫通させることができる。
Therefore, if the pressing cylinder rod is hydraulically operated to move forward to press the rear end of the positioning jig which has tentatively penetrated each through hole, the jig is pierced through each through hole reliably and without noise. Can be made.

【0022】[0022]

【発明の実施の形態】以下、本発明の実施の形態を、位
置合せ装置の図面に基づき、併せて位置合せ方法と共に
説明する。先ず図1にあって、鉄骨柱1に一体設された
平板状のブラケット2に対して、例えばクレーンで吊り
下げられたH型構造の鉄骨梁3の端部を概略位置合せし
て面接させる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described together with a positioning method based on the drawings of a positioning device. First, in FIG. 1, an end portion of an H-shaped steel frame beam 3 suspended by, for example, a crane is roughly aligned with a flat plate-shaped bracket 2 that is integrally provided on a steel frame column 1 to make a face-to-face contact.

【0023】ブラケット2には多数の貫通孔4が、鉄骨
梁3の端部には多数の貫通孔5が、夫々同一配列ピッチ
で開設されてあるが、上述したように重量の極めて嵩む
鉄骨梁3は、クレーンで吊り下げられて概略の位置合せ
がなされているだけであるので、対向するブラケット2
の貫通孔4と鉄骨梁3の貫通孔5相互間には若干の位置
ずれが形成されている。
A large number of through holes 4 are formed in the bracket 2 and a large number of through holes 5 are formed at the ends of the steel beam 3 at the same arrangement pitch. However, as mentioned above, the steel beam is extremely heavy. 3 is only suspended by a crane and roughly aligned, so that the brackets 2 facing each other
A slight misalignment is formed between the through hole 4 and the through hole 5 of the steel beam 3.

【0024】図面で符号6は、金属桿による位置合せ治
具であって、この位置合せ治具6は貫通孔4、5の径と
ほぼ同一の径を有し且つ先端部7を縮径させた形態であ
り、この先端部7に係止部8が設けられている。
In the drawings, reference numeral 6 is a positioning jig using a metal rod. The positioning jig 6 has a diameter substantially the same as the diameter of the through holes 4 and 5, and the tip portion 7 is reduced in diameter. The front end portion 7 is provided with a locking portion 8.

【0025】図1にあって、いま鉄骨梁3の貫通孔5側
から位置合せ治具6の先端部7を挿通させると、この先
端部7は縮径となっているので円滑に貫通孔5に進入し
且つ次いでブラケット2の貫通孔4に進入する。
In FIG. 1, when the tip portion 7 of the positioning jig 6 is inserted from the side of the through hole 5 of the steel beam 3, the tip portion 7 has a reduced diameter, so that the through hole 5 is smoothly formed. And then into the through hole 4 of the bracket 2.

【0026】このように位置合せ治具6の先端部7が貫
通孔5及び貫通孔4に仮進入した図2にあって、ブラケ
ット2側反対面には油圧作動する牽引シリンダー9が配
置される。
In FIG. 2 in which the tip portion 7 of the positioning jig 6 has temporarily entered the through hole 5 and the through hole 4 in this way, a hydraulically operated traction cylinder 9 is arranged on the surface opposite to the bracket 2 side. .

【0027】牽引シリンダー9は、先端に所定長さの脚
筒10が一体設され、この脚筒10内をシリンダーロッ
ド11が油圧により前進後退動するものであり(但し、
油圧作動は牽引後退する際だけとし、前進復帰動作はス
プリング等を用いるようにすれば、牽引シリンダー9の
構造が簡略化する)、脚筒10から突出した状態でシリ
ンダーロッド11の先端と、ブラケット2の貫通孔4か
ら突出した位置合せ治具6の先端部7の係止部8とを連
結係止させ、脚筒10の先端面をブラケット2面に当接
させる。
The traction cylinder 9 is integrally provided with a leg cylinder 10 of a predetermined length at its tip, and a cylinder rod 11 is moved forward and backward in the leg cylinder 10 by hydraulic pressure.
If the hydraulic operation is performed only when pulling and retracting, and the forward returning operation is performed by using a spring or the like, the structure of the pulling cylinder 9 can be simplified), the tip of the cylinder rod 11 and the bracket protruding from the leg cylinder 10. The engagement portion 8 of the tip end portion 7 of the positioning jig 6 protruding from the through hole 4 of 2 is coupled and engaged, and the tip end surface of the leg cylinder 10 is brought into contact with the bracket 2 surface.

【0028】この状態で牽引シリンダー9を油圧作動さ
せてシリンダーロッド11を後退させると、これに伴い
位置合せ治具6も牽引される。処が、位置合せ治具6の
先端部7は縮径となっていて周面がテーパー状であるの
で、若干の位置ずれ状態にある貫通孔4、貫通孔5の相
互間の本来の開口径よりも狭くなっている部分を、この
先端部7の縮径部分周面が当接し、鉄骨梁3の重量に逆
らって押し拡げることになる。
In this state, when the towing cylinder 9 is hydraulically operated to retract the cylinder rod 11, the positioning jig 6 is also towed accordingly. However, since the tip end portion 7 of the positioning jig 6 has a reduced diameter and the peripheral surface is tapered, the original opening diameter between the through holes 4 and 5 which are slightly displaced from each other. The peripheral portion of the diameter-reduced portion of the tip end portion 7 abuts the portion narrower than that, and pushes and spreads against the weight of the steel beam 3.

【0029】従って、位置合せ治具6が牽引される結
果、図3に示したように貫通孔4、5の径とほぼ同一の
径を有する位置合せ治具6の基端部分が各貫通孔4、5
内を貫通し、両貫通孔4、5の中心を一致させることが
できるのである。
Therefore, as a result of the position adjustment jig 6 being pulled, the base end portion of the position adjustment jig 6 having a diameter substantially the same as the diameter of the through holes 4 and 5 as shown in FIG. 4,5
It is possible to penetrate the inside and make the centers of both through holes 4, 5 coincide with each other.

【0030】このようにして、多数の対向する貫通孔
4、5同士のうちの何箇所かについて位置合せ治具6に
より位置合せを行えば、他の貫通孔4、5同士全ても位
置合せが達成されることになるので、ボルト12とナッ
ト13による締結が容易に行われる。
In this way, if the alignment jig 6 is used to align some of the many through holes 4 and 5 facing each other, all the other through holes 4 and 5 can also be aligned. Since it is achieved, the fastening by the bolt 12 and the nut 13 is easily performed.

【0031】前記したシリンダーロッド11の先端と位
置合せ治具6の先端部7の係止部8との連結係止形態に
は、種々の構造が考えられ、例えば図4の(a)は螺子
込み構造、(b)は嵌合構造、(c)はピン14による
貫通構造である。
Various structures are conceivable for the connecting and locking form of the above-mentioned tip of the cylinder rod 11 and the locking portion 8 of the distal end portion 7 of the positioning jig 6, and for example, FIG. (B) is a fitting structure, and (c) is a penetrating structure by the pin 14.

【0032】上述した装置並びに方法手段は、牽引シリ
ンダー9を使用して位置合せ治具6を強引に牽引させよ
うとするものであり、騒音を引き起こさない、操作性が
良好である等の大きな利点を有するものであるが、鉄骨
梁3が比較的軽量である場合には牽引シリンダー9を使
用しなくても、図5乃至図7に示したような手段でも充
分である。
The above-mentioned apparatus and method means are intended to forcibly pull the positioning jig 6 by using the pulling cylinder 9, and have great advantages such as no noise and good operability. However, if the steel beam 3 is relatively lightweight, the means shown in FIGS. 5 to 7 is sufficient without using the traction cylinder 9.

【0033】即ち位置合せ治具6の先端には長尺な螺桿
15が一体延長設されてあり、ブラケット2面に先端面
を当接させた脚筒10の基端端板16を螺桿15が貫通
し、牽引ナット17が螺合している。
That is, a long threaded rod 15 is integrally extended at the tip of the positioning jig 6, and the proximal end plate 16 of the leg cylinder 10 whose tip end surface is brought into contact with the surface of the bracket 2 is attached to the threaded rod 15. It penetrates and the traction nut 17 is screwed.

【0034】従って、図5に示したように若干の位置ず
れが形成されている貫通孔4と貫通孔5に螺桿15を挿
通し、更に脚筒10内を挿通して牽引ナット17を螺合
させて、牽引ナット17を手作業で或いは所定の器具を
使用して回転させれば、図6の如く貫通孔4と貫通孔5
の位置ずれを矯正しながら位置合せ治具6の基端部が進
入し、更なる牽引ナット17の回転により、図7に示し
た如く引き抜くことが可能である。
Therefore, as shown in FIG. 5, the threaded rod 15 is inserted into the through hole 4 and the through hole 5 in which a slight positional deviation is formed, and further inserted into the leg cylinder 10 to screw the traction nut 17 into it. Then, if the traction nut 17 is rotated manually or by using a predetermined device, the through hole 4 and the through hole 5 as shown in FIG.
It is possible to pull out as shown in FIG. 7 by the proximal end portion of the positioning jig 6 entering while correcting the positional deviation of No. 2 and further rotation of the traction nut 17.

【0035】[0035]

【実施例】図8乃至10は、位置合せ治具6の更に他の
実施例を示すもので、桿部材6aと補助部材6bとから
構成される。
8 to 10 show still another embodiment of the positioning jig 6, which is composed of a rod member 6a and an auxiliary member 6b.

【0036】桿部材6aは、上述した位置合せ治具6を
軸方向に沿って半分に割った形態であって、断面半円形
状であるが、基端部の直径は貫通孔4、5の直径とほぼ
等しく、また縮径となる先端部7の先端には係止部8が
設けられている。
The rod member 6a has a shape in which the above-mentioned positioning jig 6 is divided in half along the axial direction and has a semicircular cross section, but the diameter of the base end portion is equal to that of the through holes 4 and 5. A locking portion 8 is provided at the tip of the tip portion 7 having a diameter that is substantially equal to the diameter of the tip portion 7.

【0037】これに対し補助部材6bは、上述した位置
合せ治具6の基端部のみを軸方向に沿って半分に割った
形態で断面半円形状であり、同様にその直径は貫通孔
4、5の直径とほぼ等しく、また基端には半円状の鍔部
18が設けられている。
On the other hand, the auxiliary member 6b has a semicircular cross section in which only the base end portion of the above-mentioned positioning jig 6 is divided in half along the axial direction. 5, a semicircular collar 18 is provided at the base end of the collar.

【0038】従って、桿部材6aの基端部平坦面に補助
部材6bの平坦面を重ねた状態では円柱形状となり、そ
の直径は貫通孔4、5の直径とほぼ等しくなる。
Therefore, when the flat surface of the auxiliary member 6b is superposed on the flat surface of the base end portion of the rod member 6a, it has a cylindrical shape, and its diameter is substantially equal to the diameter of the through holes 4 and 5.

【0039】そこで、桿部材6aの係止部8を前述した
牽引シリンダー9のシリンダーロッド11の先端に連結
係止させ、若干位置ずれして対向している貫通孔4、5
に桿部材6aをブラケット2方向から基端を先端にして
挿通し、鉄骨梁3の反対側まで突出させる。
Therefore, the locking portion 8 of the rod member 6a is connected and locked to the tip of the cylinder rod 11 of the pulling cylinder 9 described above, and the through holes 4 and 5 facing each other with a slight displacement.
The rod member 6a is inserted from the direction of the bracket 2 with the base end being the tip, and is projected to the opposite side of the steel beam 3.

【0040】この状態で、桿部材6aの基端部に於ける
鉄骨梁3の貫通孔5の空隙部に(桿部材6aの先端部7
は縮径となっているのであるから、充分に広いこの空隙
部が形成される)、補助部材6bを鍔部18が鉄骨梁3
面に当接するまで挿入し、油圧作動によりシリンダーロ
ッド11を後退させると桿部材6aが牽引される。
In this state, in the void portion of the through hole 5 of the steel beam 3 at the base end portion of the rod member 6a (the tip end portion 7 of the rod member 6a).
Since this is a reduced diameter, a sufficiently wide space is formed), and the auxiliary member 6b is connected to the steel beam 3 by the collar portion 18.
The rod member 6a is pulled when it is inserted until it abuts against the surface and the cylinder rod 11 is retracted by hydraulic operation.

【0041】桿部材6aの先端部7はテーパー状となっ
ているので、牽引に伴って前述の実施例の場合と同様
に、若干の位置ずれ状態にある貫通孔4、貫通孔5の相
互間の本来の開口径よりも狭くなっている部分を、この
先端部7の縮径部分周面が当接して押し拡げることにな
り、桿部材6aは補助部材6bと共に両貫通孔4、5の
中心を一致させるまで進入することができるのである
(図9参照)。
Since the tip end portion 7 of the rod member 6a is tapered, the through hole 4 and the through hole 5 which are slightly displaced from each other are pulled between the through holes 4 and 5 in the same manner as in the case of the above-described embodiment due to the pulling. The peripheral portion of the reduced diameter portion of the tip portion 7 abuts and expands the portion that is narrower than the original opening diameter of the rod 7, so that the rod member 6a, together with the auxiliary member 6b, is located at the center of both through holes 4 and 5. Can be entered until they match (see FIG. 9).

【0042】位置合せ作業が終了したならば、桿部材6
aを更に牽引してブラケット2側から引き抜けば良く、
逆に補助部材6bは鉄骨梁3側から引き抜けば良い。
When the alignment work is completed, the rod member 6
It is sufficient to pull a further out of the bracket 2 side,
Conversely, the auxiliary member 6b may be pulled out from the steel beam 3 side.

【0043】先の実施例では、作業が終了するとシリン
ダーロッド11から位置合せ治具6を取外し、次の作業
で反対側から挿入し、再度シリンダーロッド11に装着
する段取りとなっているが、この実施例では、桿部材6
aをシリンダーロッド11から取外す手間を省くことが
できる。
In the above-mentioned embodiment, when the work is completed, the positioning jig 6 is removed from the cylinder rod 11, and is inserted from the opposite side in the next work, and is mounted on the cylinder rod 11 again. In the embodiment, the rod member 6
It is possible to save the trouble of removing a from the cylinder rod 11.

【0044】[0044]

【発明の効果】よって、本発明にかかる鉄骨開口部の位
置合せ方法と位置合せ装置と位置合せ治具によれば、鉄
骨同士の面接合するに際しての、各鉄骨に開設された連
結用ボルトの各貫通孔を相互に位置合せする場合、位置
合せ治具を位置ずれした各貫通孔に衝撃音を生じさせる
ことなく、円滑に且つ安全に挿通することができ、極め
て多くの優れた作用効果を奏する。
As described above, according to the method for aligning the opening of the steel frame, the aligning device and the aligning jig according to the present invention, when the surface joining of the steel frames is performed, the connecting bolts opened in the respective steel frames can be used. When the through holes are aligned with each other, the positioning jig can be smoothly and safely inserted into the misaligned through holes without generating an impact noise, and a great number of excellent operational effects can be obtained. Play.

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

【図1】本発明の装置の一実施例を示す作業前の状態の
断面図である。
FIG. 1 is a cross-sectional view showing an embodiment of the apparatus of the present invention before work.

【図2】図1の位置合せ動作中の断面図である。2 is a cross-sectional view during the alignment operation of FIG.

【図3】図1の位置合せ完了時の断面図である。FIG. 3 is a cross-sectional view after completion of alignment in FIG.

【図4】シリンダーロッドと位置合せ治具との連結係止
形態を示す断面図である。
FIG. 4 is a cross-sectional view showing a connecting and locking form of a cylinder rod and a positioning jig.

【図5】本発明の他の一実施例を示す作業前の状態の断
面図である。
FIG. 5 is a sectional view showing a state before work according to another embodiment of the present invention.

【図6】図5の位置合せ動作中の断面図である。6 is a cross-sectional view during the alignment operation of FIG.

【図7】図5の位置合せ完了時の断面図である。FIG. 7 is a cross-sectional view when the alignment of FIG. 5 is completed.

【図8】位置合せ治具の他の実施例を示す側面図であ
る。
FIG. 8 is a side view showing another embodiment of the positioning jig.

【図9】図8の位置合せ治具を挿通させた状態の断面図
である。
9 is a cross-sectional view of a state in which the alignment jig of FIG. 8 is inserted.

【図10】図8の斜視図である。FIG. 10 is a perspective view of FIG. 8;

【図11】鉄骨柱と鉄骨梁との連結部分を示す斜視図で
ある。
FIG. 11 is a perspective view showing a connecting portion between a steel frame column and a steel frame beam.

【図12】鉄骨柱と鉄骨梁の夫々に開設された貫通孔
の、位置ずれ状態を示す説明図である。
FIG. 12 is an explanatory diagram showing a positional deviation state of through holes formed in each of the steel frame column and the steel frame beam.

【符号の説明】[Explanation of symbols]

1;鉄骨柱、2;ブラケット、3;鉄骨梁、4;ブラケ
ットの貫通孔、5;鉄骨梁の貫通孔、6;位置合せ治
具、6a;桿部材、6b;補助部材、7;縮径先端部、
8;係止部、9;牽引シリンダー、10;脚筒、11;
牽引シリンダーロッド、12;ボルト、13;ナット、
14;ピン、15;螺桿、16;端板、17;牽引ナッ
ト、18;鍔部。
1; Steel column, 2; Bracket, 3; Steel beam, 4; Bracket through hole, 5; Steel beam through hole, 6; Alignment jig, 6a; Rod member, 6b; Auxiliary member, 7; Reduced diameter Tip,
8; Locking part, 9; Traction cylinder, 10; Leg cylinder, 11;
Traction cylinder rod, 12; bolt, 13; nut,
14; Pin, 15; Threaded rod, 16; End plate, 17; Traction nut, 18; Collar part.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨同士の面接合用ボルトの貫通孔を相
互に位置合せする方法であって、前記貫通孔の径とほぼ
同一の径を有し且つ先端部を縮径させた位置合せ治具を
仮位置合せされた各貫通孔内に挿通し、各貫通孔を仮貫
通した前記位置合せ治具の先端部を、強引に牽引するこ
とを特徴とする鉄骨開口部の位置合せ方法。
1. A method of mutually aligning through holes of a surface-bonding bolt between steel frames, the alignment jig having a diameter substantially the same as the diameter of the through holes and having a reduced tip portion. Is inserted into each of the provisionally aligned through holes, and the tip of the alignment jig that has penetrated through each of the through holes is forcibly pulled.
【請求項2】 鉄骨同士の面接合用ボルトの貫通孔を相
互に位置合せする装置であって、前記貫通孔の径とほぼ
同一の径を有し且つ先端部を縮径させた位置合せ治具を
仮位置合せされた各貫通孔内に挿通し、各貫通孔を仮貫
通した前記位置合せ治具の先端部に、油圧作動する牽引
シリンダーロッドの先端を連結することを特徴とする鉄
骨開口部の位置合せ装置。
2. A device for mutually aligning through holes of bolts for surface-bonding steel frames to each other, which has a diameter substantially the same as the diameter of the through holes and has a tip end reduced in diameter. Is inserted into each of the through holes that have been temporarily aligned, and the tip of the hydraulically operated traction cylinder rod is connected to the tip of the positioning jig that has temporarily penetrated through each of the through holes. Alignment device.
【請求項3】 鉄骨同士の面接合用ボルトの貫通孔を相
互に位置合せする治具であって、前記貫通孔の径とほぼ
同一の径を有し且つ先端部を縮径させた位置合せ治具の
先端部に、油圧作動する牽引シリンダーロッドの先端と
連結する係止部を設けたことを特徴とする鉄骨開口部の
位置合せ治具。
3. A jig for mutually aligning through holes of bolts for surface-bonding steel frames with each other, the jig having a diameter substantially the same as the diameter of the through holes and having a reduced tip portion. A jig for aligning an opening of a steel frame, wherein a locking portion for connecting with a tip of a hydraulically operated towing cylinder rod is provided at a tip portion of the tool.
【請求項4】 鉄骨同士の面接合用ボルトの貫通孔を相
互に位置合せする装置であって、前記貫通孔の径とほぼ
同一の径を有し且つ先端部を縮径させた位置合せ治具を
仮位置合せされた各貫通孔内に挿通し、各貫通孔を仮貫
通した前記位置合せ治具の後端部に、油圧作動する押圧
シリンダーロッドの先端を当接することを特徴とする鉄
骨開口部の位置合せ装置。
4. A device for mutually aligning through holes of bolts for surface-joining steel frames, the alignment jig having a diameter substantially the same as the diameter of the through holes and having a reduced tip portion. Is inserted into each of the through holes that have been temporarily aligned, and the tip of the hydraulically operated pressing cylinder rod is brought into contact with the rear end of the alignment jig that has temporarily penetrated through each of the through holes. Position alignment device.
JP34712595A 1995-12-15 1995-12-15 Method, device and jig for positoning steel-frame opening section Withdrawn JPH09165921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34712595A JPH09165921A (en) 1995-12-15 1995-12-15 Method, device and jig for positoning steel-frame opening section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34712595A JPH09165921A (en) 1995-12-15 1995-12-15 Method, device and jig for positoning steel-frame opening section

Publications (1)

Publication Number Publication Date
JPH09165921A true JPH09165921A (en) 1997-06-24

Family

ID=18388080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34712595A Withdrawn JPH09165921A (en) 1995-12-15 1995-12-15 Method, device and jig for positoning steel-frame opening section

Country Status (1)

Country Link
JP (1) JPH09165921A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012012776A (en) * 2010-06-29 2012-01-19 Shuzo Hiwaki Pull-out pin and method of correcting position shift of bolt hole
JP2012230002A (en) * 2011-04-26 2012-11-22 Panasonic Corp Ultrasonic sensor
JP2012242353A (en) * 2011-05-24 2012-12-10 Denso Corp Retainer for sensor mounting
JP2014055449A (en) * 2012-09-12 2014-03-27 Takenaka Komuten Co Ltd Ball core
KR200475264Y1 (en) * 2014-09-18 2014-11-17 김기문 punch for architectural
JP2019138045A (en) * 2018-02-09 2019-08-22 濱中ナット株式会社 Alignment jig
JP2021063352A (en) * 2019-10-11 2021-04-22 ジェコス株式会社 Core member installation jig

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012012776A (en) * 2010-06-29 2012-01-19 Shuzo Hiwaki Pull-out pin and method of correcting position shift of bolt hole
JP2012230002A (en) * 2011-04-26 2012-11-22 Panasonic Corp Ultrasonic sensor
JP2012242353A (en) * 2011-05-24 2012-12-10 Denso Corp Retainer for sensor mounting
JP2014055449A (en) * 2012-09-12 2014-03-27 Takenaka Komuten Co Ltd Ball core
KR200475264Y1 (en) * 2014-09-18 2014-11-17 김기문 punch for architectural
JP2019138045A (en) * 2018-02-09 2019-08-22 濱中ナット株式会社 Alignment jig
JP2021063352A (en) * 2019-10-11 2021-04-22 ジェコス株式会社 Core member installation jig

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