JP6381762B1 - Beam reinforcement - Google Patents

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JP6381762B1
JP6381762B1 JP2017198076A JP2017198076A JP6381762B1 JP 6381762 B1 JP6381762 B1 JP 6381762B1 JP 2017198076 A JP2017198076 A JP 2017198076A JP 2017198076 A JP2017198076 A JP 2017198076A JP 6381762 B1 JP6381762 B1 JP 6381762B1
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hole
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reinforcing member
opening forming
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正己 石原
正己 石原
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正己 石原
正己 石原
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Abstract

【課題】突き合わせ溶接の際に裏当て金を用いる必要もなく、初層溶接部の広がりを広くして溶接トーチの十分な運棒範囲を確保して健全な溶接を行うこと。
【解決手段】挿入部5の外側面とウェブ1Aの貫通孔2の開口形成面2Aとを突合せ溶接するために、貫通孔2に挿入部5を挿通させて、フランジ部6の一方の側面6Aを貫通孔2の周縁部に当接させた際に、挿入部5の挿入基端部5Aと開口形成面2Aとの間に互いに当接しているウェブ1Aとフランジ部6との微小のすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間S1を形成し、且つ挿入基端部5Aに連通する挿入中間部5Bの外形の断面形状をその開先底SSから曲線とすると共に挿入中間部5Bに連通する挿入先端部5Cの外形の断面形状を直線として、挿入部5の挿入中間部5B及び挿入先端部5Cと貫通孔2の開口形成面2Aとの間にJ形開先S2を形成した。
【選択図】図3
There is no need to use a backing metal at the time of butt welding, and widening of the first layer welded portion is ensured to ensure a sufficient carrying range of the welding torch for sound welding.
In order to butt weld an outer surface of an insertion portion and an opening forming surface of a through hole of a web, the insertion portion is inserted into the through hole and one side surface of the flange portion is taken. Between the web 1A and the flange portion 6 that are in contact with each other between the insertion base end portion 5A of the insertion portion 5 and the opening forming surface 2A. A gas venting space S1 for venting the shield gas of the first layer welding is formed, and an outer cross-sectional shape of the insertion intermediate portion 5B communicating with the insertion base end portion 5A is curved from the groove bottom SS. In addition, the cross-sectional shape of the outer shape of the insertion tip 5C communicating with the insertion middle 5B is a straight line, and a J-shaped opening is formed between the insertion middle 5B and the insertion tip 5C of the insertion 5 and the opening forming surface 2A of the through hole 2. The tip S2 was formed.
[Selection] Figure 3

Description

本発明は、鉄骨梁のウェブに形成された貫通孔に設けられる梁補強部材に関するものである。   The present invention relates to a beam reinforcing member provided in a through-hole formed in a steel beam web.

H形鋼やI形鋼などは、建築構造物の梁として広く用いられているが、このような梁においては、建築構造物内部に設けられる配管を通すための貫通孔を形成する場合がある。その際、貫通孔を形成したことによる梁の強度の低下を防ぐために、貫通孔に補強用の金具として、一般に梁補強部材を溶接により取り付けることが多い。   H-shaped steel, I-shaped steel, and the like are widely used as beams for building structures, but in such beams, there are cases in which through holes for passing pipes provided inside the building structure are formed. . At that time, in order to prevent the strength of the beam from being lowered due to the formation of the through hole, a beam reinforcing member is generally attached to the through hole as a reinforcing metal fitting by welding.

このような梁補強部材としては、例えば特許文献1に示すように、リング状梁補強部材の周囲を梁ウェブにすみ肉溶接して固着させる方法や、また特許文献2に示すようにリング状の鋼板の外側に傾斜面を設けウェブの開口部に挿入して溶接固定し、ウェブ欠損による強度低下を押さえる方法などがある。   As such a beam reinforcing member, for example, as shown in Patent Document 1, a ring-shaped beam reinforcing member is circumferentially welded to a beam web and fixed, or as shown in Patent Document 2, a ring-shaped reinforcing member is used. There is a method in which an inclined surface is provided on the outer side of the steel plate, inserted into the opening of the web and fixed by welding, and a decrease in strength due to web breakage is suppressed.

特開2007―162243号公報JP 2007-162243 A 特開2011−174311号公報JP 2011-174411 A

しかしながら、前記特許文献1に記載されている溶接法はすみ肉溶接であり、図12(イ)に示すように、配管を通すための挿通孔7を有する梁補強部材14の位置が鉄骨梁11のフランジ11Bの近傍にある場合は、このフランジ11Bが適正なすみ肉溶接の溶接トーチ10のトーチ角度θ1の邪魔になり、正しい溶接運棒ができない。また、ウェブ11Aに前記梁補強部材14の外周をすみ肉溶接するものであるため、補強する部位が前記フランジ11B寄りに偏芯している場合には溶接不良が発生し易い。   However, the welding method described in Patent Document 1 is fillet welding. As shown in FIG. 12 (a), the position of the beam reinforcing member 14 having the insertion hole 7 through which the pipe passes is the position of the steel beam 11. If it is in the vicinity of the flange 11B, this flange 11B obstructs the torch angle θ1 of the appropriate fillet welding welding torch 10, and a correct welding rod cannot be obtained. Further, since the outer periphery of the beam reinforcing member 14 is fillet welded to the web 11A, if the portion to be reinforced is eccentric to the flange 11B, a welding failure is likely to occur.

即ち、前記特許文献1に示すすみ肉溶接のトーチ角度θ1は40度前後が適正であるが、図12(ロ)に示すように、補強する部位が前記フランジ11B寄りに偏芯して前記フランジ11Bの近傍に位置する場合にはトーチ角度θ2は鉛直に近くなって、すみ肉溶接には不向きの角度となってしまう。この結果、等脚溶接が望ましいが、図13に示すように、溶接部19の鉛直方向の溶着長さLL1が短く、逆に水平方向の溶着長さLL2が長すぎて不等脚溶接になってしまい、溶接不良となってしまうことになる。   That is, the fillet welding torch angle θ1 shown in Patent Document 1 is about 40 degrees, but as shown in FIG. 12B, the portion to be reinforced is eccentric to the flange 11B and the flange In the case of being located in the vicinity of 11B, the torch angle θ2 is close to the vertical, and is not suitable for fillet welding. As a result, it is desirable to weld with equal legs, but as shown in FIG. 13, the welding length LL1 in the vertical direction of the welded portion 19 is short, and on the contrary, the welding length LL2 in the horizontal direction is too long, resulting in unequal leg welding. Will result in poor welding.

また、特許文献2に示す溶接は、図14のように、配管を通すための挿通孔7Aを有する梁補強部材24が開先を有する突合せ溶接であるが、ルートギャップを持っていないため、前記溶接トーチ10の運棒範囲mが極端に狭く、十分な運棒範囲mが確保できず、初層溶接部9A1は溶接材料の溶け込みが悪く母材との融合がうまくいかず、溶け込み不良が発生する。   Further, as shown in FIG. 14, the welding shown in Patent Document 2 is a butt welding in which the beam reinforcing member 24 having the insertion hole 7A for passing the pipe has a groove, but has no root gap. The carrying rod range m of the welding torch 10 is extremely narrow, and a sufficient carrying rod range m cannot be secured, and the first layer weld 9A1 has poor penetration of the welding material and does not fuse well with the base material, resulting in poor penetration. To do.

即ち、上記特許文献2に示す溶接は、前記梁補強部材24の開先底SS1において鉄骨梁12のウェブ12Aとの間にルートギャップが無いので、前記初層溶接部9A1の広がり断面が極端に小さく、溶接材料の先端が溶接のねらい点に到達する前に、周辺材とスパークしてしまい、前記開先底SS1までアークが届かない。従って、トーチ角度θ3が20度前後確保できるも前記運棒範囲mも狭く、前記溶接トーチ10は滑らかに移行できず、溶接材料の溶け込みが悪く、母材との融合がうまくいかず、溶け込み不良が発生する。   That is, in the welding shown in Patent Document 2, since there is no route gap between the web 12A of the steel beam 12 at the groove bottom SS1 of the beam reinforcing member 24, the spread section of the first layer weld 9A1 is extremely large. Before the tip of the welding material reaches the welding target point, it sparks with the surrounding material, and the arc does not reach the groove bottom SS1. Therefore, although the torch angle θ3 can be secured around 20 degrees, the rod range m is narrow, the welding torch 10 cannot smoothly move, the welding material does not melt well, the fusion with the base material does not work well, and the penetration is poor. Will occur.

そこで本発明は、突き合わせ溶接の際に裏当て金を用いる必要もなく、初層溶接部の広がりを広くし、溶接トーチの十分な運棒範囲が確保できて健全な溶接を行うことができる梁補強部材を提供することを目的とする。   Therefore, the present invention eliminates the need for using a backing metal during butt welding, widens the spread of the first-layer weld, secures a sufficient range of the welding torch, and can perform sound welding. An object is to provide a reinforcing member.

このため第1の発明は、鉄骨梁のウェブに形成された貫通孔に設けられる梁補強部材であって、
リング状を呈して配管を通すための挿通孔が開設され、且つ前記貫通孔より外径が小さくて前記貫通孔に挿入される挿入部と、前記貫通孔より外径が大きくて前記挿入部が前記貫通孔に挿入されると一方の側面が前記貫通孔の周縁部に当接するフランジ部とを備え、
前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、
前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、
且つ前記挿入基端部に連通する挿入中間部の外形の断面形状をその開先底から曲線とすると共に前記挿入中間部に連通する挿入先端部の外形の断面形状を直線として、前記挿入部の前記挿入中間部及び前記挿入先端部と前記貫通孔の前記開口形成面との間にJ形開先を形成した
ことを特徴する。
Therefore, the first invention is a beam reinforcing member provided in a through hole formed in a steel beam web,
An insertion hole for presenting a ring shape and allowing the piping to pass therethrough is formed, and an insertion portion having an outer diameter smaller than the through hole and inserted into the through hole, and an outer diameter larger than the through hole and the insertion portion being When inserted into the through hole, one side surface includes a flange portion that comes into contact with a peripheral edge portion of the through hole,
The insertion portion is inserted into the through hole, and the one side surface of the flange portion is connected to the outer surface of the insertion portion and the opening forming surface of the through hole of the web. When contacting the peripheral edge, between the opening forming surface of the through hole of the web and the outer surface of the insertion portion,
Gas venting for venting the shield gas of the first layer welding through the gap between the web and the flange portion that are in contact with each other between the insertion base end portion of the insertion portion and the opening forming surface of the through hole Forming a space for
The cross-sectional shape of the outer shape of the insertion intermediate portion communicating with the insertion base end portion is curved from the groove bottom and the cross-sectional shape of the outer shape of the insertion distal end portion communicating with the insertion intermediate portion is a straight line. A J-shaped groove is formed between the insertion intermediate portion and the insertion tip portion and the opening forming surface of the through hole.

また第2の発明は、鉄骨梁のウェブに形成された貫通孔に設けられる梁補強部材であって、
リング状を呈して配管を通すための挿通孔が開設され、且つ前記貫通孔より外径が小さくて前記貫通孔に挿入される挿入部と、前記貫通孔より外径が大きくて前記挿入部が前記貫通孔に挿入されると一方の側面が前記貫通孔の周縁部に当接するフランジ部とを備え、
前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、
前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、
且つ前記挿入基端部に連通する他の部分の外形の断面形状をその開先底から曲線として、前記挿入部の前記他の部分と前記貫通孔の前記開口形成面との間にJ形開先を形成した
ことを特徴する。
The second invention is a beam reinforcing member provided in a through hole formed in a steel beam web,
An insertion hole for presenting a ring shape and allowing the piping to pass therethrough is formed, and an insertion portion having an outer diameter smaller than the through hole and inserted into the through hole, and an outer diameter larger than the through hole and the insertion portion being When inserted into the through hole, one side surface includes a flange portion that comes into contact with a peripheral edge portion of the through hole,
The insertion portion is inserted into the through hole, and the one side surface of the flange portion is connected to the outer surface of the insertion portion and the opening forming surface of the through hole of the web. When contacting the peripheral edge, between the opening forming surface of the through hole of the web and the outer surface of the insertion portion,
Gas venting for venting the shield gas of the first layer welding through the gap between the web and the flange portion that are in contact with each other between the insertion base end portion of the insertion portion and the opening forming surface of the through hole Forming a space for
Further, a cross-sectional shape of the outer shape of the other portion communicating with the insertion base end portion is curved from the groove bottom, and a J-shaped opening is formed between the other portion of the insertion portion and the opening forming surface of the through hole. It is characterized by forming the tip.

更に第3の発明は、第1又は第2の発明において、補強に必要な溶接部の充填の高さが、前記フランジ部が当接する前記ウェブの一方の側面の反対側の他方の側面における前記貫通孔の前記開口形成面の挿入先端側の端部又は前記梁補強部材の前記挿入部の外側面の挿入先端側の端部までのいずれか低い端部まで形成されることを特徴とする。   Furthermore, the third invention is the first or second invention, wherein the height of filling of the welded portion necessary for reinforcement is such that the flange on the other side opposite to the one side of the web is in contact with the flange. It is characterized in that it is formed up to the lower end of the end of the through hole on the insertion tip side or the end of the beam reinforcing member on the insertion tip side of the outer surface of the insertion portion.

本発明によれば、突き合わせ溶接の際に裏当て金を用いる必要もなく、初層溶接部の広がりを広くできるので溶接トーチの十分な運棒範囲が確保できて健全な溶接を行うことができる。また、ガス抜き用の空間を介してガス抜きができて初層溶接の際の溶接材料の溶け込みが促進され、溶け込み不良が起こりにくく良好である。更には、溶接終了の検査は、溶接ゲージや他の検査機器など使用しないでも目視で判定を行うことができる。   According to the present invention, it is not necessary to use a backing metal at the time of butt welding, and since the spread of the first layer welded portion can be widened, it is possible to secure a sufficient carrying range of the welding torch and perform sound welding. . In addition, gas can be vented through the gas venting space, and the penetration of the welding material at the time of the first layer welding is promoted. Furthermore, the inspection of the end of welding can be judged visually without using a welding gauge or other inspection equipment.

本発明の第1の実施形態に係る梁補強部材を鉄骨梁のウェブに装着した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which mounted | wore the steel beam web with the beam reinforcement member which concerns on the 1st Embodiment of this invention. 図1の矢印の指示する方向から見た外形図である矢視図である。It is an arrow view which is the external view seen from the direction which the arrow of FIG. 1 instruct | indicates. 図1の要部拡大図である。It is a principal part enlarged view of FIG. ウェブに開設した貫通孔の開口上端部の位置が梁補強部材の挿入部の上端部の位置より低い場合を示す図である。It is a figure which shows the case where the position of the opening upper end part of the through-hole opened in the web is lower than the position of the upper end part of the insertion part of a beam reinforcement member. ウェブに開設した貫通孔の開口上端部の位置が梁補強部材の挿入部の上端部の位置より高い場合を示す図である。It is a figure which shows the case where the position of the opening upper end part of the through-hole opened in the web is higher than the position of the upper end part of the insertion part of a beam reinforcement member. その下部に厚さL2を加えた厚さにした梁補強部材を示す断面図である。It is sectional drawing which shows the beam reinforcement member made into the thickness which added thickness L2 to the lower part. その下部に厚さL2、その上部に厚さL3を加えた厚さにした梁補強部材を示す断面図である。It is sectional drawing which shows the beam reinforcement member made into thickness which added thickness L2 to the lower part, and added thickness L3 to the upper part. 溶接トーチにより初層溶接を行った状態を示す断面図である。It is sectional drawing which shows the state which performed the first layer welding with the welding torch. 本発明の第2の実施形態に係る梁補強部材を鉄骨梁のウェブに装着した状態を示す要部の断面図である。It is sectional drawing of the principal part which shows the state which mounted | wore the steel beam web with the beam reinforcement member which concerns on the 2nd Embodiment of this invention. 同じく第2の実施形態に係る梁補強部材を鉄骨梁のウェブに装着した状態を示す要部の断面図である。It is sectional drawing of the principal part which shows the state with which the beam reinforcement member which concerns on 2nd Embodiment was similarly mounted | worn on the steel beam web. 同じく第2の実施形態に係る梁補強部材を鉄骨梁の厚いウェブに装着した状態を示す要部の断面図である。It is sectional drawing of the principal part which shows the state with which the beam reinforcement member which concerns on 2nd Embodiment was similarly mounted | worn with the thick web of the steel beam. 特許文献1に記載されているすみ肉溶接を説明するための断面図である。It is sectional drawing for demonstrating fillet welding described in patent document 1. FIG. すみ肉溶接により不等脚溶接された状態の要部断面図である。It is principal part sectional drawing of the state welded by the uneven leg by fillet welding. 特許文献2に記載されている溶接を説明するための断面図である。It is sectional drawing for demonstrating the welding described in patent document 2. FIG.

以下、図を参照しながら、本発明の実施形態について詳細に説明する。先ず、図1は本発明の第1の実施形態に係る梁補強部材4を鉄骨梁1のウェブ1Aに装着した状態を示す縦断面図であり、図2は図1の矢印の指示する方向から見た外形図である矢視図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. First, FIG. 1 is a longitudinal sectional view showing a state in which a beam reinforcing member 4 according to a first embodiment of the present invention is mounted on a web 1A of a steel beam 1, and FIG. 2 is from a direction indicated by an arrow in FIG. It is an arrow view which is the external view seen.

断面形状がI形状のI型鋼や、本実施形態であるH形状のH型鋼から構成される前記鉄骨梁1は補強される母材である前記ウェブ1Aとフランジ1Bとから成り、前記ウェブ1Aの中間部には断面が円形状の貫通孔2が開設されている。   The steel beam 1 composed of an I-shaped steel having an I-shaped cross-section or an H-shaped H-shaped steel according to the present embodiment is composed of the web 1A and the flange 1B, which are base materials to be reinforced, of the web 1A. A through-hole 2 having a circular cross section is formed in the middle part.

前記梁補強部材4は中央部に建築構造物内部に設けられる配管(図示せず)を通すための円形状の挿通孔7Bが開設されてリング状を呈しており、前記貫通孔2より外径が小さくて前記貫通孔2に挿入される挿入部5と、前記貫通孔2より外径が大きくて前記挿入部5が前記貫通孔2に挿入されると一方の側面6Aが前記貫通孔2の周縁部(開口周縁部)に当接する中空円柱状のフランジ部6とを備えている。   The beam reinforcing member 4 is formed in a ring shape with a circular insertion hole 7 </ b> B for passing a pipe (not shown) provided in the building structure at the center, and has an outer diameter from the through hole 2. When the insertion portion 5 is inserted into the through-hole 2 and the outer diameter is larger than the through-hole 2 and the insertion portion 5 is inserted into the through-hole 2, one side surface 6A And a hollow cylindrical flange portion 6 that abuts on the peripheral edge (opening peripheral edge).

そして、前記ウェブ1Aの前記貫通孔2に前記梁補強部材4の前記挿入部5が挿入して、前記梁補強部材4の前記挿入部5の外側面と前記ウェブ1Aの前記貫通孔2の開口形成面2Aとを突合せ溶接するため、前記挿入部5の前記外側面には後述するような特殊な形状が形成され、下向きの突合せ溶接を容易に行うことができる。なお、前記梁補強部材4の材質は前記鉄骨梁1と同一又は類似の材質の金属で構成する。   Then, the insertion portion 5 of the beam reinforcing member 4 is inserted into the through hole 2 of the web 1A, and the outer surface of the insertion portion 5 of the beam reinforcing member 4 and the opening of the through hole 2 of the web 1A. Since the formation surface 2A is butt welded, a special shape as will be described later is formed on the outer surface of the insertion portion 5, and downward butt welding can be easily performed. The material of the beam reinforcing member 4 is made of a metal having the same or similar material as that of the steel beam 1.

前記梁補強部材4の開先部は突き合わせ溶接を行うのであれば、本来しっかりとした大きなルートギャップを設けるべきであるが、本実施形態では前記挿入部5を特殊な形状にすることにより、突き合わせ溶接の際に裏当て金を用いなくても、初層溶接部の広がりを広くできるので溶接トーチ10の十分な運棒範囲mが確保できて健全な溶接を行えるようにする。   If the groove portion of the beam reinforcing member 4 is to be butt welded, a large root gap should be originally provided, but in this embodiment, the insertion portion 5 has a special shape to make a butt contact. Even if a backing metal is not used during welding, the spread of the first layer welded portion can be widened, so that a sufficient carrying range m of the welding torch 10 can be secured and sound welding can be performed.

即ち、図3に示すように、前記貫通孔2に前記挿入部5を挿通させて、前記挿入部5の外側面と前記ウェブ1Aの前記貫通孔2の前記開口形成面2Aとを突合せ溶接するために、前記フランジ部6の前記一方の側面6Aを前記貫通孔2の前記周縁部に当接させた際に、前記ウェブ1Aの前記貫通孔2の前記開口形成面2Aと前記挿入部5の前記外側面との間において、前記挿入部5の挿入基端部5Aと前記貫通孔2の前記開口形成面2Aとの間に互いに当接している前記ウェブ1Aと前記フランジ部6との微小のすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間S1を形成する。具体的には、前記挿入部5の前記挿入基端部5Aの外側面5A1と前記貫通孔2の前記開口形成面2Aとの間は、等間隔でリング状の前記ガス抜き用の空間S1を形成する。なお、前記ガス抜き用の空間S1の縦断面の形状は縦長の長方形状であり、その深さは2mm程度の深さa、横幅は1mm程度の幅dを有している。   That is, as shown in FIG. 3, the insertion portion 5 is inserted through the through hole 2, and the outer surface of the insertion portion 5 and the opening forming surface 2A of the through hole 2 of the web 1A are butt welded. Therefore, when the one side surface 6A of the flange portion 6 is brought into contact with the peripheral edge portion of the through hole 2, the opening forming surface 2A of the through hole 2 of the web 1A and the insertion portion 5 are Between the outer surface, the web 1A and the flange portion 6 that are in contact with each other between the insertion base end portion 5A of the insertion portion 5 and the opening forming surface 2A of the through hole 2 are minute. A degassing space S1 is formed for extracting the shield gas of the first layer welding through the gap. Specifically, a ring-shaped degassing space S1 is formed between the outer surface 5A1 of the insertion base end 5A of the insertion portion 5 and the opening forming surface 2A of the through hole 2 at equal intervals. Form. The shape of the longitudinal section of the degassing space S1 is a vertically long rectangle, the depth is about 2 mm, and the lateral width is about 1 mm.

また、前記フランジ部6より小径の薄い中空円柱状の前記挿入基端部5Aに連通する挿入中間部5Bの外形の断面形状をその開先底SSから曲線とすると共に前記挿入中間部5Bに連通する中空円錐台状の挿入先端部5Cの外形の断面形状を直線として、前記挿入部5の前記挿入中間部5B及び前記挿入先端部5Cと前記貫通孔2の前記開口形成面2Aとの間にJ形開先(空間)S2を形成する。従って、前記挿入部5の前記挿入基端部5Aと前記挿入中間部5Bの外側面の縦断面形状は、Jの字形状を呈することなる。この場合、前記挿入部5の外側面の形状は、前記ガス抜き用の空間S1に近い前記J形開先S2の下部を前記ガス抜き用の空間S1に近いほどより広がりを持つように緩やかな丸みを帯びた曲線で形成させることにより、このJ形開先S2により初層溶接部の広がりを広くできるので前記溶接トーチ10の十分な運棒範囲mが確保できて健全な溶接を行うことができる。   In addition, the cross-sectional shape of the outer shape of the insertion intermediate portion 5B that communicates with the hollow cylindrical columnar insertion base end portion 5A having a smaller diameter than the flange portion 6 is curved from the groove bottom SS and communicated with the insertion intermediate portion 5B. The hollow frustoconical insertion tip portion 5C has a straight cross-sectional shape between the insertion intermediate portion 5B and the insertion tip portion 5C of the insertion portion 5 and the opening forming surface 2A of the through hole 2. A J-shaped groove (space) S2 is formed. Therefore, the longitudinal cross-sectional shape of the outer side surface of the insertion base end portion 5A and the insertion intermediate portion 5B of the insertion portion 5 exhibits a J-shape. In this case, the shape of the outer side surface of the insertion portion 5 is gentle so that the lower part of the J-shaped groove S2 close to the degassing space S1 is wider as it is closer to the degassing space S1. By forming it with a rounded curve, the J-type groove S2 can widen the spread of the first layer weld, so that a sufficient rod range m of the welding torch 10 can be secured and sound welding can be performed. it can.

即ち、前記挿入部5の前記挿入基端部5Aの前記外側面5A1の上端(前記挿入基端部5Aと前記挿入中間部5Bとの境界線)を前記J形開先S2の前記開先底SSとし、前記挿入基端部5Aに連通する前記挿入中間部5Bは前記外側面5Aの前記上端(前記開先底SS)から前記挿入先端部5Cに向けて小径となるような断面が曲線となるように形成される。そして、前記挿入中間部5Bに連通する前記挿入先端部5Cは、前記挿入中間部5Bの上端から先端部に向けて徐々に小径となるような断面が直線となるように形成される。   That is, the upper end of the outer surface 5A1 of the insertion base end 5A of the insertion portion 5 (the boundary line between the insertion base end 5A and the insertion intermediate portion 5B) is the bottom of the groove of the J-shaped groove S2. The insertion intermediate portion 5B communicating with the insertion base end portion 5A has a curved cross section that has a small diameter from the upper end (the groove bottom SS) of the outer surface 5A toward the insertion distal end portion 5C. Formed to be. The insertion distal end portion 5C communicating with the insertion intermediate portion 5B is formed so that the cross section becomes a straight line so that the diameter gradually decreases from the upper end of the insertion intermediate portion 5B toward the distal end portion.

従って、前記ガス抜き用の空間S1に連通する前記J形開先S2は、その断面が曲線部分と直線部分とを備えており、前記J形開先S2を形成する前記挿入部5の前記挿入中間部5Bと、円形状の接続線(境界線)CSを介して前記挿入中間部5Bに連通する前記挿入先端部5Cとは外形は滑らかで段差や引っ掛かりが無く、形成される。このため、前記前記挿入部5の前記挿入中間部5B及び前記挿入先端部5Cの外側面は滑らかであるので、しかも前記挿入部5の外側面の形状を前記ガス抜き用の空間S1に近い前記J形開先S2の下部ほどより広がりを持つように形成したので、前記J形開先S2の溶接の際の溶接材料(溶着金属)の付着がよく、前記母材との融合が良好なので、突合せ溶接は良好である。   Therefore, the J-shaped groove S2 communicating with the degassing space S1 has a curved section and a straight section in cross section, and the insertion of the insertion portion 5 forming the J-shaped groove S2 is performed. The intermediate portion 5B and the insertion tip portion 5C communicating with the insertion intermediate portion 5B via a circular connection line (boundary line) CS are formed with a smooth outer shape and without steps or catches. For this reason, the outer side surfaces of the insertion intermediate portion 5B and the insertion tip portion 5C of the insertion portion 5 are smooth, and the shape of the outer surface of the insertion portion 5 is close to the degassing space S1. Since the lower part of the J-shaped groove S2 is formed to have a wider area, the welding material (welded metal) adheres well when welding the J-shaped groove S2, and the fusion with the base material is good. Butt welding is good.

なお、一般的なレ形突合せ溶接においては、ルートギャップを設ける場合には裏当て金を設ける必要があるが、本実施形態に係る上述したJ形開先S2にあっては、図3に示すように、前記開先底SSは前記ウェブ1Aの一方の側面1A1より前記深さ(距離)aだけ離れて設けられて、前記ウェブ1Aと前記梁補強部材4の重ね代bの存在により、前記梁補強部材4は前記ウェブ1Aの下側に厚みcができるので、裏当て金を設けた時と同じ効果が得られる。   In general butt-shaped butt welding, when providing a root gap, it is necessary to provide a backing metal. However, in the above-described J-shaped groove S2 according to the present embodiment, it is shown in FIG. As described above, the groove bottom SS is provided away from the one side surface 1A1 of the web 1A by the depth (distance) a, and due to the presence of the overlap margin b between the web 1A and the beam reinforcing member 4, Since the beam reinforcing member 4 has a thickness c on the lower side of the web 1A, the same effect as when the backing metal is provided can be obtained.

また、前記開先底SSは前記ウェブ1Aの前記一方の側面1A1より前記深さaだけ離れて形成したことにより、前記梁補強部材4の前記挿入部5は前記ウェブ1Aの前記貫通孔2内に必ず納まり、突き合わせ溶接の際に、前記ガス抜き用の空間S1の横幅が1mm程度の前記幅dであって、前記挿入部5の前記挿入基端部5Aの外周方向への移動が前記貫通孔2の開口形成面2Aに確実に規制されるので、前記梁補強部材4の位置決めやズレ防止にもなって位置決めのマークが不要で、前記ウェブ1Aの前記貫通孔2内への前記挿入部5の挿入が容易である。   Further, the groove bottom SS is formed away from the one side surface 1A1 of the web 1A by the depth a, so that the insertion portion 5 of the beam reinforcing member 4 is placed in the through hole 2 of the web 1A. In the butt welding, the lateral width of the degassing space S1 is the width d of about 1 mm, and the movement of the insertion base 5 in the outer peripheral direction of the insertion base end 5A is the penetration. Since it is surely regulated by the opening forming surface 2A of the hole 2, positioning of the beam reinforcing member 4 is prevented and a positioning mark is unnecessary, and the insertion portion of the web 1A into the through hole 2 is not required. 5 is easy to insert.

なお、前記開先底SSを前記ウェブ1Aの前記一方の側面1A1より前記深さaだけ離れて形成したことにより、2mm程度の浅い前記ガス抜き用の空間S1が形成されることとなる。一般に、初層溶接は狭い空間の溶接であるため、この溶接の際に必要なシールドガスが抜きにくいが、前記ガス抜き用の空間S1を設けることによりシールドガス抜き不良で起こるブローホール欠陥の発生を大幅に防ぐことができる。また、初層溶接の際に、前記ガス抜き用の空間S1から互いに当接している前記ウェブ1Aと前記フランジ部6との微小のすき間を介してガス抜きができて、初層溶接の際の溶接材料の溶け込みが促進され、溶け込み不良が起こりにくく良好である。   In addition, by forming the groove bottom SS away from the one side surface 1A1 of the web 1A by the depth a, a shallow degassing space S1 of about 2 mm is formed. In general, since the first layer welding is a narrow space welding, it is difficult to remove the shielding gas necessary for this welding, but the occurrence of blowhole defects caused by shielding gas venting failure by providing the gas venting space S1. Can be greatly prevented. Further, in the first layer welding, the gas can be released through a minute gap between the web 1A and the flange portion 6 that are in contact with each other from the gas releasing space S1, and the first layer welding is performed. The penetration of the welding material is promoted, and poor penetration is not likely to occur.

そして、図3に示すように、前記J形開先S2の開先角度θ4は、前記梁補強部材4の先端で30度程度確保できれば健全な溶接を行うことができる。従来技術のレ形開先の場合には、ルートギャップが6mmのとき開先角度は45度程度で、同じくルートギャップが9mmのとき開先角度は35度程度とされているが、本実施形態の前記梁補強部材4の溶接はそこまで溶接断面積(初層溶接部を形成するための空間でもある。)を広げなくても、健全な突合せ溶接を行うことができる。   As shown in FIG. 3, if the groove angle θ <b> 4 of the J-shaped groove S <b> 2 can be secured about 30 degrees at the tip of the beam reinforcing member 4, sound welding can be performed. In the case of the prior art groove, the groove angle is about 45 degrees when the root gap is 6 mm, and the groove angle is about 35 degrees when the root gap is 9 mm. In the welding of the beam reinforcing member 4, sound butt welding can be performed without increasing the weld cross-sectional area (which is also a space for forming the first layer welded portion).

次に、前記梁補強部材4を溶接により前記ウェブ1Aに取付ける場合の、どこまで溶接するかの溶接の終了位置について、図4及び図5に基づいて説明する。即ち、図4に示すように、溶接の際に、前記鉄骨梁1を寝せて前記貫通孔2に下方から前記梁補強部材4の前記挿入部5を挿入して前記フランジ部6の前記一方の側面6Aが前記ウェブ1Aに当接した状態では、前記ウェブ1Aの前記貫通孔2に前記挿入部5を挿入した際に、前記挿入先端部5Cの先端部が前記貫通孔2より突き抜けて、前記ウェブ1Aの前記一方の側面1A1の反対側の他方の側面1A2における前記貫通孔2の前記開口形成面2Aの上端部(平面視円形状を呈した挿入先端側の端部)の位置Xが前記梁補強部材4の前記挿入部5の外側面の上端部(平面視円形状を呈した前記挿入先端部5Cの外側面の挿入先端側の端部)の位置Yより低い場合は、溶接により補強に必要な溶接部9の充填の高さが前記位置Xまで形成できたら、溶接を終了する。   Next, the welding end position of how far the welding is performed when the beam reinforcing member 4 is attached to the web 1A by welding will be described with reference to FIGS. That is, as shown in FIG. 4, during welding, the steel beam 1 is laid down and the insertion portion 5 of the beam reinforcing member 4 is inserted into the through hole 2 from below, and the one of the flange portions 6 is inserted. In the state where the side surface 6A is in contact with the web 1A, when the insertion portion 5 is inserted into the through hole 2 of the web 1A, the distal end portion of the insertion distal end portion 5C penetrates through the through hole 2, The position X of the upper end portion (the end portion on the insertion distal end side having a circular shape in plan view) of the opening forming surface 2A of the through hole 2 on the other side surface 1A2 opposite to the one side surface 1A1 of the web 1A is When the position is lower than the position Y of the upper end portion of the outer side surface of the insertion portion 5 of the beam reinforcing member 4 (the end portion on the insertion tip side of the outer side surface of the insertion tip portion 5C having a circular shape in plan view), welding is performed. The filling height of the welded portion 9 necessary for reinforcement is formed up to the position X. Once, to end the welding.

逆に、図5に示すように、ウェブ1AAの厚さが図4に示す前記ウェブ1Aより厚くて、前記ウェブ1AAの前記貫通孔2に前記挿入部5を挿入した際に、前記挿入先端部5Cの先端部が前記貫通孔2より突き抜けないで、前記ウェブ1AAの一方の側面1AA1の反対側の他方の側面1AA2における前記貫通孔2の前記開口形成面2Aの前記上端部の前記位置Xが前記梁補強部材4の前記挿入部5の前記外側面の前記上端部の前記位置Yより高い場合は、溶接により補強に必要な前記溶接部9の充填の高さが前記位置Yまで形成できたら、溶接を終了する。従って、いずれの場合にも、溶接終了の検査は、溶接ゲージや他の検査機器など使用しないでも目視で判定を行うことができる。   On the contrary, as shown in FIG. 5, when the thickness of the web 1AA is thicker than the web 1A shown in FIG. 4, and the insertion portion 5 is inserted into the through hole 2 of the web 1AA, the insertion tip portion The position X of the upper end portion of the opening forming surface 2A of the through hole 2 on the other side surface 1AA2 opposite to the one side surface 1AA1 of the web 1AA without the front end portion of 5C penetrating from the through hole 2 is If the position Y of the upper end portion of the outer surface of the insertion portion 5 of the beam reinforcing member 4 is higher than the position Y, the filling height of the welded portion 9 necessary for reinforcement can be formed up to the position Y by welding. Finish the welding. Therefore, in any case, the inspection of the end of welding can be judged visually without using a welding gauge or other inspection equipment.

なお、前記位置Xと前記位置Yのいずれが高いか低いかの判断は、前記ガス抜き用の空間S1の底面を形成する前記フランジ部6の前記一方の側面6Aからの距離に基づいて判断し、短い方が低いものとする。   Note that whether the position X or the position Y is higher or lower is determined based on the distance from the one side surface 6A of the flange portion 6 that forms the bottom surface of the degassing space S1. The shorter one is lower.

一般に、前記鉄骨梁1の補強は、この鉄骨梁1に設ける前記貫通孔2を設ける位置により補強耐力が異なることが多い。例えば、建物の骨組を構成する柱の近傍に前記ウェブ1Aに開設した前記貫通孔2が位置する場合においては、この貫通孔2は強耐力補強が必要になり、また前記鉄骨梁1の中央部に設けられた前記貫通孔2は弱耐力の補強で足りる場合が多い。これらの解決は容易で、図6、図7に示すように、前記梁補強部材4の厚さを変えて補強耐力を調整することができ、以下説明する。   Generally, the reinforcement of the steel beam 1 often has different reinforcement strength depending on the position where the through hole 2 provided in the steel beam 1 is provided. For example, when the through-hole 2 opened in the web 1A is located in the vicinity of a pillar constituting a building framework, the through-hole 2 needs to be strengthened in strength, and the central portion of the steel beam 1 In many cases, it is sufficient to reinforce the through-holes 2 provided in the base plate. These solutions are easy, and as shown in FIGS. 6 and 7, the reinforcing strength can be adjusted by changing the thickness of the beam reinforcing member 4, which will be described below.

先ず、弱耐力用の前記梁補強部材4は図4に示す厚さL1とした場合、図6に示すように、配管を通すための挿通孔7Cが開設された強耐力用の梁補強部材40はその下部に前記厚さL1に厚さL2を加えた厚さにすることにより容易に対応できる。また、図7に示すように、前記ウェブ1Aの厚さより厚い前記ウェブ1AAに対応して厚くし、配管を通すための挿通孔7Dが開設された梁補強部材41の場合には、補強耐力向上と共に溶接量を増やす必要があるときは、更にその上部に厚さL3を加えた厚さにすることにより溶接量を確保することができる。   First, in the case where the beam reinforcing member 4 for weak strength has a thickness L1 shown in FIG. 4, as shown in FIG. 6, a beam reinforcing member 40 for strong strength having an insertion hole 7C for allowing piping to pass therethrough. Can be easily coped with by forming a thickness obtained by adding the thickness L2 to the thickness L1 in the lower part. In addition, as shown in FIG. 7, in the case of the beam reinforcing member 41 having a thickness corresponding to the web 1AA thicker than the thickness of the web 1A and having an insertion hole 7D for passing a pipe, the reinforcement strength is improved. At the same time, when it is necessary to increase the welding amount, the welding amount can be ensured by further increasing the thickness by adding the thickness L3 to the upper portion thereof.

以上のように、前記梁補強部材の強弱は、その厚さを変えるだけで対応できるので、このように対応することにより容易な方法で製造コストを押さえられる前記梁補強部材を提供できることになる。   As described above, the strength of the beam reinforcing member can be dealt with only by changing the thickness thereof, so that the beam reinforcing member can be provided that can reduce the manufacturing cost by an easy method.

なお、図8に示すように、前記J形開先S2により突き合わせ溶接の際の前記溶接トーチ10のトーチ角度θ5は20度前後が確保されており、且つ初層溶接部9Aを形成するための空間は十分な広がりがあるので、突合せ溶接には何の問題も無い。   In addition, as shown in FIG. 8, the torch angle θ5 of the welding torch 10 at the time of butt welding by the J-shaped groove S2 is ensured to be around 20 degrees, and the first layer weld portion 9A is formed. There is no problem with butt welding because the space is wide enough.

即ち、前記特許文献1に示すすみ肉溶接では、補強する部位が前記フランジ11B寄りに偏芯して前記フランジ11Bの近傍に位置する場合には、図12(ロ)に示すように、トーチ角度θ2は鉛直に近くなって、図13に示すように、前記溶接部19の鉛直方向の前記溶着長さLL1が短く、逆に水平方向の前記溶着長さLL2が長すぎて不等脚溶接になってしまって溶接不良が発生し、また前記特許文献2に示す前記梁補強部材24が開先を有する突合せ溶接ではルートギャップを持っていないため、前記溶接トーチ10の運棒範囲mが極端に狭く、十分な運棒範囲mが確保できず、初層溶接における溶接材料の溶け込みが悪く母材との融合がうまくいかず、溶け込み不良が発生したが、本実施形態によれば、これらの問題は解消できる。   That is, in the fillet welding shown in Patent Document 1, when the portion to be reinforced is eccentric to the flange 11B and positioned in the vicinity of the flange 11B, as shown in FIG. As shown in FIG. 13, the welding length LL1 in the vertical direction of the welded portion 19 is short, and the welding length LL2 in the horizontal direction is too long. Therefore, poor welding occurs, and the beam reinforcing member 24 shown in Patent Document 2 does not have a root gap in the butt welding in which the groove has a groove, so that the rod moving range m of the welding torch 10 is extremely large. Narrow, sufficient rod range m could not be secured, the welding of the welding material in the first layer welding was poor and the fusion with the base metal was not successful, and poor penetration occurred, but according to this embodiment, these problems Can be resolved

次に、本発明の第2の実施形態に係る梁補強部材42、43について、図9、図10及び図11に基づいて説明するが、前述した第1の実施形態と異なる構造についてのみ説明する。先ず、図9に示すように、配管を通すための前記挿通孔7Eが開設された厚さL1の前記梁補強部材42の挿入部51の外側面の形状は、前述した第1の実施形態と異なる。即ち、前記貫通孔2に前記挿入部51を挿通させて、中空円柱状のフランジ部44の一方の側面44Aを前記貫通孔2の前記周縁部に当接させた際に、前記梁補強部材42の挿入基端部51Aに連通する他の部分(残りの部分)51Bの外形の断面形状をその開先底SSから曲線として、前記挿入部51の前記他の部分51Bと前記貫通孔2の前記開口形成面2Aとの間にJ形開先(空間)S20を形成する。従って、前記フランジ部44より小径の薄い中空円柱状の前記挿入基端部51Aと前記他の部分51Bの外側面の縦断面形状は、概ねJの字形状を呈することなる。   Next, the beam reinforcing members 42 and 43 according to the second embodiment of the present invention will be described with reference to FIGS. 9, 10 and 11, but only the structure different from the first embodiment will be described. . First, as shown in FIG. 9, the shape of the outer surface of the insertion portion 51 of the beam reinforcing member 42 having a thickness L1 in which the insertion hole 7E for allowing piping to pass is formed is the same as that of the first embodiment described above. Different. That is, when the insertion portion 51 is inserted into the through hole 2 and one side surface 44A of the hollow cylindrical flange portion 44 is brought into contact with the peripheral edge portion of the through hole 2, the beam reinforcing member 42 is used. The other portion 51B of the insertion portion 51 and the through-hole 2 are formed with the cross-sectional shape of the outer shape of the other portion (remaining portion) 51B communicating with the insertion base end portion 51A of the insertion portion 51 as a curve from the groove bottom SS. A J-shaped groove (space) S20 is formed between the opening forming surface 2A. Therefore, the longitudinal cross-sectional shapes of the outer base surfaces of the insertion base end portion 51A and the other portion 51B having a hollow cylindrical shape having a smaller diameter than the flange portion 44 are substantially J-shaped.

また、図10に示すように、前記ウェブ1Aより厚さDの厚い前記ウェブ1AAの場合にも、前記梁補強部材42は図9と同様であって前記挿入基端部51Aに連通する前記他の部分(残りの部分)51Bの外形の断面形状はその開先底SSから曲線であり、前記挿入部51の前記他の部分51Bと前記貫通孔2の前記開口形成面2Aとの間にJ形開先(空間)S21を形成する。従って、前記フランジ部44より小径の薄い中空円柱状の前記挿入基端部51Aと前記他の部分51Bの外側面の縦断面形状は、概ねJの字形状を呈することなる。   Further, as shown in FIG. 10, in the case of the web 1AA having a thickness D larger than that of the web 1A, the beam reinforcing member 42 is the same as that shown in FIG. 9, and the other member communicating with the insertion base end portion 51A is used. The cross-sectional shape of the outer shape of the portion (remaining portion) 51B is a curve from the groove bottom SS, and J is formed between the other portion 51B of the insertion portion 51 and the opening forming surface 2A of the through-hole 2. A shape groove (space) S21 is formed. Therefore, the longitudinal cross-sectional shapes of the outer base surfaces of the insertion base end portion 51A and the other portion 51B having a hollow cylindrical shape having a smaller diameter than the flange portion 44 are substantially J-shaped.

なお、図9及び図10に示すように、前記挿入基端部51Aの外側面51A1と前記貫通孔2の前記開口形成面2Aとの間は等間隔で、リング状の前記ガス抜き用の空間S1が形成される。   As shown in FIGS. 9 and 10, the ring-shaped gas venting space is equidistant between the outer surface 51 </ b> A <b> 1 of the insertion base end 51 </ b> A and the opening forming surface 2 </ b> A of the through hole 2. S1 is formed.

また、図11に示すように、配管を通すための挿通孔7Fが開設された厚さがL1にL3を加えた梁補強部材43の挿入部52の外側面の形状は、前述した第1の実施形態と異なる。即ち、前記貫通孔2に前記挿入部52を挿通させて、中空円柱状のフランジ部45の一方の側面45Aを前記貫通孔2の前記周縁部に当接させた際に、前記梁補強部材43の挿入基端部52Aに連通する他の部分(残りの部分)52Bの外形の断面形状をその開先底SSから曲線として、前記挿入部52の前記他の部分52Bと前記貫通孔2の前記開口形成面2Aとの間にJ形開先S22(空間)を形成する。従って、前記挿入部52の前記挿入基端部52Aと前記他の部分52Bの外側面の縦断面形状は、概ねJの字形状を呈することなる。   Further, as shown in FIG. 11, the shape of the outer surface of the insertion portion 52 of the beam reinforcing member 43 in which the insertion hole 7F for passing the pipe is opened and L3 is added to L3 is the first described above. Different from the embodiment. That is, when the insertion portion 52 is inserted into the through hole 2 and one side surface 45A of the hollow cylindrical flange portion 45 is brought into contact with the peripheral edge portion of the through hole 2, the beam reinforcing member 43 is inserted. The other portion 52B of the insertion portion 52 and the through-hole 2 are curved with the outer cross-sectional shape of the other portion (remaining portion) 52B communicating with the insertion base end portion 52A of the insertion portion 52 as a curve from the groove bottom SS. A J-shaped groove S22 (space) is formed between the opening forming surface 2A. Therefore, the longitudinal cross-sectional shape of the outer side surface of the insertion base end portion 52A and the other portion 52B of the insertion portion 52 is substantially J-shaped.

なお、前記挿入基端部52Aの外側面52A1と前記貫通孔2の前記開口形成面2Aとの間は等間隔で、リング状の前記ガス抜き用の空間S1が形成される。   A ring-shaped space S1 for venting gas is formed at an equal interval between the outer surface 52A1 of the insertion base end portion 52A and the opening forming surface 2A of the through hole 2.

以上、説明した図9、図10及び図11に示す第2の実施形態に係る前記梁補強部材42、43にあっても、上述したような第1の実施形態に係る前記梁補強部材4、40、41と同様な効果を存する。即ち、図9、図10及び図11に示す前記J形開先S20、21、22を形成する前記挿入部51、52の外側面は滑らかで段差や引っ掛かりが無く形成され、しかも前記挿入部51、52の外側面の形状を前記ガス抜き用の空間(縦断面の形状が縦長の長方形状であり、その深さは2mm程度の前記深さa、横幅は1mm程度の幅dを有している。)S1に近い前記J形開先S20、21、22の下部ほどより広がりを持つように形成したので、前記J形開先S20、21、22の溶接の際の溶接材料(溶着金属)の付着がよく、前記母材との融合が良好なので、突合せ溶接は良好である。   As described above, even in the beam reinforcing members 42 and 43 according to the second embodiment shown in FIGS. 9, 10, and 11, the beam reinforcing member 4 according to the first embodiment as described above, The same effect as 40 and 41 exists. That is, the outer surfaces of the insertion portions 51 and 52 forming the J-shaped grooves S20, 21 and 22 shown in FIGS. 9, 10 and 11 are smooth and have no steps or catches. , 52 has the shape of the outer surface of the gas venting space (the shape of the longitudinal section is a vertically long rectangular shape, the depth is about 2 mm, the depth a is about 2 mm, and the lateral width is about 1 mm. ) Since the lower part of the J-shaped groove S20, 21, 22 close to S1 is formed to have a wider area, a welding material (welded metal) at the time of welding the J-shaped groove S20, 21, 22 Butt welding is good because of good adhesion and good fusion with the base material.

また、前記ウェブ1A、1AAと前記梁補強部材42、43の重ね代bの存在により、前記梁補強部材42、43は前記ウェブ1A、1AAの下側に厚みcができるので、裏当て金を設けた時と同じ効果が得られる。従って、突き合わせ溶接の際に裏当て金を用いなくても、しかも前記挿入部51、52の外側面の形状を前記ガス抜き用の空間S1に近い前記J形開先S20、21、22の下部ほどより広がりを持つように緩やかな丸みを帯びた曲線で形成させることにより、このJ形開先S20、21、22により初層溶接部の広がりを広くできるので前記溶接トーチ10の十分な運棒範囲mが確保できて健全な溶接を行うことができる。   Further, since the beam reinforcement members 42 and 43 have a thickness c below the webs 1A and 1AA due to the existence of the overlap margin b between the webs 1A and 1AA and the beam reinforcement members 42 and 43, a backing metal is used. The same effect as that provided can be obtained. Therefore, even if a backing metal is not used at the time of butt welding, the shape of the outer surface of the insertion portions 51 and 52 is the lower part of the J-shaped grooves S20, 21 and 22 close to the gas venting space S1. Since the first-layer welded portion can be widened by the J-shaped grooves S20, 21, and 22 by forming a gently rounded curve so as to have a larger extent, a sufficient carrying rod of the welding torch 10 can be obtained. The range m can be secured and sound welding can be performed.

また、前記開先底SSは前記ウェブ1A、1AAの前記一方の側面1A1、1AA1より前記深さaだけ離れて形成したことにより、前記梁補強部材42、43の前記挿入部51、52は前記ウェブ1A、1AAの前記貫通孔2内に必ず納まり、突き合わせ溶接の際に、前記挿入部51、52の前記挿入基端部51A、52Aの外周方向への移動が前記貫通孔2の前記開口形成面2Aに規制されるので、前記梁補強部材42、43の位置決めやズレ防止にもなって位置決めのマークが不要で、前記ウェブ1A、1AAの前記貫通孔2内への前記挿入部51、52の挿入が容易である。   Further, the groove bottom SS is formed away from the one side surface 1A1, 1AA1 of the webs 1A, 1AA by the depth a, so that the insertion portions 51, 52 of the beam reinforcing members 42, 43 are The webs 1 </ b> A and 1 </ b> AA always fit in the through holes 2, and the butt welding causes the insertion base end portions 51 </ b> A and 52 </ b> A to move in the outer circumferential direction to form the through holes 2. Since it is regulated by the surface 2A, positioning of the beam reinforcing members 42, 43 is prevented and a positioning mark is unnecessary, and the insertion portions 51, 52 into the through holes 2 of the webs 1A, 1AA are not required. Is easy to insert.

なお、前記開先底SSを前記ウェブ1A、1AAの前記一方の側面1A1、1AA1より前記深さaだけ離れて形成したことにより、2mm程度の浅い前記ガス抜き用の空間S1が形成されることとなる。一般に、初層溶接は狭い空間の溶接であるため、この溶接の際に必要なシールドガスが抜きにくいが、前記ガス抜き用の空間S1を設けることによりシールドガス抜き不良で起こるブローホール欠陥の発生を大幅に防ぐことができる。また、初期溶接の際に、前記ガス抜き用の空間S1から互いに当接している前記ウェブ1A、1AAと前記梁補強部材42、43のフランジ部44、45との微小のすき間を介してガス抜きができて、初層溶接の際の溶接材料の溶け込みが促進され、溶け込み不良が起こりにくく良好である。   In addition, by forming the groove bottom SS away from the one side surface 1A1, 1AA1 of the webs 1A, 1AA by the depth a, a shallow degassing space S1 of about 2 mm is formed. It becomes. In general, since the first layer welding is a narrow space welding, it is difficult to remove the shielding gas necessary for this welding, but the occurrence of blowhole defects caused by shielding gas venting failure by providing the gas venting space S1. Can be greatly prevented. Further, at the time of initial welding, gas is vented through a minute gap between the webs 1A, 1AA that are in contact with each other from the gas venting space S1 and the flange portions 44, 45 of the beam reinforcing members 42, 43. As a result, the penetration of the welding material during the first layer welding is promoted, and the penetration failure is less likely to occur.

なお、図9及び図11に示す第2の実施形態では、前述した第1の実施形態と同様に、溶接を行うために、前記貫通孔2に前記梁補強部材42、43の前記挿入部51、52を挿入して前記フランジ部44、45の前記一方の側面44A、45Aが前記ウェブ1A、1AAに当接した状態では、前記ウェブ1A、1AAの前記貫通孔2に前記挿入部51、52を挿入した際に、前記他の部分51B、52Bの先端部が前記貫通孔2より突き抜けて、前記ウェブ1A、1AAの前記一方の側面1A1、1AA1の反対側の前記他方の側面1A2、1AA2における前記貫通孔2の前記開口形成面2Aの上端部(平面視円形状を呈した挿入先端側の端部)の位置Xが前記梁補強部材42、43の前記挿入部51、52の外側面の上端部(平面視円形状を呈した前記他の部分51B、52Bの外側面の挿入先端側の端部)の位置Yより低いので、溶接により補強に必要な前記溶接部9の充填の高さが前記貫通孔2の前記開口形成面2Aの前記上端部の前記位置Xまで形成できたら、溶接を終了する。また逆に、図10に示すように、前記ウェブ1AAの前記貫通孔2に前記挿入部51を挿入した際に、前記他の部分51Bの先端部が前記貫通孔2より突き抜けないで、前記ウェブ1AAの前記一方の側面1AA1の反対側の前記他方の側面1AA2における前記貫通孔2の前記開口形成面2Aの前記上端部の前記位置Xが前記梁補強部材42の前記挿入部51の前記外側面の前記上端部の前記位置Yより高い場合には、溶接により補強に必要な前記溶接部9の充填の高さが前記挿入部51の前記外側面の前記上端部の前記位置Yまで形成できたら、溶接を終了する。従って、いずれの場合にも、溶接終了の検査は溶接ゲージや他の検査機器など使用しないでも目視で判定を行うことができる。   In the second embodiment shown in FIGS. 9 and 11, as in the first embodiment described above, the insertion portions 51 of the beam reinforcing members 42 and 43 are inserted into the through-hole 2 in order to perform welding. , 52 and the one side surfaces 44A, 45A of the flange portions 44, 45 are in contact with the webs 1A, 1AA, the insertion portions 51, 52 are inserted into the through holes 2 of the webs 1A, 1AA. When the web is inserted, the tip portions of the other portions 51B and 52B penetrate through the through-hole 2, and the webs 1A and 1AA have the other side surfaces 1A2 and 1AA2 opposite to the one side surfaces 1A1 and 1AA1. The position X of the upper end of the opening forming surface 2A of the through-hole 2 (the end on the insertion tip side having a circular shape in plan view) is the position of the outer surface of the insertion portion 51, 52 of the beam reinforcing member 42, 43. Upper end (circle in plan view) The height of the filling of the welded portion 9 necessary for reinforcement by welding is lower than the position Y of the other end portions 51B, 52B having the shape of the outer side of the insertion portion side end Y). If it can form to the said position X of the said upper end part of the said opening formation surface 2A, welding will be complete | finished. On the other hand, as shown in FIG. 10, when the insertion portion 51 is inserted into the through hole 2 of the web 1AA, the tip of the other portion 51B does not penetrate through the through hole 2, The position X of the upper end portion of the opening forming surface 2A of the through hole 2 on the other side surface 1AA2 opposite to the one side surface 1AA1 of 1AA is the outer side surface of the insertion portion 51 of the beam reinforcing member 42. If the height of the upper end portion of the insertion portion 51 is higher than the position Y of the insertion portion 51, the filling height of the welding portion 9 required for reinforcement can be formed up to the position Y of the upper end portion of the outer surface of the insertion portion 51. Finish the welding. Therefore, in any case, the inspection of the end of welding can be judged visually without using a welding gauge or other inspection equipment.

なお、図9乃至図11において、前記位置Xと前記位置Yのいずれが高いか低いかの判断は、前記ガス抜き用の空間S1の底面を形成する前記フランジ部44、45の前記一方の側面44A、45Aからの距離に基づいて判断し、短い方が低いものとする。   9 to 11, whether one of the position X and the position Y is higher or lower is determined based on the one side surface of the flange portions 44 and 45 that form the bottom surface of the gas venting space S1. Judgment is made based on the distance from 44A and 45A, and the shorter one is lower.

更には、第2の実施形態においても、弱耐力用の前記梁補強部材42は図9及び図10に示す厚さL1とした場合、図11に示すように、強耐力用の梁補強部材43はその上部に前記厚さL1に前記厚さL3を加えた厚さにすることにより容易に対応でき、また図7に示すものと同様に、更にその下部に前記厚さL2を加えるようして、前記梁補強部材の強弱はその厚さを変えるだけで対応でき、このように対応することにより容易な方法で製造コストを押さえられる前記梁補強部材を提供できることになる。   Furthermore, also in the second embodiment, when the beam reinforcing member 42 for weak strength is set to the thickness L1 shown in FIGS. 9 and 10, as shown in FIG. 11, the beam reinforcing member 43 for strong strength is used. Can be easily dealt with by adding the thickness L3 to the thickness L1 at the upper part, and the thickness L2 is further added to the lower part in the same manner as shown in FIG. The strength of the beam reinforcing member can be dealt with only by changing its thickness, and by doing so, it is possible to provide the beam reinforcing member that can suppress the manufacturing cost by an easy method.

以上のように、本発明は第1の実施形態に示すように、前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、且つ前記挿入基端部に連通する挿入中間部の外形の断面形状をその開先底から曲線とすると共に前記挿入中間部に連通する挿入先端部の外形の断面形状を直線として、前記挿入部の前記挿入中間部及び前記挿入先端部と前記貫通孔の前記開口形成面との間にJ形開先を形成したから、また第2の実施形態に示すように、前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、且つ前記挿入基端部に連通する他の部分の外形の断面形状をその開先底から曲線として、前記挿入部の前記他の部分と前記貫通孔の前記開口形成面との間にJ形開先を形成したから、突き合わせ溶接の際に裏当て金を用いる必要もなく、初層溶接部の広がりを広くできるので溶接トーチの十分な運棒範囲が確保できて健全な溶接を行うことができる。また、ガス抜き用の空間を介してガス抜きができて初層溶接の際の溶接材料の溶け込みが促進され、溶け込み不良が起こりにくく良好である。   As described above, according to the present invention, as shown in the first embodiment, the insertion portion is inserted into the through hole, and the outer surface of the insertion portion and the opening forming surface of the through hole of the web are butted together. When the one side surface of the flange portion is brought into contact with the peripheral edge portion of the through-hole for welding, a gap between the opening forming surface of the through-hole of the web and the outer side surface of the insertion portion. In order to remove the shielding gas of the first layer welding through the gap between the web and the flange portion that are in contact with each other between the insertion base end portion of the insertion portion and the opening forming surface of the through hole A cross section of the outer shape of the insertion tip portion that forms a gas venting space and has a cross-sectional shape of the outer shape of the insertion intermediate portion communicating with the insertion base end portion as a curve from the groove bottom. During the insertion of the insertion section, the shape is a straight line Since the J-shaped groove is formed between the opening portion and the insertion tip portion and the opening forming surface of the through hole, the insertion portion is inserted into the through hole as shown in the second embodiment. When the one side surface of the flange portion is brought into contact with the peripheral edge portion of the through hole in order to butt weld the outer surface of the insertion portion and the opening forming surface of the through hole of the web, Between the opening formation surface of the through hole of the web and the outer surface of the insertion portion, the insertion base end portion of the insertion portion and the opening formation surface of the through hole are in contact with each other A degassing space is formed through the gap between the web and the flange to release the shield gas for the first layer welding, and the outer cross-sectional shape of the other part communicating with the insertion base end is opened. As a curve from the bottom, the other part of the insertion part and the front Since a J-shaped groove is formed between the opening forming surface of the through hole and the butt welding is not required, a backing metal is not required, and the spread of the first layer weld can be widened. The rod range can be secured and sound welding can be performed. In addition, gas can be vented through the gas venting space, and the penetration of the welding material at the time of the first layer welding is promoted.

また本発明は、補強に必要な溶接部の充填の高さが、前記フランジ部が当接する前記ウェブの一方の側面の反対側の他方の側面における前記貫通孔の前記開口形成面の挿入先端側の端部又は前記梁補強部材の前記挿入部の外側面の挿入先端側の端部までのいずれか低い端部まで形成されるようにしたから、溶接終了の検査は溶接ゲージや他の検査機器など使用しないでも目視で判定を行うことができる。   Further, according to the present invention, the filling height of the welded portion necessary for reinforcement is such that the insertion tip side of the opening forming surface of the through hole on the other side opposite to the one side of the web with which the flange portion abuts. The end of the beam or the outer end of the insertion portion of the beam reinforcing member is formed to the lower end of the insertion tip side, so that the inspection of the end of welding is performed with a welding gauge or other inspection device. Even if it is not used, it can be judged visually.

以上のように、本発明の実施態様について説明したが、上述の説明に基づいて当業者にとって種々の代替例、修正又は変形が可能であり、本発明はその趣旨を逸脱しない範囲で前述の種々の代替例、修正又は変形を包含するものである。   As described above, the embodiments of the present invention have been described. However, various alternatives, modifications, and variations can be made by those skilled in the art based on the above description, and the present invention is not limited to the above-described various modifications without departing from the spirit of the present invention. Including alternatives, modifications or variations.

1 鉄骨梁
1A、1AA ウェブ
1A1、1AA1 一方の側面
1A2、1AA2 他方の側面
2 貫通孔
2A 開口形成面
4、40、41、42、43 梁補強部材
5、51、52 挿入部
5A、51A、52A 挿入基端部
5B 挿入中間部
51B,52B 他の部分
5C 挿入先端部
6、44、45 フランジ部
6A、44A、45A 一方の側面
7A〜7F 挿通孔
9 溶接部
G ルートギャップ
S1 ガス抜き用の空間
S2、S20、S21 J形開先
DESCRIPTION OF SYMBOLS 1 Steel beam 1A, 1AA Web 1A1, 1AA1 One side surface 1A2, 1AA2 The other side surface 2 Through-hole 2A Opening formation surface 4,40,41,42,43 Beam reinforcement member 5,51,52 Insert part 5A, 51A, 52A Insertion base end portion 5B Insertion intermediate portions 51B, 52B Other portions 5C Insertion tip portions 6, 44, 45 Flange portions 6A, 44A, 45A One side surface 7A-7F Insertion hole 9 Welding portion G Root gap S1 Degassing space S2, S20, S21 J-shaped groove

Claims (3)

鉄骨梁のウェブに形成された貫通孔に設けられる梁補強部材であって、
リング状を呈して配管を通すための挿通孔が開設され、且つ前記貫通孔より外径が小さくて前記貫通孔に挿入される挿入部と、前記貫通孔より外径が大きくて前記挿入部が前記貫通孔に挿入されると一方の側面が前記貫通孔の周縁部に当接するフランジ部とを備え、
前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、
前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、
且つ前記挿入基端部に連通する挿入中間部の外形の断面形状をその開先底から曲線とすると共に前記挿入中間部に連通する挿入先端部の外形の断面形状を直線として、前記挿入部の前記挿入中間部及び前記挿入先端部と前記貫通孔の前記開口形成面との間にJ形開先を形成した
ことを特徴する梁補強部材。
A beam reinforcing member provided in a through-hole formed in a steel beam web,
An insertion hole for presenting a ring shape and allowing the piping to pass therethrough is formed, and an insertion portion having an outer diameter smaller than the through hole and inserted into the through hole, and an outer diameter larger than the through hole and the insertion portion being When inserted into the through hole, one side surface includes a flange portion that comes into contact with a peripheral edge portion of the through hole,
The insertion portion is inserted into the through hole, and the one side surface of the flange portion is connected to the outer surface of the insertion portion and the opening forming surface of the through hole of the web. When contacting the peripheral edge, between the opening forming surface of the through hole of the web and the outer surface of the insertion portion,
Gas venting for venting the shield gas of the first layer welding through the gap between the web and the flange portion that are in contact with each other between the insertion base end portion of the insertion portion and the opening forming surface of the through hole Forming a space for
The cross-sectional shape of the outer shape of the insertion intermediate portion communicating with the insertion base end portion is curved from the groove bottom and the cross-sectional shape of the outer shape of the insertion distal end portion communicating with the insertion intermediate portion is a straight line. A beam reinforcing member, wherein a J-shaped groove is formed between the insertion intermediate portion and the insertion tip portion and the opening forming surface of the through hole.
鉄骨梁のウェブに形成された貫通孔に設けられる梁補強部材であって、
リング状を呈して配管を通すための挿通孔が開設され、且つ前記貫通孔より外径が小さくて前記貫通孔に挿入される挿入部と、前記貫通孔より外径が大きくて前記挿入部が前記貫通孔に挿入されると一方の側面が前記貫通孔の周縁部に当接するフランジ部とを備え、
前記貫通孔に前記挿入部を挿通させて、前記挿入部の外側面と前記ウェブの前記貫通孔の開口形成面とを突合せ溶接するために前記フランジ部の前記一方の側面を前記貫通孔の前記周縁部に当接させた際に、前記ウェブの前記貫通孔の前記開口形成面と前記挿入部の前記外側面との間において、
前記挿入部の挿入基端部と前記貫通孔の前記開口形成面との間に互いに当接している前記ウェブと前記フランジ部とのすき間を介して初層溶接のシールドガスを抜くためのガス抜き用の空間を形成し、
且つ前記挿入基端部に連通する他の部分の外形の断面形状をその開先底から曲線として、前記挿入部の前記他の部分と前記貫通孔の前記開口形成面との間にJ形開先を形成した
ことを特徴する梁補強部材。
A beam reinforcing member provided in a through-hole formed in a steel beam web,
An insertion hole for presenting a ring shape and allowing the piping to pass therethrough is formed, and an insertion portion having an outer diameter smaller than the through hole and inserted into the through hole, and an outer diameter larger than the through hole and the insertion portion being When inserted into the through hole, one side surface includes a flange portion that comes into contact with a peripheral edge portion of the through hole,
The insertion portion is inserted into the through hole, and the one side surface of the flange portion is connected to the outer surface of the insertion portion and the opening forming surface of the through hole of the web. When contacting the peripheral edge, between the opening forming surface of the through hole of the web and the outer surface of the insertion portion,
Gas venting for venting the shield gas of the first layer welding through the gap between the web and the flange portion that are in contact with each other between the insertion base end portion of the insertion portion and the opening forming surface of the through hole Forming a space for
Further, a cross-sectional shape of the outer shape of the other portion communicating with the insertion base end portion is curved from the groove bottom, and a J-shaped opening is formed between the other portion of the insertion portion and the opening forming surface of the through hole. A beam reinforcing member characterized by forming a tip.
補強に必要な溶接部の充填の高さが、前記フランジ部が当接する前記ウェブの一方の側面の反対側の他方の側面における前記貫通孔の前記開口形成面の挿入先端側の端部又は前記梁補強部材の前記挿入部の外側面の挿入先端側の端部までのいずれか低い端部まで形成されることを特徴とする請求項1又は2に記載の梁補強部材。   The height of the filling of the welded portion necessary for reinforcement is the end portion on the insertion tip side of the opening forming surface of the through hole on the other side surface opposite to the one side surface of the web with which the flange portion abuts or 3. The beam reinforcing member according to claim 1, wherein the beam reinforcing member is formed to the lower end of the outer surface of the insertion portion of the beam reinforcing member up to the end on the insertion tip side.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020056170A (en) * 2018-09-28 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure
JP2020056205A (en) * 2018-10-01 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002453A (en) * 2005-06-22 2007-01-11 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2009167615A (en) * 2008-01-11 2009-07-30 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002453A (en) * 2005-06-22 2007-01-11 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2009167615A (en) * 2008-01-11 2009-07-30 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020056170A (en) * 2018-09-28 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure
JP2020056205A (en) * 2018-10-01 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure

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