JP2003001489A - Jig for restricting end of steel material - Google Patents

Jig for restricting end of steel material

Info

Publication number
JP2003001489A
JP2003001489A JP2001180948A JP2001180948A JP2003001489A JP 2003001489 A JP2003001489 A JP 2003001489A JP 2001180948 A JP2001180948 A JP 2001180948A JP 2001180948 A JP2001180948 A JP 2001180948A JP 2003001489 A JP2003001489 A JP 2003001489A
Authority
JP
Japan
Prior art keywords
steel
restraint
joined
holding
wedge
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
JP2001180948A
Other languages
Japanese (ja)
Inventor
Akira Umekuni
章 梅国
Hideo Sato
秀雄 佐藤
Hideki Furukawa
英樹 古川
Toshiaki Tsuchiya
敏明 土屋
Takashi Matsumaru
貴司 松丸
Kiyoshi Kanayama
潔士 金山
Kazuyoshi Watanabe
和義 渡辺
Hitoshi Kishida
仁 岸田
Mitsuru Fujii
充 藤井
Isamu Yahagi
勇 矢作
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.)
Nippon Kokan Koji KK
Takenaka Komuten Co Ltd
Original Assignee
Nippon Kokan Koji KK
Takenaka Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Kokan Koji KK, Takenaka Komuten Co Ltd filed Critical Nippon Kokan Koji KK
Priority to JP2001180948A priority Critical patent/JP2003001489A/en
Publication of JP2003001489A publication Critical patent/JP2003001489A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To simply correct dislocation between joining steel materials or deformation of the joined end parts in the steel materials in a short time and to prevent development of the dislocation between the joined steel materials or the deformation during welding. SOLUTION: When an H sectional steel 1 is flash-welded, restricting members 2 are inserted from both sides of flange portions at both end parts in the H sectional steel 1 set to a frame and fitted to positions apart at a constant distance from the joining end parts. Thereafter, respective wedges 6 are driven in between respective pushing members 4 in the restricting members 2 and flange portions 11 in the H sectional steel 1, and the dislocation between the joined steel materials is corrected, and centering of the joining H sectional steel 1 is performed, and the welding is applied under the state of restricting the flange portions 11 in the H sectional steel 1 with the restricting members 2 and the restrictive wedges 6.

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】この発明は、例えばH形鋼や
鋼管を接合するときに、接合する端部の目違いや形状を
修正するために使用する鋼材の端部拘束冶具、特に作業
能率の向上に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jig for restraining an end portion of a steel material, which is used for correcting a misalignment or a shape of an end portion to be joined, for example, when joining an H-section steel or a steel pipe, and particularly, to improve work efficiency. It is about improvement.

【0002】[0002]

【従来の技術】例えばH形鋼ぐいや鋼管くい等の鋼ぐい
は、打込貫通力が大きく、継手の施工が確実であり、し
かも水平荷重に対する曲げ抵抗が強いので、深い基礎に
用いられている。このため単位長さのH形鋼や鋼管を溶
接して接合する必要がある。また、橋や鉄塔などの鋼構
造を作製する場合、山形鋼や溝形鋼等の鋼材を溶接して
接合して橋や鉄塔などの部材を構成している。これらの
鋼材を接合するとき、各種溶接方法が使用されている
が、フラッシュ溶接法は極めて短時間で能率良く鋼材を
溶接することができるとともに、信頼度の高い溶接継手
を得ることができる。このフラッシュ溶接法は、例えば
端部をクランプした2本のH形鋼に大電流を流して接触
と火花悲惨を繰り返しながら接触面を加熱し、適温に達
したときに急激に圧力を加えて、すえ込み(アプセッ
ト)により圧接する方法である。
2. Description of the Related Art Steel piles such as H-shaped steel piles and steel pipe piles, for example, have a large driving penetration force, reliable joint construction, and strong bending resistance against horizontal loads, so they are used for deep foundations. There is. For this reason, it is necessary to weld H-section steel or steel pipe having a unit length by welding. Further, when manufacturing a steel structure such as a bridge or a tower, steel materials such as angle steel and channel steel are welded and joined to form members such as a bridge and a tower. Although various welding methods are used to join these steel materials, the flash welding method can efficiently weld the steel materials in an extremely short time and can obtain a highly reliable welded joint. In this flash welding method, for example, a large current is applied to two H-shaped steels whose ends are clamped to heat the contact surface while repeating contact and spark misery, and when a suitable temperature is reached, a sudden pressure is applied, It is a method of press-contacting by upsetting.

【0003】このH形鋼等の鋼材を溶接するときに、2
本の鋼材の接合端部に目違いがある状態で溶接して目違
いのある溶接継手を形成した場合、目違いのある溶接継
手に引張荷重が作用すると、引張応力のほかに曲げ応力
が重畳されて応力が集中し、溶接継手の破壊荷重が低下
してしまう。これを防止するために、溶接準備過程で2
本の鋼材の接合端部の目違いを矯正する必要がある。こ
の目違いの矯正冶具として、例えば図6に示すように、
L字状に形成された保持冶具20を複数個使用し、各保
持冶具20の短辺側の先端部を、接合する2本のH形鋼
1a,1bの一方のH形鋼1bの接合端から一定距離隔
てた位置に溶接して固定し、図6(a)に示すように、
この保持冶具20の長辺側に取り付けたボルト21で他
方のH形鋼1aの接合端から一定距離隔てた位置を押し
てH形鋼1aの端部を移動して目違いを矯正したり、図
6(b)に示すように、保持冶具とH形鋼1aの間にク
サビ22を打ち込んで目違いを矯正している。
When welding steel materials such as H-section steel, 2
If a welded joint with misalignment is formed by welding with the joint ends of the steel materials of this book having a misalignment, when tensile load acts on the welded joint with misalignment, bending stress is superimposed in addition to tensile stress. As a result, stress concentrates and the fracture load of the welded joint decreases. To prevent this, in the welding preparation process, 2
It is necessary to correct the misalignment of the joint ends of the steel materials of the book. As a correction jig for this misalignment, for example, as shown in FIG.
A plurality of L-shaped holding jigs 20 are used, and one end of one H-shaped steel 1b of the two H-shaped steels 1a and 1b that joins the short-side tips of the respective holding jigs 20. Is fixed by welding at a position separated by a certain distance from, as shown in FIG.
A bolt 21 attached to the long side of the holding jig 20 pushes a position separated from the joining end of the other H-section steel 1a by a predetermined distance to move the end of the H-section steel 1a to correct misalignment, or As shown in 6 (b), a wedge 22 is driven between the holding jig and the H-shaped steel 1a to correct the misalignment.

【0004】[0004]

【発明が解決しようとする課題】上記保持冶具20を使
用した場合、複数個の保持冶具20を一方のH形鋼1b
に溶接して固定する必要があり、溶接準備過程で溶接個
所が多くなり、保持冶具20の固定に多くの時間がかか
ってしまう。また、溶接後に保持冶具20を取り外すた
めのグラインダー切削やガス切断が必要であり、後処理
にも多くの時間を要するという短所がある。
When the above holding jig 20 is used, a plurality of holding jigs 20 are attached to one H-shaped steel 1b.
Since it is necessary to weld and fix the welding jig to the welding jig, many welding points are required in the welding preparation process, and it takes a lot of time to fix the holding jig 20. Further, there is a disadvantage in that grinder cutting or gas cutting for removing the holding jig 20 is required after welding, and a lot of time is required for post-treatment.

【0005】また、保持冶具20を溶接により一方のH
形鋼1bに固定するため、H形鋼1bの母材に組織変化
が生じ、高級材料に適用すると割れ等が生じるため、高
級材料には適用することができなかった。
Further, the holding jig 20 is welded to the H
Since the base material of the H-shaped steel 1b is changed in structure because it is fixed to the shaped steel 1b, cracks and the like occur when it is applied to a high-grade material, so that it cannot be applied to a high-grade material.

【0006】さらに、ボルト21を使用して目違いを矯
正した場合、スパッタが生じるフラッシュ溶接や半自動
溶接では、ボルトのねじ部にスパッタが付着するため、
その除去が容易でなく、やはり後処理に多くの時間を要
し、作業性が非常に悪いという短所があった。
Further, when the bolt 21 is used to correct the misalignment, spatter is generated in flash welding or semi-automatic welding, because spatter adheres to the thread portion of the bolt.
However, it is not easy to remove them, and it takes a lot of time for post-treatment, and the workability is very poor.

【0007】また、H形鋼等の鋼材をフラッシュ溶接等
で圧接した場合、溶接時に溶接部近傍が変形して目違い
が生じる危険性もあった。
In addition, when a steel material such as an H-shaped steel is pressure-welded by flash welding or the like, there is a risk that the vicinity of the welded portion may be deformed during welding to cause misalignment.

【0008】この発明は係る短所を改善し、接合する鋼
材の目違いや鋼材の接合端の変形を短時間で簡単に矯正
するとともに溶接中に目違いや変形が生じることを防止
することができる鋼材の端部拘束冶具を提供することを
目的とするものである。
The present invention improves the above disadvantages, corrects the misalignment of the steel materials to be joined and the deformation of the joining ends of the steel materials easily in a short time, and can prevent the misalignment and deformation during welding. The object is to provide an edge restraint jig for steel materials.

【0009】[0009]

【課題を解決するための手段】この発明に係る鋼材の端
部拘束冶具は、接合する鋼材の接合端部近傍に取り付け
る拘束部材とクサビを有し、拘束部材は1対の拘束板
と、拘束板を連結する押え部材を有し、拘束板は接合す
る鋼材の側面から中心近傍まで挿入する保持溝を有し、
押え部材は鋼材との間でクサビの打ち込み空間を形成す
るように1対の拘束板に連結されたことを特徴とする。
A steel material end restraint jig according to the present invention has a restraint member and a wedge to be attached near a joint end portion of a steel material to be joined, and the restraint member includes a pair of restraint plates and a restraint plate. It has a pressing member that connects the plates, and the restraint plate has a holding groove that is inserted from the side surface of the steel material to be joined to near the center,
The holding member is characterized in that it is connected to the pair of restraint plates so as to form a wedge driving space between the holding member and the steel member.

【0010】この発明に係るH形鋼の端部拘束冶具は、
接合するH形鋼の接合端部近傍に取り付ける拘束部材と
クサビを有し、拘束部材は1対の拘束板と、拘束板を連
結する押え部材を有し、拘束板は接合するH形鋼のフラ
ンジ部分の厚さと長さより一定寸法だけ大きく形成され
ている保持溝を有し、押え部材は保持溝の溝底近傍で、
保持溝から一定距離離れた位置に設けられ、H形鋼のフ
ランジ部分との間でクサビの打ち込み空間を形成するよ
うに1対の拘束板に連結されたことを特徴とする。
An H-section steel end restraint jig according to the present invention is
The H-shaped steel to be joined has a constraining member and a wedge attached near the joint end, the constraining member has a pair of constraining plates and a holding member for connecting the constraining plates, and the constraining plate is of the H-shaped steel to be joined. The holding member has a holding groove formed to be larger than the thickness and length of the flange portion by a certain dimension, and the pressing member is near the groove bottom of the holding groove.
It is characterized in that it is provided at a certain distance from the holding groove and is connected to a pair of restraint plates so as to form a wedge driving space with the flange portion of the H-shaped steel.

【0011】[0011]

【発明の実施の形態】この発明のH形鋼の端部矯正冶具
は、接合するH形鋼の接合端部に取り付ける拘束部材と
複数のクサビを有する。拘束部材は、1対の拘束板と、
拘束板を連結する例えば棒鋼や平鋼からなる3本の押え
部材を有する。拘束板には接合するH形鋼のフランジ部
分の厚さと長さより一定寸法だけ大きく形成された2本
の保持溝を有し、保持溝の溝底近傍の外側と内側で、保
持溝から一定距離離れた位置にそれぞれ押え部材を有す
る。
BEST MODE FOR CARRYING OUT THE INVENTION The H-section steel end straightening jig of the present invention has a restraint member and a plurality of wedges attached to the joint ends of the H-section steel to be joined. The restraint member includes a pair of restraint plates,
It has three pressing members made of, for example, bar steel or flat steel for connecting the constraining plates. The restraint plate has two holding grooves formed by a certain dimension larger than the thickness and length of the flange portion of the H-shaped steel to be joined, and a fixed distance from the holding groove on the outside and inside near the groove bottom of the holding groove. It has a pressing member at each separated position.

【0012】この端部矯正冶具を使用してH形鋼をフラ
ッシュ溶接するときは、まず、拘束部材を架台にセット
されたH形鋼の両端部のフランジ部分の両側から挿入
し、接合端部から一定距離離れた位置に拘束部材を取り
付ける。その後、拘束部材の各押え部材とH形鋼のフラ
ンジ部分の間にそれぞれクサビを打ち込み、目違いを矯
正し、接合するH形鋼の芯出しを行い、拘束部材と各ク
サビでH形鋼のフランジ部分を拘束した状態で溶接を行
う。
When H-section steel is flash-welded using this end straightening jig, first, the restraining members are inserted from both sides of the flange portions at both ends of the H-section steel set on the frame to join the joint ends. Attach a restraint member at a position that is a certain distance away from. After that, a wedge is driven between each holding member of the restraint member and the flange portion of the H-section steel, the misalignment is corrected, and the H-section steel to be joined is centered. Weld with the flange restrained.

【0013】[0013]

【実施例】この発明の一実施例のH形鋼の端部矯正冶具
は、図1(a)の正面図と(b)の側面図に示すよう
に、接合するH形鋼1の接合端部に取り付ける拘束部材
2と複数のクサビを有する。拘束部材2は、1対の拘束
板3a,3bと、拘束板3a,3bを連結する例えば棒
鋼や平鋼からなる3本の押え部材4を有する。拘束板3
a,3bには接合するH形鋼1のフランジ部分11を挿
入する2本の保持溝5を有する。保持溝5の幅と深さは
フランジ部分11の厚さと長さより一定寸法だけ大きく
形成されている。フランジ部分1aを挿入する2本の保
持溝5を有する。各押え部材4は保持溝5の溝底近傍に
設けられ、2本の押え部材4はそれぞれ保持溝5の外側
の位置で、端部が保持溝5から一定距離離れて取り付け
られ、1本の押え部材4は、一方の保持溝5の内側の位
置で、端部が保持溝5から一定距離離れて取り付けられ
ている。
EXAMPLE As shown in the front view of FIG. 1 (a) and the side view of FIG. 1 (b), an end straightening jig for H-section steel according to an embodiment of the present invention has a joining end of H-section steel 1 to be joined. It has a restraint member 2 attached to the section and a plurality of wedges. The restraint member 2 has a pair of restraint plates 3a and 3b, and three pressing members 4 made of, for example, a steel bar or a flat steel for connecting the restraint plates 3a and 3b. Restraint plate 3
Two holding grooves 5 into which the flange portion 11 of the H-shaped steel 1 to be joined are inserted are provided in a and 3b. The width and depth of the holding groove 5 are larger than the thickness and length of the flange portion 11 by a certain dimension. It has two holding grooves 5 into which the flange portion 1a is inserted. Each holding member 4 is provided in the vicinity of the groove bottom of the holding groove 5, and the two holding members 4 are attached to the outside of the holding groove 5 with their ends separated from the holding groove 5 by a certain distance. The holding member 4 is mounted inside the one holding groove 5 at an end thereof with a certain distance from the holding groove 5.

【0014】上記のように構成した端部矯正冶具を使用
してH形鋼1をフラッシュ溶接するときは、まず、図2
に示すように、拘束部材2の2本の押え部材4が設けら
た保持溝5を上えにして架台にセットされたH形鋼1
a,1bの両端部のフランジ部分11の両側から拘束部
材2を挿入し、接合端部から一定距離D、例えば40m
m離れた位置に拘束部材2を取り付ける。この拘束部材
2をH形鋼1a,1bに取り付けるときに、拘束部材2
をH形鋼1a,1bの両側面から取り付けるから、簡単
に取り付けて位置決めすることができる。その後、H形
鋼1a,1bの目違いを矯正するために、図3の正面断
面図に示すように、拘束部材2の各押え部材4とH形鋼
1a,1bのフランジ部分11の間にそれぞれクサビ6
を打ち込む。このクサビ6の打ち込みによりH形鋼1
a,1bのフランジ部分11を押圧して最大で拘束板3
a,3bの保持溝5の大きさとフランジ部分11の寸法
の差だけH形鋼1a,1bを移動することができる。そ
こでクサビ6を打ち込むときに、クサビ6の打ち込み順
序や打ち込み強さを考慮して打ち込みH形鋼1a,1b
を上下に移動して目違いを矯正し、H形鋼1a,1bの
芯出しを行い、拘束部材2と各クサビ6でH形鋼1a,
1bのフランジ部分11を拘束する。このフランジ部分
11を拘束するとき、クサビ6をH形鋼1a,1bの両
側面から打ち込むことができるから、クサビ6を容易に
打ち込むことができるとともに打ち込み力を調節するこ
とができる。また、目違いの矯正を各H形鋼1a,1b
単独で行うことができるから、目違いの矯正作業を容易
に行うことができる。
When the H-section steel 1 is flash-welded by using the end straightening jig constructed as described above, first, as shown in FIG.
As shown in FIG. 1, the H-shaped steel 1 set on the frame with the holding groove 5 provided with the two holding members 4 of the restraining member 2 facing upwards.
The constraining member 2 is inserted from both sides of the flange portion 11 at both ends of a and 1b, and a constant distance D from the joining end portion, for example, 40 m.
The restraint member 2 is attached at a position separated by m. When attaching the restraint member 2 to the H-section steels 1a and 1b, the restraint member 2
Is attached from both side surfaces of the H-section steels 1a and 1b, it is possible to easily attach and position. Then, in order to correct the misalignment of the H-section steels 1a and 1b, as shown in the front sectional view of FIG. 3, between each holding member 4 of the restraint member 2 and the flange portion 11 of the H-section steels 1a and 1b. Each wedge 6
Type in. The H-shaped steel 1 is produced by driving the wedge 6
The flange plate 11 of a and 1b is pressed to restrain the restraint plate 3 at the maximum.
The H-section steels 1a and 1b can be moved by the difference between the size of the holding groove 5 of a and 3b and the size of the flange portion 11. Therefore, when driving the wedges 6, the driving H-section steels 1a and 1b are considered in consideration of the driving order and the driving strength of the wedges 6.
Is moved up and down to correct the misalignment, the H-section steels 1a and 1b are centered, and the restraint member 2 and each wedge 6 are used to form the H-section steels 1a and 1b.
Restrain the flange portion 11 of 1b. When the flange portion 11 is restrained, the wedge 6 can be driven from both side surfaces of the H-shaped steels 1a and 1b, so that the wedge 6 can be easily driven and the driving force can be adjusted. Also, correct the misalignment for each H-section steel 1a, 1b
Since it can be performed independently, the work of correcting the misalignment can be easily performed.

【0015】拘束部材2とクサビ6でH形鋼1a,1b
の芯出しと拘束をした後、溶接装置をH形鋼1a,1b
の接合部に位置決めしてセットし、溶接装置でフラッシ
ュ溶接を行いH形鋼1a,1bを接合する。このフラッ
シュ溶接するときにH形鋼1a,1bの接合端部を拘束
部材2とクサビ6で拘束しているから、溶接中にH形鋼
1a,1bの接合部に目違いが生じることを防ぐことが
できる。したがって強度の高い溶接継手を安定して形成
することができる。また、接合部の両側に拘束部材2が
設けられているから、溶接中に生じるスパッタの飛散を
拘束板3a,3bで抑制することもできる。
The H-shaped steels 1a and 1b are composed of the restraint member 2 and the wedge 6.
After centering and restraining the H-shaped steel 1a, 1b
Then, the H-shaped steels 1a and 1b are welded by flash welding using a welding device. Since the joint ends of the H-section steels 1a and 1b are constrained by the restraint member 2 and the wedge 6 during this flash welding, it is possible to prevent misalignment between the joint sections of the H-section steels 1a and 1b during welding. be able to. Therefore, a high-strength welded joint can be stably formed. Further, since the restraint members 2 are provided on both sides of the joint, the restraint plates 3a and 3b can suppress the scattering of spatter that occurs during welding.

【0016】H形鋼1a,1bの溶接が終了し、接合部
から溶接装置を除去したらクサビ6を取り外してH形鋼
1a,1bの拘束を解除し、拘束部材2を取り外す。こ
のようにクサビ6を取り外すだけでH形鋼1a,1bか
ら拘束部材2を短時間で簡単に取り外すことができる。
When the welding of the H-section steels 1a and 1b is completed and the welding device is removed from the joint, the wedge 6 is removed to release the restraint of the H-section steels 1a and 1b, and the restraint member 2 is removed. In this way, the restraint member 2 can be easily removed from the H-shaped steels 1a and 1b in a short time only by removing the wedge 6.

【0017】上記実施例は拘束部材2に3本の押え部材
4を設けた場合について説明したが、図4の正面断面図
に示すように、各保持溝5の外側と内側に押え部材4を
設けても良い。このように各保持溝5の両側に押え部材
4を設けることにより、H形鋼1a,1bの目違いを矯
正して拘束できるとともに、クサビ6を打ち込むことに
よりH形鋼1a,1bのフランジ部分11の変形を修正
することもでき、良質な溶接継手を安定して形成するこ
とができる。また、各保持溝5の外側にだけ押え部材を
設け、クサビ6の打ち込み具合を調節することにより、
H形鋼1a,1bの目違いを矯正して拘束するようにし
ても良い。
In the above-mentioned embodiment, the case where the restraining member 2 is provided with the three holding members 4 has been described. However, as shown in the front sectional view of FIG. 4, the holding members 4 are provided outside and inside each holding groove 5. It may be provided. By providing the pressing members 4 on both sides of each holding groove 5 in this manner, the misalignment of the H-section steels 1a and 1b can be corrected and restrained, and by driving the wedges 6, the flange portions of the H-section steels 1a and 1b. The deformation of No. 11 can be corrected, and a good quality welded joint can be stably formed. Further, by providing a pressing member only on the outside of each holding groove 5 and adjusting the driving condition of the wedge 6,
You may make it correct | amend and correct the misalignment of H-section steel 1a, 1b, and may restrain it.

【0018】また、上記実施例はH形鋼1の目違いを矯
正して拘束する場合について説明したが、図5の正面断
面図に示すように、接合する鋼管7の外径に応じた内周
面を有する拘束部材2aにクサビ6を押圧する押え部材
4を設けることにより、接合する鋼管7の目違いも同様
にして矯正して溶接中に拘束しておくことができる。さ
らに、他の形鋼等の溶接においても、上記と同様な端部
矯正冶具を使用することにより、接合するときの目違い
を矯正できるとともに溶接中に目違いが生じる事を防ぐ
ことができる。
In the above embodiment, the case where the misalignment of the H-section steel 1 is corrected and restrained is explained. However, as shown in the front sectional view of FIG. By providing the pressing member 4 that presses the wedge 6 on the restraining member 2a having the peripheral surface, the misalignment of the steel pipes 7 to be joined can be similarly corrected and restrained during welding. Further, in the welding of other shaped steels and the like, it is possible to correct the misalignment at the time of joining and prevent the misalignment from occurring during welding by using the same end correction jig as described above.

【0019】[0019]

【発明の効果】この発明は以上説明したように、接合す
る鋼材の接合端部近傍に拘束部材を取り付け、拘束部材
の1対の拘束板を連結する押え部材と鋼材との間にクサ
ビを打ち込み、各鋼材を単独で微小距離移動するように
したから、鋼材の接合部の目違いを短時間で簡単に矯正
することができ、溶接準備時間を大幅に短縮することが
できる。
As described above, according to the present invention, a restraint member is attached in the vicinity of a joining end portion of a steel material to be joined, and a wedge is driven between a pressing member for connecting a pair of restraint plates of the restraint member and the steel material. Since each steel material is independently moved by a minute distance, it is possible to easily correct the misalignment of the joint portion of the steel material in a short time, and to significantly shorten the welding preparation time.

【0020】また、H形鋼を接合するときに、押え部材
で連結される1対の拘束板にH形鋼のフランジ部分の厚
さと長さより一定寸法だけ大きく形成されている保持溝
を設け、この保持溝をH形鋼のフランジ部分に挿入する
ことにより、拘束部材をH形鋼に容易に取り付けること
ができる。
Further, when joining the H-section steels, a pair of restraint plates connected by a pressing member are provided with holding grooves formed by a certain dimension larger than the thickness and length of the flange section of the H-section steel, The restraint member can be easily attached to the H-section steel by inserting the holding groove into the flange portion of the H-section steel.

【0021】また、H形鋼のフランジ部分を拘束すると
き、クサビをH形鋼の側面から打ち込むことができるか
ら、クサビを容易に打ち込むことができるとともに打ち
込み力を容易に調節することができ、目違いの矯正作業
を容易に行うことができる。
Further, when restraining the flange portion of the H-section steel, since the wedge can be driven from the side surface of the H-section steel, the wedge can be easily driven and the driving force can be easily adjusted. It is possible to easily correct misalignment.

【0022】さらに、H形鋼等の鋼材を溶接するとき
に、H形鋼の接合端部を拘束部材とクサビで拘束してい
るから、溶接中にH形鋼の接合部に目違いが生じること
を防ぐことができ、強度の高い溶接継手を安定して形成
することができる。また、接合部の両側に拘束部材が設
けられているから、溶接中に生じるスパッタの飛散を拘
束板で抑制することもできる。
Furthermore, when welding a steel material such as H-section steel, the joint end of the H-section steel is constrained by the restraint member and the wedge, so that a misalignment occurs in the joint section of the H-section steel during welding. This can be prevented, and a high-strength welded joint can be stably formed. Further, since the restraint members are provided on both sides of the joint portion, the restraint plate can suppress scattering of spatter that occurs during welding.

【0023】また、溶接後にクサビを取り外すだけで鋼
材から拘束部材を取り外すことができるから、溶接した
鋼材から端部拘束冶具を短時間で取り外すことができ、
溶接作業を短時間で効率良く行うことができる。
Further, since the restraint member can be removed from the steel material only by removing the wedge after welding, the end restraint jig can be removed from the welded steel material in a short time,
Welding work can be performed efficiently in a short time.

【0024】さらに、H形鋼のフランジ部分の内外面を
クサビで押圧することにより、H形鋼のフランジ部分の
変形を修正することもでき、良質な溶接継手を安定して
形成することができる。
Further, by pressing the inner and outer surfaces of the flange portion of the H-section steel with wedges, the deformation of the flange portion of the H-section steel can be corrected and a good quality welded joint can be stably formed. .

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

【図1】この発明の実施例の拘束部材の構成図である。FIG. 1 is a configuration diagram of a restraint member according to an embodiment of the present invention.

【図2】H形鋼に拘束部材を取り付けた状態を示す側面
図である。
FIG. 2 is a side view showing a state in which a restraint member is attached to H-section steel.

【図3】H形鋼を拘束した状態を示す正面断面図であ
る。
FIG. 3 is a front sectional view showing a state in which an H-shaped steel is restrained.

【図4】第2の実施例でH形鋼を拘束した状態を示す正
面断面図である。
FIG. 4 is a front sectional view showing a state in which an H-shaped steel is restrained in the second embodiment.

【図5】第3の実施例で鋼管を拘束した状態を示す正面
断面図である。
FIG. 5 is a front sectional view showing a state in which a steel pipe is restrained in a third embodiment.

【図6】従来例の構成を示す側面図である。FIG. 6 is a side view showing a configuration of a conventional example.

【符号の説明】[Explanation of symbols]

1;H形鋼、2;拘束部材、3;拘束板、4;押え部
材、5;保持溝、6;クサビ。
1; H-section steel, 2; Restraint member, 3; Restraint plate, 4; Holding member, 5; Holding groove, 6; Wedge.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 秀雄 千葉県印西市大塚1丁目5番地1 株式会 社竹中工務店技術研究所内 (72)発明者 古川 英樹 千葉県印西市大塚1丁目5番地1 株式会 社竹中工務店技術研究所内 (72)発明者 土屋 敏明 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 松丸 貴司 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 金山 潔士 神奈川県横浜市鶴見区小野町88番地 日本 鋼管工事株式会社内 (72)発明者 渡辺 和義 神奈川県横浜市鶴見区小野町88番地 日本 鋼管工事株式会社内 (72)発明者 岸田 仁 神奈川県横浜市鶴見区小野町88番地 日本 鋼管工事株式会社内 (72)発明者 藤井 充 神奈川県横浜市鶴見区小野町88番地 日本 鋼管工事株式会社内 (72)発明者 矢作 勇 神奈川県横浜市鶴見区小野町88番地 日本 鋼管工事株式会社内   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Hideo Sato             Chiba Prefecture Inzai City 1-5 Otsuka 1 Stock Association             Takenaka Corporation Technical Research Institute (72) Inventor Hideki Furukawa             Chiba Prefecture Inzai City 1-5 Otsuka 1 Stock Association             Takenaka Corporation Technical Research Institute (72) Inventor Toshiaki Tsuchiya             8-21-21 Ginza, Chuo-ku, Tokyo Stock market             Takenaka Corporation Tokyo Main Store (72) Inventor Takashi Matsumaru             8-21-21 Ginza, Chuo-ku, Tokyo Stock market             Takenaka Corporation Tokyo Main Store (72) Inventor Kiyoshi Kanayama             88 Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Japan             Steel Pipe Construction Co., Ltd. (72) Inventor Kazuyoshi Watanabe             88 Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Japan             Steel Pipe Construction Co., Ltd. (72) Inventor Hitoshi Kishida             88 Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Japan             Steel Pipe Construction Co., Ltd. (72) Inventor Mitsuru Fujii             88 Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Japan             Steel Pipe Construction Co., Ltd. (72) Inventor Yahagi Isamu             88 Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Japan             Steel Pipe Construction Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 接合する鋼材の接合端部近傍に取り付け
る拘束部材とクサビを有し、拘束部材は1対の拘束板
と、拘束板を連結する押え部材を有し、拘束板は接合す
る鋼材の側面から中心近傍まで挿入する保持溝を有し、
押え部材は鋼材との間でクサビの打ち込み空間を形成す
るように1対の拘束板に連結されたことを特徴とする鋼
材の端部拘束冶具。
1. A restraint member to be attached near a joint end of a steel material to be joined and a wedge, the restraint member having a pair of restraint plates and a holding member connecting the restraint plates, the restraint plate being a steel member to be joined. Has a holding groove that is inserted from the side surface of the
The steel member end restraint jig is characterized in that the pressing member is connected to a pair of restraint plates so as to form a wedge-driving space with the steel member.
【請求項2】 接合するH形鋼の接合端部近傍に取り付
ける拘束部材とクサビを有し、拘束部材は1対の拘束板
と、拘束板を連結する押え部材を有し、拘束板は接合す
るH形鋼のフランジ部分の厚さと長さより一定寸法だけ
大きく形成されている保持溝を有し、押え部材は保持溝
の溝底近傍で、保持溝から一定距離離れた位置に設けら
れ、H形鋼のフランジ部分との間でクサビの打ち込み空
間を形成するように1対の拘束板に連結されたことを特
徴とする鋼材の端部拘束冶具。
2. A H-shaped steel to be joined has a restraint member to be attached near the joining end and a wedge, and the restraint member has a pair of restraint plates and a holding member for connecting the restraint plates, and the restraint plate is joined. The holding member has a holding groove formed to be larger than the thickness and length of the flange portion of the H-shaped steel by a certain dimension. An end restraint jig for a steel material, which is connected to a pair of restraint plates so as to form a wedge driving space with a flange portion of a shaped steel.
JP2001180948A 2001-06-15 2001-06-15 Jig for restricting end of steel material Pending JP2003001489A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001180948A JP2003001489A (en) 2001-06-15 2001-06-15 Jig for restricting end of steel material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001180948A JP2003001489A (en) 2001-06-15 2001-06-15 Jig for restricting end of steel material

Publications (1)

Publication Number Publication Date
JP2003001489A true JP2003001489A (en) 2003-01-08

Family

ID=19021287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001180948A Pending JP2003001489A (en) 2001-06-15 2001-06-15 Jig for restricting end of steel material

Country Status (1)

Country Link
JP (1) JP2003001489A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT500656A3 (en) * 2004-07-27 2006-05-15 Sticht Fertigungstech Stiwa MULTIPLE ASSEMBLY, METHOD AND WELDING SYSTEM FOR PRODUCING THE ASSEMBLY
CN104400238A (en) * 2014-11-25 2015-03-11 上海交通大学 H-girder welding deformation control device
CN107378314A (en) * 2017-06-22 2017-11-24 山东三维钢结构股份有限公司 A kind of large-scale i-beam structure anti-deformation welding and forming device
CN110315229A (en) * 2019-06-27 2019-10-11 中国二十二冶集团有限公司 Steel plate spelling groove profile welds distortion-free construction method
CN112108786A (en) * 2020-08-26 2020-12-22 山东南山铝业股份有限公司 Workpiece welding equipment and welding method thereof
CN114310100A (en) * 2021-11-29 2022-04-12 上海江南长兴造船有限责任公司 Device and method for controlling butt welding deformation of section steel
CN114310100B (en) * 2021-11-29 2024-05-17 上海江南长兴造船有限责任公司 Device and method for controlling deformation of section steel butt welding

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT500656A3 (en) * 2004-07-27 2006-05-15 Sticht Fertigungstech Stiwa MULTIPLE ASSEMBLY, METHOD AND WELDING SYSTEM FOR PRODUCING THE ASSEMBLY
CN104400238A (en) * 2014-11-25 2015-03-11 上海交通大学 H-girder welding deformation control device
CN107378314A (en) * 2017-06-22 2017-11-24 山东三维钢结构股份有限公司 A kind of large-scale i-beam structure anti-deformation welding and forming device
CN110315229A (en) * 2019-06-27 2019-10-11 中国二十二冶集团有限公司 Steel plate spelling groove profile welds distortion-free construction method
CN112108786A (en) * 2020-08-26 2020-12-22 山东南山铝业股份有限公司 Workpiece welding equipment and welding method thereof
CN114310100A (en) * 2021-11-29 2022-04-12 上海江南长兴造船有限责任公司 Device and method for controlling butt welding deformation of section steel
CN114310100B (en) * 2021-11-29 2024-05-17 上海江南长兴造船有限责任公司 Device and method for controlling deformation of section steel butt welding

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