JP4347821B2 - Beam opening reinforcement structure - Google Patents

Beam opening reinforcement structure Download PDF

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JP4347821B2
JP4347821B2 JP2005054242A JP2005054242A JP4347821B2 JP 4347821 B2 JP4347821 B2 JP 4347821B2 JP 2005054242 A JP2005054242 A JP 2005054242A JP 2005054242 A JP2005054242 A JP 2005054242A JP 4347821 B2 JP4347821 B2 JP 4347821B2
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ring
web
opening
reinforcing
groove
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JP2006241680A (en
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俊也 鬼木
隆昌 割澤
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Sumikin Bussan Corp
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本発明は、建築構造物を構成する梁に形成された開口部を補強する梁開口部補強構造に関するものである。   The present invention relates to a beam opening reinforcing structure that reinforces an opening formed in a beam constituting a building structure.

建築構造物の梁としては、H形鋼又はI形鋼が使用されている。このような建築構造物においては、その内部に設けられている配管や配線を通過させるために、梁のウエブ部に開口部を形成することがある。この場合、開口部による梁の強度低下を防止する目的で、開口部の周辺に補強プレートを取り付けて、その開口部を補強することが行われている。従来の梁開口部補強手段としては、図9の(a) ,(b) に示すように、H形鋼からなる梁1のウエブ1aに形成された開口部2に補強用のスリーブ21を挿入して、ウエブ1aの両側面とスリーブ21の外周面とのコーナー部を隅肉溶接して補強する方法、あるいは図10の(a) ,(b) に示すように、リング状に形成したプレート31をウエブ1aの開口部2周辺に当接して、このリング状にプレート31の内周縁部と外周縁部とを夫々ウエブ1aに溶接して補強する方法がある。尚、図9の(a) ,(b) 及び図10(a) ,(b) において、Wは溶接部を示す。   H-beams or I-beams are used as beams for building structures. In such a building structure, an opening may be formed in the web portion of the beam in order to pass piping and wiring provided therein. In this case, for the purpose of preventing the strength of the beam from being lowered by the opening, a reinforcing plate is attached around the opening to reinforce the opening. As conventional beam opening reinforcing means, as shown in FIGS. 9 (a) and 9 (b), a reinforcing sleeve 21 is inserted into the opening 2 formed in the web 1a of the beam 1 made of H-shaped steel. Then, a method of reinforcing the corner portions of the both side surfaces of the web 1a and the outer peripheral surface of the sleeve 21 by fillet welding, or a plate formed in a ring shape as shown in FIGS. 10 (a) and 10 (b) There is a method in which 31 is brought into contact with the periphery of the opening 2 of the web 1a, and the inner peripheral edge and the outer peripheral edge of the plate 31 are welded to the web 1a in a ring shape for reinforcement. In FIGS. 9 (a) and 9 (b) and FIGS. 10 (a) and 10 (b), W represents a weld.

図9に示すようにウエブ1aの開口部2内にスリーブ21を挿入して補強する場合は、スリーブ21の内径が配管や配線に必要な開口径となるから、必要な内径を確保するには、ウエブ1aに形成する開口部2の径を、スリーブ21を挿入できるように大きくする必要があると共に、内径の大きいスリーブ21を使用する必要があり、また下水用配管等を通すための開口部2の場合には、水勾配がとれるようにスリーブ21を開口部2内で傾斜させて取り付けるために、開口部2の径を一層大きくする必要があって、より大きな内径のスリーブ21が必要となり、しかしてスリーブ21の長さは図9の(b) から分かるように梁1のフランジ1bの幅と殆ど同じ程度と長いから、開口部2の径が大きく、スリーブ21の径が大きくなれば、スリーブ21の外周縁部を溶接する時に、スリーブ21の上下両側部では梁1のフランジ1bと干渉して、溶接できないことがある。またスリーブ21の場合は、必ずウエブ1aの両面側から溶接する必要があるため、施工費が非常に高くつく。   As shown in FIG. 9, when the sleeve 21 is inserted into the opening 2 of the web 1a to be reinforced, the inner diameter of the sleeve 21 becomes an opening diameter necessary for piping and wiring. The diameter of the opening 2 formed in the web 1a needs to be increased so that the sleeve 21 can be inserted, the sleeve 21 having a large inner diameter needs to be used, and the opening for passing a sewage pipe or the like. In the case of 2, the diameter of the opening 2 needs to be further increased and the sleeve 21 having a larger inner diameter is required in order to attach the sleeve 21 so that the water gradient can be taken. However, since the length of the sleeve 21 is almost as long as the width of the flange 1b of the beam 1 as can be seen from FIG. 9B, if the diameter of the opening 2 is large and the diameter of the sleeve 21 is large. ,Three When welding the outer peripheral edge of the sleeve 21, the upper and lower sides of the sleeve 21 may interfere with the flange 1b of the beam 1 and may not be welded. In the case of the sleeve 21, since it is necessary to weld from both sides of the web 1a, the construction cost is very high.

図10に示すようにリング状プレート31をウエブ1aの開口部周辺に溶接する場合には、リング状プレート31の内周縁部及び外周縁部を溶接しないと補強効果を充分に発揮する力の伝達ができないため、溶接長が長くなって、溶接作業に手間がかかり、また外周縁部を溶接する時に、スリーブ21の上下両側部では梁1のフランジ1bと干渉し易く、溶接が非常に困難となり、また溶接できないこともある。   As shown in FIG. 10, when the ring-shaped plate 31 is welded to the periphery of the opening of the web 1a, the force is transmitted sufficiently to exert the reinforcing effect unless the inner peripheral edge and the outer peripheral edge of the ring-shaped plate 31 are welded. Therefore, the welding length becomes long, and it takes time for welding work. When the outer peripheral edge is welded, the upper and lower sides of the sleeve 21 are likely to interfere with the flange 1b of the beam 1 and welding becomes very difficult. In some cases, welding is not possible.

本発明は、上記の課題に鑑み、溶接作業が簡単容易に行え、生産性を良くして施工費を低く抑えることができ、特に、ウエブの幅に対し梁開口部の径が可なり大きく従ってフランジと梁開口部との間のウエブ部分の幅が狭い場合に有効な梁開口部補強構造を提供することも目的とする。   In view of the above-mentioned problems, the present invention can perform welding work easily and easily, improve productivity and keep the construction cost low, and in particular, the diameter of the beam opening is considerably large with respect to the width of the web. Another object of the present invention is to provide a beam opening reinforcing structure that is effective when the width of the web portion between the flange and the beam opening is narrow.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明は、H形鋼又はI形鋼からなる梁1のウエブ1aに設けられた開口部2と実質的に同一形状、同一径の内周を有するリング状本体4に溶接用の貫通溝5が少なくとも1箇所の非溝部6を残して周方向に連続的に形成されてなる梁補強リング3,23を、リング状本体4の内周縁4aと梁開口部2の内周縁2aとが実質的に合致するようにウエブ1aの片面又は両面に当接させて、この梁補強リング3,23を貫通溝5のところからウエブ1aに溶接して固定してなる梁開口部補強構造であって、梁補強リング3,23のリング状本体4は、その外周部が梁のウエブ1aとフランジ1bとの間のフィレットFに当たらないように、フィレットFに隣接する部分のリング幅を他の部分より狭くしてなることを特徴とする。   Means for solving the above problems will be described with reference numerals in the embodiments described later. The invention according to claim 1 is provided in the web 1a of the beam 1 made of H-shaped steel or I-shaped steel. A beam in which a through-groove 5 for welding is continuously formed in the circumferential direction, leaving at least one non-groove portion 6 in a ring-shaped main body 4 having substantially the same shape and the same inner diameter as the opening 2. Reinforcing rings 3 and 23 are brought into contact with one or both sides of the web 1a so that the inner peripheral edge 4a of the ring-shaped body 4 and the inner peripheral edge 2a of the beam opening 2 substantially coincide with each other. , 23 are welded and fixed to the web 1a from the through groove 5, and the ring-shaped main body 4 of the beam reinforcing rings 3 and 23 has an outer peripheral portion connected to the web 1a of the beam. Fillet so that it does not hit the fillet F between the flange 1b. The ring width of the portion adjacent to preparative F and characterized by being narrower than other parts.

請求項2に係る発明は、H形鋼又はI形鋼からなる梁1のウエブ1aに設けられた開口部2と実質的に同一形状、同一径の内周を有するリング状本体4に溶接用の貫通溝5が少なくとも1箇所の非溝部6を残して周方向に連続的に形成されてなる梁補強リング13,33を、リング状本体4の内周縁4aと梁開口部2の内周縁2aとが実質的に合致するようにウエブ1aの片面又は両面に当接させて、この梁補強リング13,33貫通溝5のところからウエブ1aに溶接して固定してなる梁開口部補強構造であって、梁補強リング13,33リング状本体4は、その外周部が梁1のウエブ1aとフランジ1bとの間のフィレットFに当たらないように、少なくともフィレットFに対面する外周部の内側面部が斜面状又はアール面状に形成されていることを特徴とする。   The invention according to claim 2 is for welding to a ring-shaped main body 4 having substantially the same shape and the same inner diameter as the opening 2 provided in the web 1a of the beam 1 made of H-shaped steel or I-shaped steel. The beam reinforcing rings 13 and 33 in which the through-grooves 5 are continuously formed in the circumferential direction leaving at least one non-groove 6 are used as the inner peripheral edge 4a of the ring-shaped body 4 and the inner peripheral edge 2a of the beam opening 2. And a beam opening reinforcement structure in which the beam reinforcing rings 13 and 33 are welded and fixed to the web 1a from the through groove 5 so that they are in contact with one side or both sides of the web 1a so as to substantially coincide with each other. The beam reinforcing rings 13 and 33 have a ring-shaped main body 4 at least an inner side surface portion of the outer peripheral portion facing the fillet F so that the outer peripheral portion does not hit the fillet F between the web 1a and the flange 1b of the beam 1. Is formed in the shape of a slope or a rounded surface And said that you are.

尚、請求項1,2において、「リング状本体4の内周が梁1の開口部2と実質的に同一形状、同一径」とは、リング状本体4の内周は、梁開口部2の形状及びその径と夫々完全に同一ではなく、それらと多少異なっていてもよい、と言うことを意味する。また、「リング状本体4の内周縁4aと開口部2の内周縁2aとが実質的に合致するように」とは、リング状本体4の内周縁4aと開口部2の内周縁2aとが完全に合致しなくても、両者がほぼ一致すればよいことを意味する。但し、リング状本体4の内周縁4aが開口部2の内周縁2aから内方へはみ出ないようにする必要がある。また、リング状本体4の外周部が梁のウエブ1aとフランジ1bとの間のフィレットFに当たらないようにするのは、リング状本体4の外周部がフィレットFに当接すると、リング状本体4が浮き上がって、ウエブ1aとの間に隙間が形成され、梁補強リング3,13,23,33を梁1のウエブ1aに適正に取り付けることができなくなるからである。   In claims 1 and 2, “the inner periphery of the ring-shaped main body 4 is substantially the same shape and the same diameter as the opening 2 of the beam 1” means that the inner periphery of the ring-shaped main body 4 is the beam opening 2. This means that the shape and the diameter thereof are not completely the same and may be slightly different from each other. The phrase “so that the inner peripheral edge 4a of the ring-shaped body 4 and the inner peripheral edge 2a of the opening 2 substantially match” means that the inner peripheral edge 4a of the ring-shaped main body 4 and the inner peripheral edge 2a of the opening 2 are This means that even if they do not completely match, it is only necessary that both match. However, it is necessary to prevent the inner peripheral edge 4 a of the ring-shaped body 4 from protruding inward from the inner peripheral edge 2 a of the opening 2. Further, the outer peripheral portion of the ring-shaped main body 4 is prevented from coming into contact with the fillet F between the web 1a and the flange 1b of the beam when the outer peripheral portion of the ring-shaped main body 4 comes into contact with the fillet F. 4 is lifted, and a gap is formed between the web 1a and the beam reinforcing rings 3, 13, 23, 33 cannot be properly attached to the web 1a of the beam 1.

請求項3は、請求項1に記載の梁開口部補強構造において、梁補強リング3,23は、リング本体4のリング幅が狭くなった部位に非溝部6が設けられていることを特徴とする。   A third aspect of the present invention is the beam opening portion reinforcing structure according to the first aspect, wherein the beam reinforcing rings 3 and 23 are provided with a non-groove portion 6 in a portion where the ring width of the ring body 4 is narrowed. To do.

請求項4は、請求項2に記載の梁開口部補強構造において、梁補強リング13,33は、リング本体4外周部の内側面部が斜面状又はアール面状に形成されている部位に非溝部6が設けられていることを特徴とする。   Claim 4 is the beam opening portion reinforcing structure according to claim 2, wherein the beam reinforcing rings 13 and 33 are non-grooved portions at the inner surface portion of the outer peripheral portion of the ring main body 4 formed in a slope shape or a rounded surface shape. 6 is provided.

請求項5は、請求項1〜4の何れかに記載の梁開口部補強構造において、梁補強リング3〜33は、溶接構造用鋳鋼品からなるか、鋼板で形成されるか、又は鍛造によって形成されることを特徴とする。   Claim 5 is the beam opening portion reinforcing structure according to any one of claims 1 to 4, wherein the beam reinforcing rings 3 to 33 are made of a cast steel product for welded structure, formed of a steel plate, or by forging. It is formed.

請求項6は、請求項1〜5の何れかに記載の梁開口部補強構造において、梁補強リング3〜33のリング状本体4に形成された貫通溝5は、その内側面部が斜面状又はアール面状に形成されていることを特徴とする。   Claim 6 is the beam opening portion reinforcing structure according to any one of claims 1 to 5, wherein the through groove 5 formed in the ring-shaped main body 4 of the beam reinforcing rings 3 to 33 has an inclined inner surface or It is formed in a rounded surface shape.

請求項7は、請求項1〜6の何れかに記載の梁開口部補強構造において、梁補強リング3〜33のリング状本体4に形成された非溝部6は、ウエブ1aに当接される側と反対側の面が周方向中間部からその両端にかけて夫々下り傾斜状となるような断面山形に形成されていることを特徴とする。   In the beam opening portion reinforcing structure according to any one of claims 1 to 6, the non-groove portion 6 formed in the ring-shaped main body 4 of the beam reinforcing rings 3 to 33 is in contact with the web 1a. The surface opposite to the side is formed in a mountain-shaped cross section so as to be inclined downward from the circumferential intermediate portion to both ends thereof.

上記解決手段による発明の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明によれば、梁1の開口部2,12と実質的に同一形状、同一径の内周を有するリング状本体4に溶接用貫通溝5が非溝部6を残して周方向に連続的に形成されてなる梁補強リング3,23を、リング状本体4の内周縁4aと梁開口部2,12の内周縁2aとが実質的に合致するようにウエブ1aの片面側又は両面側に当接させて、梁補強リング3,23を貫通溝5のところから梁1に溶接してなる構造であって、この梁補強リング3,23をウエブ1aに溶接するのに、貫通溝5に沿って溶接を行えばよいから、従来の梁開口部補強構造のように梁1のフランジ1b近辺を溶接する際にフランジ1bと干渉するようなことがなく、開口部2の周辺部をほぼ完全に溶接でき、梁補強リング3,23による十分な補強効果を得ることができ、それによって従来の梁開口部補強構造と同一又はそれ以上の性能を発揮することができながら、溶接作業が容易で、ロボットによる自動溶接の適用も容易となって、溶接作業の能率向上を図ることができる。   The effects of the invention by the above solution will be described with reference numerals in the embodiments described later. According to the invention according to claim 1, the openings 2 and 12 of the beam 1 have substantially the same shape and the same diameter. A beam reinforcing ring 3, 23 in which a welding through groove 5 is continuously formed in the circumferential direction leaving a non-groove portion 6 in a ring-shaped main body 4 having an inner periphery of the ring-shaped main body 4 and an inner peripheral edge 4 a of the ring-shaped main body 4 and a beam. The beam reinforcing rings 3 and 23 are welded to the beam 1 from the through groove 5 by abutting against one side or both sides of the web 1a so that the inner peripheral edge 2a of the openings 2 and 12 substantially match. In order to weld the beam reinforcing rings 3 and 23 to the web 1a, it is only necessary to perform welding along the through groove 5. Therefore, the flange of the beam 1 as in the conventional beam opening reinforcing structure is used. When welding around 1b, there is no interference with the flange 1b, and the opening 2 can be welded almost completely, and a sufficient reinforcement effect can be obtained by the beam reinforcement rings 3 and 23, thereby exhibiting the same or better performance as the conventional beam opening reinforcement structure. However, the welding operation is easy and the application of automatic welding by a robot becomes easy, so that the efficiency of the welding operation can be improved.

またこの発明では、梁補強リング3のリング状本体4は、その外周部が梁のウエブ1aとフランジ1bとの間のフィレットFに当たらないように、フィレットFに隣接する部分のリング幅を他の部分より狭くしているから、梁補強リング3,23の製作にあたって、リング状本体4を全体的に幅広く形成でき、それによりウエブ1aの幅に対して梁開口部2,12が可なり大きく形成されている場合でも、ウエブ1aに対する梁補強リング3の接触面積を広くとることができて補強強度を高めることかできると共に、貫通溝5の幅を十分に広くとることができ、溶接の容易さと溶接部の品質を確保することができる。   In the present invention, the ring-shaped main body 4 of the beam reinforcing ring 3 has other ring widths adjacent to the fillet F so that the outer peripheral portion does not hit the fillet F between the web 1a and the flange 1b of the beam. Therefore, in manufacturing the beam reinforcing rings 3 and 23, the ring-shaped main body 4 can be formed broadly as a whole, so that the beam openings 2 and 12 are considerably larger than the width of the web 1a. Even if it is formed, the contact area of the beam reinforcing ring 3 with the web 1a can be widened, the reinforcing strength can be increased, and the width of the through groove 5 can be made sufficiently wide to facilitate welding. And the quality of the welded portion can be ensured.

因みに、リング状本体4のリング幅が周方向に亘って一様なリング構造であれば、ウエブ1aの幅に対し梁開口部の径が可なり大きい場合にはフランジ1bと梁開口部との間のウエブ部分の幅が狭くなり、しかもリング状本体4の周辺部がフィレットと干渉しないようにする必要があることから、リング状本体4のリング幅の寸法を小さくせざるを得ず、そうなるとウエブ1aに対する梁補強リング3の接触面積は必然的に狭くなって、貫通溝5の幅も十分にとれなくなり、溶接作業が困難になると共に、十分な補強効果が得られなくなる。   Incidentally, if the ring width of the ring-shaped main body 4 is uniform in the circumferential direction, if the diameter of the beam opening is considerably larger than the width of the web 1a, the flange 1b and the beam opening Since the width of the web portion in between is reduced and the peripheral portion of the ring-shaped main body 4 needs to be prevented from interfering with the fillet, the ring width dimension of the ring-shaped main body 4 must be reduced. The contact area of the beam reinforcing ring 3 with the web 1a is inevitably narrowed, and the width of the through groove 5 cannot be taken sufficiently, so that welding work becomes difficult and a sufficient reinforcing effect cannot be obtained.

また梁補強リング3,23は、ウエブ1aの片面又は両面に取り付けられるが、ウエブ1aの片面のみに取り付ける場合には、リング状本体4の板厚が厚すぎると、梁1の剪断中心位置がウエブ1aの片面側(リング取付面側)に偏心するため、梁1への鉛直荷重に対して偶力が生じて好ましくない。従って、梁補強リング3,23をウエブ1aの片面のみに取り付ける場合は、リング状本体4の板厚を可能な範囲で薄くする必要がある。この場合、梁補強リング3,23は、フィレットFに隣接する部分を除いてリング状本体4を全体的に幅広く形成できることから、リング状本体4の板厚を薄くしても、そのリング幅を広く形成することによって、ウエブ1aに対する梁補強リング3の接触面積を広くとることができ、補強強度を十分高めることかできる。また、梁補強リング3,23をウエブ1aの片面のみに取り付ける場合は、梁1を、ウエブ1aの当該片面側が上を向くように倒して、下向き溶接を行うようにすれば、溶接作業が容易となり、熟練技術者でなくても、十分良好な溶接が可能になると共に、その梁1を引っ繰り返す必要がないため、作業が簡単容易となる。   The beam reinforcing rings 3 and 23 are attached to one side or both sides of the web 1a. However, when the beam reinforcing rings 3 and 23 are attached only to one side of the web 1a, if the plate thickness of the ring-shaped main body 4 is too thick, the shear center position of the beam 1 is set. Since it is eccentric to one side (ring attachment surface side) of the web 1a, a couple is generated with respect to the vertical load to the beam 1, which is not preferable. Therefore, when the beam reinforcing rings 3 and 23 are attached only to one side of the web 1a, it is necessary to reduce the plate thickness of the ring-shaped main body 4 as much as possible. In this case, the beam reinforcing rings 3 and 23 can form the ring-shaped main body 4 broadly as a whole except for the portion adjacent to the fillet F. Therefore, even if the plate thickness of the ring-shaped main body 4 is reduced, the ring width is reduced. By forming it widely, the contact area of the beam reinforcing ring 3 with respect to the web 1a can be widened, and the reinforcing strength can be sufficiently increased. Further, when the beam reinforcing rings 3 and 23 are attached to only one side of the web 1a, the welding work can be easily performed by tilting the beam 1 so that the one side of the web 1a faces upward and performing downward welding. Therefore, even if it is not an expert engineer, sufficient favorable welding is attained, and since it is not necessary to repeat the beam 1, work becomes easy and easy.

請求項2に係る発明によれば、上述した請求項1に係る発明と共通の効果に加え、梁補強リング13,33のリング状本体4の外周部が梁1のウエブ1aとフランジ1bとの間のフィレットFに当たらないように、少なくともフィレットFに対面する外周部の内側面部を斜面状又はアール面状に形成することによって、リング状本体4のリング幅を全体的に広くとることができ、それにより溶接がし易くなって、溶接部の品質が確保される。また、梁補強リング13,33をウエブ1aの片面のみに取り付ける場合も、リング状本体4の板厚を極力薄くすることができながら、補強強度を十分高めることかできる。   According to the invention according to claim 2, in addition to the effects common to the invention according to claim 1, the outer peripheral portion of the ring-shaped body 4 of the beam reinforcing rings 13 and 33 is formed between the web 1a and the flange 1b of the beam 1. By forming at least the inner side surface portion of the outer peripheral portion facing the fillet F in a slanted or rounded shape so as not to hit the fillet F between them, the ring width of the ring-shaped main body 4 can be widened as a whole. This facilitates welding and ensures the quality of the welded portion. Further, when the beam reinforcing rings 13 and 33 are attached only to one side of the web 1a, the reinforcing strength can be sufficiently increased while the plate thickness of the ring-shaped main body 4 can be made as thin as possible.

請求項3に係る発明によれば、リング本体4のリング幅が狭くなった部位に非溝部6を設けることによって、リング幅が狭くなったリング部分の強度低下を十分に補うことができる。   According to the invention of claim 3, by providing the non-groove portion 6 in the portion of the ring body 4 where the ring width is narrowed, the strength reduction of the ring portion where the ring width is narrowed can be sufficiently compensated.

請求項4に係る発明によれば、リング本体4外周部の内側面部が斜面状又はアール面状に形成されている部位に非溝部6を設けることによって、内側面部が斜面状又はアール面状に形成されたリング部分の強度低下を十分に補うことができる。   According to the invention which concerns on Claim 4, by providing the non-groove part 6 in the site | part in which the inner surface part of the ring body 4 outer peripheral part is formed in the shape of a slope or a round surface, the inner side surface part becomes a slope shape or a round surface shape. The strength reduction of the formed ring portion can be sufficiently compensated.

請求項5に係る発明によれば、梁補強リング3〜33は、溶接構造用鋳鋼品からなるものでもよいし、あるいは鋼板によって形成してもよく、あるいは又鍛造によって形成することもできる。   According to the fifth aspect of the present invention, the beam reinforcing rings 3 to 33 may be made of a cast steel product for welded structure, may be formed of a steel plate, or may be formed by forging.

請求項6に係る発明のように、貫通溝5を、その内側面部をアール状又はテーパ状に形成すれば、貫通溝5の内側面部をアール状又はテーパ状に形成しない場合に比べ、狭い貫通溝5での溶接性の改善が図られ、品質確保に効果を増すことができる。   If the inner side surface portion of the through groove 5 is formed in a round shape or a tapered shape as in the invention according to claim 6, the through groove is narrower than the case where the inner side surface portion of the through groove 5 is not formed in a round shape or a tapered shape. The weldability in the groove 5 can be improved, and the effect can be increased in ensuring quality.

請求項7に係る発明のように、梁補強リング3の非溝部6を、梁1に当接される側と反対側の面が周方向中間部からその両端にかけて夫々下り傾斜状となる断面山形に形成すれば、梁補強リング3を梁に溶接した後に、防錆処理の電着塗装やドブ漬けメッキをする時に貫通溝5に塗液の湯溜まりの発生を防止することができる。   As in the invention according to claim 7, the non-grooved portion 6 of the beam reinforcing ring 3 has a mountain-shaped cross section in which the surface opposite to the side abutting on the beam 1 is inclined downward from the circumferential intermediate portion to both ends thereof. When the beam reinforcing ring 3 is welded to the beam, it is possible to prevent the occurrence of a puddle of coating liquid in the through groove 5 when performing electrodeposition coating for anticorrosive treatment or dob-dipping plating.

以下に本発明の好適な実施形態を図面に基づいて説明すると、図1の(a) は本発明に係る梁開口部補強構造を示す正面図、(b) は(a) のX−X線断面図であり、図2の(a) は梁1に形成された開口部を示す正面図、(b) は(a) のY−Y線断面図であり、図3の(a) は梁補強リングを示す正面図、(b) は(a) のV−V線断面図、(c) は(a) のW−W線拡大断面図である。これらの図において、1は鉄骨梁としてのH形鋼で、ウエブ1aと上下フランジ1b,1bとからなり、そのウエブ1aには図2の(a) ,(b) に示すように直径Dの円形状開口部2が形成され、そしてウエブとフランジとの間にはアール面状のフィレットFが形成されている。3は梁補強リングである。   A preferred embodiment of the present invention will be described below with reference to the drawings. FIG. 1 (a) is a front view showing a beam opening reinforcing structure according to the present invention, and (b) is an XX line of (a). 2A is a front view showing an opening formed in the beam 1, FIG. 2B is a sectional view taken along the line YY of FIG. 3A, and FIG. The front view which shows a reinforcement ring, (b) is the VV sectional view taken on the line of (a), (c) is the expanded sectional view on the W-W line of (a). In these drawings, reference numeral 1 denotes an H-shaped steel as a steel beam, which consists of a web 1a and upper and lower flanges 1b and 1b. The web 1a has a diameter D as shown in FIGS. 2 (a) and 2 (b). A circular opening 2 is formed, and a rounded fillet F is formed between the web and the flange. 3 is a beam reinforcement ring.

梁補強リング3は、梁1のウエブ1aに形成された円形状開口部2と同じ円形状で且つその開口部2と同じ径の内周を有するリング状本体4からなる溶接構造用鋳鋼品であり、そのリング状本体4には、図3の(a) ,(b) に示すように、溶接用貫通溝5が、直径方向両端部にある2箇所の非溝部6,6を残して周方向に連続的に形成されている。尚、溶接構造用鋳鋼品の種類としては、SCW410、SCW450、SCW480、SCW550、SCW620があり、これらのうち例えばSCW480は、Cが0.22%以下、Siが0.60%以下、Mnが1.50%以下、Pが0.04%以下、Sが0.04%以下、Niが0.50%以下、Cr0.50%以下、また炭素当量は0.45%以下となっている。   The beam reinforcement ring 3 is a cast steel product for welded structure comprising a ring-shaped main body 4 having the same circular shape as the circular opening 2 formed in the web 1 a of the beam 1 and the same inner diameter as the opening 2. As shown in FIGS. 3 (a) and 3 (b), the ring-shaped body 4 has welding through-grooves 5 around the non-groove portions 6 and 6 at both ends in the diameter direction. It is formed continuously in the direction. The types of cast steel products for welded structures include SCW410, SCW450, SCW480, SCW550, and SCW620. Among these, for example, SCW480 has C of 0.22% or less, Si of 0.60% or less, Mn of 1.50% or less, P Is 0.04% or less, S is 0.04% or less, Ni is 0.50% or less, Cr is 0.50% or less, and the carbon equivalent is 0.45% or less.

図1に示すように、この梁補強リング3のリング状本体4は、その外周部が梁1のウエブ1aとフランジ1bとの間のフィレットFに当たらないようにするために(リング状本体4がフィレットFに当たると、リング状本体4とウエブ1aとの間に隙間を形成して、梁補強リング3をウエブ1aに適正に取り付けることができなくなる)、フィレットFに隣接する部分4oのリング幅が他の部分より狭く形成され、この部分4o以外は一様なリング幅に形成されている。つまり、この場合、リング状本体4は、全周に亘って一様なリング幅に形成されたものから、フィレットFに隣接する外周部分4oがフィレットFに当たらないように幅狭に切除したような形状としたものである。   As shown in FIG. 1, the ring-shaped main body 4 of the beam reinforcing ring 3 is arranged so that its outer peripheral portion does not hit the fillet F between the web 1a and the flange 1b of the beam 1 (ring-shaped main body 4). ) Hits the fillet F, a gap is formed between the ring-shaped main body 4 and the web 1a so that the beam reinforcing ring 3 cannot be properly attached to the web 1a), and the ring width of the portion 4o adjacent to the fillet F Are formed narrower than the other portions, and the portions other than the portion 4o are formed to have a uniform ring width. That is, in this case, the ring-shaped main body 4 seems to be cut out narrowly so that the outer peripheral portion 4o adjacent to the fillet F does not hit the fillet F from the ring-shaped main body 4 formed with a uniform ring width over the entire circumference. It is a simple shape.

この場合、リング幅が狭くなったフィレットFに隣接する部分4oは、図5に示すように、上側フィレットFの付け根部hよりも若干下側に位置するように形成される。尚、図示はしないが、下側のフィレットFに対しては、その付け根部よりも若干上側に、リング幅が狭くなった部分4oが位置するように形成される。   In this case, the portion 4o adjacent to the fillet F having a narrow ring width is formed so as to be located slightly below the base portion h of the upper fillet F as shown in FIG. Although not shown, the lower fillet F is formed so that a portion 4o having a narrow ring width is located slightly above the base.

溶接用貫通溝5は、好ましくは図5の(a) に示すように、その内側面部を斜面状に形成するのがよく、その斜面状部を5tで示す。このように内側面部を斜面状に形成してもよいし、あるいは図5の(b) に示すように、内側面部の開口端部側をアール状に形成してもよく、そのアール状部を5rで示す。このように貫通溝5の内側面部を斜面状又はアール状に形成すれば、斜面状又はアール状に形成しない場合に比べて、貫通溝5における溶接が容易となる。そして、梁補強リング3が溶接構造用鋳鋼品からなる場合は、貫通溝5の内側面部に斜面状部5t又はアール状部5rを形成するのがきわめて簡単容易である。   As shown in FIG. 5 (a), the welding through groove 5 is preferably formed so that its inner side surface has an inclined surface, and the inclined surface portion is indicated by 5t. In this way, the inner side surface portion may be formed in a slope shape, or the opening end portion side of the inner side surface portion may be formed in a round shape as shown in FIG. Indicated by 5r. In this way, if the inner side surface portion of the through groove 5 is formed in a slope shape or a round shape, welding in the through groove 5 is facilitated as compared to a case where the inner side surface portion is not formed in a slope shape or a round shape. When the beam reinforcing ring 3 is made of a cast steel product for welded structure, it is very easy and easy to form the inclined surface portion 5t or the rounded portion 5r on the inner side surface portion of the through groove 5.

この梁補強リング3のリング状本体4に形成された非溝部6は、図3の(a) 及び(d) から分かるように、梁1のウエブ1aに当接される側と反対側の面が周方向中間部からその両端にかけて夫々下り傾斜状となるような断面山形(図3の(d) 参照)に形成されている。このように非溝部6を断面山形に形成することによって、梁補強リング3を梁1に溶接した後に、防錆処理の電着塗装やドブ漬けメッキをする時に貫通溝5に塗液の湯溜まりの発生を防止することができる。   The non-grooved portion 6 formed in the ring-shaped main body 4 of the beam reinforcing ring 3 is a surface opposite to the side of the beam 1 that is in contact with the web 1a, as can be seen from FIGS. 3 (a) and 3 (d). Is formed in a cross-sectional mountain shape (see FIG. 3D) so as to be inclined downward from the circumferential intermediate portion to both ends thereof. By forming the non-grooved portion 6 in a mountain shape in this way, after the beam reinforcing ring 3 is welded to the beam 1, a pool of coating liquid is accumulated in the through-groove 5 when electrodeposition coating or anti-corrosion plating is performed for rust prevention treatment. Can be prevented.

また非溝部6は、図3の(a) に実線で図示しているように、リング状本体4のリング幅が狭くなった部分4oから周方向に略90°隔たった位置に形成されているが、好ましくは、この図3の(a) の仮想線図示のように、リング本体4のリング幅が狭くなった部位に非溝部6を設けるのがよく、そうすることによってリング幅が狭くなったリング部分の強度低下を十分に補うことができる。   The non-groove portion 6 is formed at a position approximately 90 ° apart in the circumferential direction from the portion 4o where the ring width of the ring-shaped main body 4 is narrowed, as shown by a solid line in FIG. However, it is preferable to provide the non-groove portion 6 in a portion where the ring width of the ring main body 4 is narrowed, as shown by the phantom line in FIG. 3A, so that the ring width is narrowed. It is possible to sufficiently compensate for the strength reduction of the ring portion.

上記のような梁補強リング3を使用して梁1のウエブ1aの開口部2を補強するには、図1の(a) 及び(b) に示すように、梁補強リング3を、そのリング状本体4の内周縁4aとウエブ1aの開口部2の内周縁2aとが合致するように、ウエブ1aの両面側に夫々当接させて、各梁補強リング3を貫通溝5のところからウエブ1aに溶接することにより、梁補強リング3をウエブ1aに固定して、図示のような梁開口部補強構造を形成する。   In order to reinforce the opening 2 of the web 1a of the beam 1 using the beam reinforcing ring 3 as described above, the beam reinforcing ring 3 is attached to the ring 1 as shown in FIGS. 1 (a) and (b). Each beam reinforcing ring 3 is brought into contact with the both sides of the web 1a so that the inner peripheral edge 4a of the main body 4 and the inner peripheral edge 2a of the opening 2 of the web 1a are aligned with each other from the through groove 5 to the web. By welding to 1a, the beam reinforcing ring 3 is fixed to the web 1a to form a beam opening reinforcing structure as shown.

この場合の溶接は、例えば半分自動又は自動溶接により、貫通溝5の一端部から、溝長手方向に対し交差する左右方向に動かし、即ちウィービングしながら、この貫通溝5に沿って他端部まで肉盛溶接し、しかして図1の(b) に示すように貫通溝5が溶接ビードWbで埋まるようにする。   In this case, welding is performed, for example, by semi-automatic or automatic welding, from one end portion of the through groove 5 to the left and right direction intersecting the longitudinal direction of the groove, that is, while weaving, to the other end portion along the through groove 5. Overlay welding is performed so that the through groove 5 is filled with the weld bead Wb as shown in FIG.

このようにリング状本体4の貫通溝5が溶接ビードWbで埋まるように、梁補強リング3を梁1のウエブ1aに溶接することにより、梁補強リング3の貫通溝5が無くなった状態となって、溶接ビードWbとリング状本体4とが連続した盛り上がり又はほぼ一様断面となるため、梁開口部2の補強効果が向上することになる。   By welding the beam reinforcing ring 3 to the web 1a of the beam 1 so that the through groove 5 of the ring-shaped body 4 is filled with the weld bead Wb in this way, the through groove 5 of the beam reinforcing ring 3 is eliminated. Since the weld bead Wb and the ring-shaped main body 4 are continuously raised or have a substantially uniform cross section, the reinforcing effect of the beam opening 2 is improved.

また、この梁補強リング3の溶接に際しては、梁1であるH形鋼を、ウエブ1aの側面が上下を向くように倒して、ウエブ1aの片面側ずつ下向き溶接を行うようにすれば、溶接作業が容易となり、熟練技術者でなくても、十分良好な溶接が可能となる。特に、この溶接は、リング状本体4の周方向に連続的に形成した貫通溝5に沿って行えばよいから、H形鋼やI形鋼からなる梁1のフランジ1b近辺を溶接する際にフランジ1bに干渉されるようなことがなく、開口部2の周辺部を完全に溶接できて、梁補強リング3による十分な補強効果を得ることができ、それによって図10に示す従来のリング状プレートによる梁開口部補強構造と同一又はそれ以上の性能を発揮することができながら、溶接作業が非常に容易で、ロボットによる自動溶接の適用も容易に可能となって、梁補強リング3の溶接作業の著しい能率向上を図ることができる。また、梁補強リング3が溶接構造用鋳鋼品である場合は、その製造コストは、鋼板製の梁補強リングに比べると、格段に安くなり、これがために梁開口部補強構造の施工費の大幅な低減化を図ることが可能となる。   Further, when welding the beam reinforcing ring 3, if the H-shaped steel which is the beam 1 is tilted so that the side surface of the web 1a faces up and down, and the one-side side of the web 1a is welded downward, welding is performed. The work is facilitated, and sufficiently good welding is possible even without a skilled engineer. In particular, this welding may be performed along the through groove 5 continuously formed in the circumferential direction of the ring-shaped main body 4, and therefore, when welding the vicinity of the flange 1 b of the beam 1 made of H-shaped steel or I-shaped steel. The peripheral portion of the opening 2 can be completely welded without being interfered by the flange 1b, and a sufficient reinforcing effect by the beam reinforcing ring 3 can be obtained, whereby the conventional ring shape shown in FIG. Welding operation of beam reinforcement ring 3 is possible because it can perform the same or better performance than the beam opening reinforcement structure with a plate, but can be easily welded and can be automatically applied by robot. Work efficiency can be improved significantly. In addition, when the beam reinforcing ring 3 is a cast steel product for welded structure, its manufacturing cost is significantly lower than that of a steel plate beam reinforcing ring, which greatly increases the construction cost of the beam opening reinforcing structure. Reduction can be achieved.

また、この梁補強リング3のリング状本体4は、その外周部が梁のウエブ1aとフランジ1bとの間のフィレットFに当たらないように、フィレットFに隣接する部分4oのリング幅が他の部分より狭くなっているから、梁補強リング3の製作にあたって、リング状本体4を全体的に幅広く形成でき、それによりウエブ1aの幅に対して梁開口部2が可なり大きく形成されている場合でも、ウエブ1aに対する梁補強リング3の接触面積を広くとることができて補強強度を高めることかできると共に、貫通溝5の幅を広くとることができて、溶接がし易くなり、溶接部の強度が十分に確保される。   Further, the ring-shaped main body 4 of the beam reinforcing ring 3 has a ring width of a portion 4o adjacent to the fillet F so that the outer peripheral portion does not hit the fillet F between the web 1a and the flange 1b of the beam. When the beam reinforcing ring 3 is manufactured, the ring-shaped main body 4 can be widely formed as a whole, so that the beam opening 2 is formed as large as possible with respect to the width of the web 1a. However, the contact area of the beam reinforcing ring 3 to the web 1a can be widened to increase the reinforcing strength, and the width of the through groove 5 can be widened to facilitate welding. Enough strength is secured.

尚、図1に示す実施形態の梁開口部補強構造のように、梁補強リング3を梁1の両面側に夫々当接させて溶接する場合は、梁1の片面側のみに溶接する場合と比べて、梁補強リング3の厚さを薄くすることができ、それにより梁補強リング3と梁1との溶接が少なくて済む上に、両梁補強リング3,3が梁開口部2の両面側でバランスをとるため、梁1の剪断中心位置がずれることがなく、梁1への鉛直荷重に対して偶力を生じることがなく、梁開口部2周辺が歪んだり、変形するような不都合がない。また梁補強リング3を、ウエブ1aの片面のみに取り付ける場合は、リング状本体4の板厚が厚すぎると、梁1の剪断中心位置がウエブ1aの片面側(リング取付面側)に偏心するため、梁1への鉛直荷重に対して偶力が生じ、従って梁補強リング3をウエブ1aの片面のみに取り付ける場合は、リング状本体4の板厚を可能な範囲で薄くする必要がある。この場合、梁補強リング3は、フィレットFに隣接する部分を除いてリング状本体4を全体的に幅広く形成できることから、リング状本体4の板厚を薄くしても、そのリング幅を広く形成することによって、ウエブ1aに対する梁補強リング3の接触面積を広くとることができ、補強強度を十分高めることかできる。   In addition, as in the beam opening portion reinforcing structure of the embodiment shown in FIG. 1, when the beam reinforcing ring 3 is welded while being brought into contact with both sides of the beam 1, welding is performed only on one side of the beam 1. In comparison, the thickness of the beam reinforcing ring 3 can be reduced, so that welding between the beam reinforcing ring 3 and the beam 1 can be reduced, and both beam reinforcing rings 3 and 3 are provided on both sides of the beam opening 2. Since the balance of the beam 1 is balanced, the shear center position of the beam 1 is not shifted, no couple is generated with respect to the vertical load on the beam 1, and the periphery of the beam opening 2 is distorted or deformed. There is no. When the beam reinforcing ring 3 is attached only to one side of the web 1a, if the plate thickness of the ring-shaped main body 4 is too thick, the shear center position of the beam 1 is eccentric to one side (ring attaching surface side) of the web 1a. For this reason, a couple of forces is generated with respect to the vertical load on the beam 1. Therefore, when the beam reinforcing ring 3 is attached only to one surface of the web 1 a, it is necessary to reduce the plate thickness of the ring-shaped main body 4 as much as possible. In this case, the beam reinforcing ring 3 can form the ring-shaped main body 4 as a whole with the exception of the portion adjacent to the fillet F. Therefore, even if the plate thickness of the ring-shaped main body 4 is made thin, the ring width is wide. By doing so, the contact area of the beam reinforcing ring 3 with respect to the web 1a can be widened, and the reinforcing strength can be sufficiently increased.

また図1に示す実施形態の梁開口部補強構造では、梁1の円形状開口部2を補強する梁補強リング3として、リング状本体4に貫通溝5が直径方向両端部にある2箇所の非溝部6,6を残して周方向に連続的に形成されたものを使用しているが、リング状本体4に貫通溝5が1箇所の非溝部6を残して連続的に形成されたものを使用してもよいし、あるいはリング状本体4に貫通溝5が2箇所以上の非溝部6を残して形成されたものを使用してもよい。   Further, in the beam opening reinforcing structure of the embodiment shown in FIG. 1, as a beam reinforcing ring 3 that reinforces the circular opening 2 of the beam 1, the ring-shaped main body 4 has two through grooves 5 at both ends in the diameter direction. The non-groove portions 6 and 6 are continuously formed in the circumferential direction, but the through-groove 5 is continuously formed in the ring-shaped body 4 with the non-groove portion 6 left. Alternatively, a ring-shaped main body 4 in which through grooves 5 are formed leaving two or more non-groove portions 6 may be used.

但し、梁補強リング3の精度、品質等の点からは、梁補強リング3の製造時に捩じれ等の変形を生じ難いため、リング状本体4に貫通溝5が少なくとも2箇所の非溝部6を残して形成されるものの方が好ましく、また補強効果、溶接効率、自動化等の点から云えば、溶接部はできるだけ長く、しかも連続する方がよいから、貫通溝5が1箇所もしくは2箇所の非溝部6を残してリング状本体4に周方向に連続的に形成されるのが好ましい。   However, from the viewpoint of accuracy, quality, etc. of the beam reinforcing ring 3, deformation such as torsion is difficult to occur during manufacturing of the beam reinforcing ring 3, so that the through groove 5 leaves at least two non-grooved portions 6 in the ring-shaped body 4. From the viewpoint of reinforcing effect, welding efficiency, automation, etc., the welded portion should be as long as possible and continuous, so that the through groove 5 has one or two non-grooved portions. 6 is preferably formed continuously in the circumferential direction on the ring-shaped main body 4.

図4の(a) は本発明に係る他の梁開口部補強構造を示す正面図、(b) は(a) のZ −Z線断面図である。即ち、図1の(a) ,(b) により説明した梁開口部補強構造は、梁補強リング13のリング状本体4の外周部が梁1のフィレットFに当たらないように、フィレットFに隣接する外周部分4oを切除して、フィレットFに隣接する部分のリング幅を他の部分より狭くしたものであるが、この図4の梁開口部補強構造では、リング状本体4の外周部の内側面が梁1のフィレットFに当たらないように、フィレットFに対面するリング状本体4外周部の内側面部4sを斜面状又はアール状に形成したものである。また非溝部6は、図4の(a) の実線図示のように、リング状本体4外周部の内側面部4sが斜面状又はアール状に形成された部分4sから周方向に略90°隔たった位置に形成されているが、好ましくは、この図4の(a) の仮想線図示のように、リング本体4外周部の内側面部が斜面状又はアール面状に形成されている部位に非溝部6を設けるのがよく、そうすることで内側面部が斜面状又はアール面状に形成されたリング部分の強度低下を十分に補うことができる。   4A is a front view showing another beam opening reinforcing structure according to the present invention, and FIG. 4B is a sectional view taken along the line ZZ of FIG. 4A. That is, the beam opening reinforcing structure described with reference to FIGS. 1A and 1B is adjacent to the fillet F so that the outer periphery of the ring-shaped body 4 of the beam reinforcing ring 13 does not hit the fillet F of the beam 1. The outer peripheral portion 4o is cut off and the ring width of the portion adjacent to the fillet F is made narrower than the other portions. In the beam opening reinforcing structure of FIG. The inner side surface portion 4s of the outer peripheral portion of the ring-shaped main body 4 facing the fillet F is formed in a slope shape or a round shape so that the side surface does not hit the fillet F of the beam 1. Further, as shown by the solid line in FIG. 4A, the non-groove portion 6 is spaced approximately 90 ° in the circumferential direction from the portion 4s where the inner side surface portion 4s of the outer periphery of the ring-shaped main body 4 is formed in a slope shape or a round shape. Although it is formed at the position, preferably, as shown by the phantom line in FIG. 4 (a), the non-grooved portion is formed in the portion where the inner side surface portion of the outer peripheral portion of the ring main body 4 is formed in a slope shape or a round surface shape. 6 can be provided, and by doing so, it is possible to sufficiently compensate for the strength reduction of the ring portion in which the inner side surface portion is formed in the shape of a slope or a rounded surface.

図6の(a) は、梁1のフィレットFに対面するリング状本体4外周部の内側面部を斜面状に形成した(その斜面状部を4sで示す)構造部分を拡大したもので、リング状本体4外周部の斜面状部4sは、フィレットFとの間に空隙を有し、この斜面状部4sの内端縁は上側のフィレットFの付け根部hよりも若干下側に位置するように形成される。尚、図示はしないが、下側のフィレットFに対しては、その付け根部よりも若干上側に、斜面状部4sの内端縁が位置するように形成される。   FIG. 6 (a) is an enlarged view of the structure portion in which the inner side surface of the outer peripheral portion of the ring-shaped body 4 facing the fillet F of the beam 1 is formed in a slope shape (the slope-like portion is indicated by 4s). The inclined surface portion 4s of the outer periphery of the cylindrical body 4 has a gap between the fillet F, and the inner edge of the inclined surface portion 4s is located slightly below the base portion h of the upper fillet F. Formed. Although not shown, the lower fillet F is formed so that the inner edge of the sloped portion 4s is located slightly above the base.

図4に示す実施形態においては、フィレットFに対面するリング状本体4の外周部の内側面部4sを斜面状に形成しているが、その内側面部4sをアール状に形成してもよい。アール状に形成する場合には、フィレットFの曲率より小さい曲率のアール状面とする。また、この図4の実施形態では、(a) に示すように、フィレットFに対面する外周部の内側面部のみを斜面状(又はアール状)に形成しているが、リング状本体4外周部の内側面部をリング状本体4の全周に亘って斜面状(又はアール状)に形成してもよい。   In the embodiment shown in FIG. 4, the inner side surface portion 4 s of the outer peripheral portion of the ring-shaped main body 4 facing the fillet F is formed in a slope shape, but the inner side surface portion 4 s may be formed in a round shape. In the case of forming a round shape, the rounded surface has a curvature smaller than the curvature of the fillet F. Further, in the embodiment of FIG. 4, as shown in (a), only the inner side surface portion of the outer peripheral portion facing the fillet F is formed in a slope shape (or round shape), but the outer peripheral portion of the ring-shaped main body 4 The inner side surface portion of the ring-shaped body 4 may be formed in a slope shape (or a round shape) over the entire circumference of the ring-shaped main body 4.

このように、梁補強リング3のリング状本体4の外周部の内側面が梁1のフィレットFに当たらないように、少なくともフィレットFに対面するリング状本体4の外周部の内側面部を斜面状又はアール面状に形成することにより、梁補強リング3の製作にあたって、リング状本体4を全周に亘ってに幅広く形成でき、それによりウエブ1aの幅に対して梁開口部2が可なり大きく形成されている場合でも、ウエブ1aに対する梁補強リング3の接触面積を極力広くとることができて補強強度を高めることかできると共に、貫通溝5の幅を十分にとることができて、溶接がし易くなり、溶接部の強度が十分に確保される。   Thus, at least the inner side surface of the outer peripheral portion of the ring-shaped main body 4 facing the fillet F is inclined so that the inner side surface of the outer peripheral portion of the ring-shaped main body 4 of the beam reinforcing ring 3 does not contact the fillet F of the beam 1. Alternatively, when the beam reinforcing ring 3 is formed, the ring-shaped main body 4 can be formed widely over the entire circumference by forming it in a rounded surface shape, so that the beam opening 2 is considerably larger than the width of the web 1a. Even if formed, the contact area of the beam reinforcing ring 3 with respect to the web 1a can be made as wide as possible to increase the reinforcing strength, and the width of the through groove 5 can be sufficiently increased, so that welding can be performed. And the strength of the welded portion is sufficiently secured.

尚、図5の(a) に仮想線で示すように、貫通溝5の内側面下部に溶接用の開先Kを形成しておくことにより、溶接の溶け込みが大きくなって、溶接強度が一層良好となる。   As indicated by phantom lines in FIG. 5 (a), by forming a groove K for welding at the lower part of the inner side surface of the through groove 5, the penetration of welding is increased and the welding strength is further increased. It becomes good.

図5の(b) 及び図6の(b) は更に他の実施形態を示すもので、例えば大型のH形鋼からなる梁1の円形状開口部2を補強する梁補強リング3,13の貫通溝5の溝幅が広く、溝深さが深く形成されているような場合には、図5の(a) や図6の(a) に示すように貫通溝5を溶接ビードWbで埋めることなく、図5の(b) や図6の(b) に示すように梁補強リング3,13の貫通溝5の内周縁に沿って溶接することにより、溶接をより効率良く行うことができながら、補強効果も十分に確保することができる。   5 (b) and 6 (b) show still another embodiment. For example, the beam reinforcing rings 3 and 13 for reinforcing the circular opening 2 of the beam 1 made of a large H-shaped steel are shown. When the groove width of the through groove 5 is wide and the groove depth is deep, the through groove 5 is filled with the weld bead Wb as shown in FIG. 5 (a) and FIG. 6 (a). Without welding, welding can be performed more efficiently by welding along the inner peripheral edge of the through groove 5 of the beam reinforcing rings 3 and 13 as shown in FIG. 5 (b) and FIG. 6 (b). However, a sufficient reinforcing effect can be secured.

図7の(a) は更に他の実施形態による梁開口部補強構造を示し、(a) は正面図、(b) は(a) のQ−Q線断面図である。この梁開口部補強構造における梁補強リング23のリング状本体4は、その内周形状が真円形、外周形状が楕円形で、フィレットFに隣接する部分のリング幅が最も狭くなって、楕円形の短径をなし、しかしてこの短径部から楕円形の長径部へと漸次リング幅が広くなって、その長径部のリング幅が最も広くなるように形成されている。この梁補強リング23は、溶接構造用鋳鋼による鋳造によって、簡単容易に製造できるものである。   (A) of FIG. 7 shows the beam opening part reinforcement structure by other embodiment, (a) is a front view, (b) is the QQ sectional view taken on the line of (a). The ring-shaped main body 4 of the beam reinforcing ring 23 in this beam opening reinforcing structure has an elliptical inner peripheral shape, an outer peripheral shape that is elliptical, and a ring width adjacent to the fillet F that has the smallest ring width. However, the ring width gradually increases from the short diameter portion to the elliptical long diameter portion, and the ring width of the long diameter portion is formed to be the largest. The beam reinforcing ring 23 can be easily and easily manufactured by casting with a cast steel for welded structure.

また、この梁補強リング23のリング状本体4には、図7の(a) から分かるように、非溝部6がフィレットFに隣接する側に位置するように楕円形の短径部に形成され、そして貫通溝5は楕円形の長径部で最も溝幅が広くなり、その両端部の短径部で最も幅狭とるなように形成されている。この梁補強リング23の貫通溝5での溶接方法については、図1や図4に示される梁補強リング3,13の場合と同様である。   Further, as can be understood from FIG. 7A, the ring-shaped main body 4 of the beam reinforcing ring 23 is formed in an elliptical short-diameter portion so that the non-groove portion 6 is located on the side adjacent to the fillet F. The through groove 5 is formed so that the groove width is widest at the elliptical long diameter portion and the width is narrowest at the short diameter portions at both ends. The welding method of the beam reinforcing ring 23 in the through groove 5 is the same as that of the beam reinforcing rings 3 and 13 shown in FIGS.

このような梁補強リング23を使用した梁開口部補強構造によれば、図1の梁開口部補強構造と同様に、ウエブ1aの幅に対して梁開口部2が可なり大きく形成されている場合でも、ウエブ1aに対する梁補強リング3の接触面積を広くとることができて補強強度を十分に高めることかできると共に、貫通溝5を全体として十分幅広くとることができて、溶接がし易くなり、溶接部の強度を十分に確保することができる。   According to the beam opening reinforcing structure using such a beam reinforcing ring 23, the beam opening 2 is formed to be as large as possible with respect to the width of the web 1a, similarly to the beam opening reinforcing structure of FIG. Even in this case, the contact area of the beam reinforcing ring 3 with respect to the web 1a can be widened, the reinforcing strength can be sufficiently increased, and the through groove 5 can be sufficiently wide as a whole, so that welding is facilitated. The strength of the welded portion can be sufficiently secured.

また、この梁開口部補強構造では、リング状本体4の非溝部6をリング幅が狭くなった部分に設けて、この非溝部6がフィレットFに隣接する側に位置するように梁補強リング23をウエブ1aに溶接して固定してなるもので、幅狭部分には貫通溝5が介在しないから、幅狭部分の強度低下を十分に補うことができる。尚、この梁補強リング23の貫通溝5も、図5の(a) ,(b) 及び図6の(a) ,(b) に示すように、内側面部を斜面状又はアール面状に形成することが望ましい。   Moreover, in this beam opening portion reinforcement structure, the non-groove portion 6 of the ring-shaped main body 4 is provided in a portion where the ring width is narrowed, and the beam reinforcement ring 23 is positioned so that the non-groove portion 6 is located on the side adjacent to the fillet F. Is welded to the web 1a and fixed, and the through groove 5 is not interposed in the narrow portion, so that the strength reduction of the narrow portion can be sufficiently compensated. In addition, the through groove 5 of the beam reinforcing ring 23 is also formed in an inclined surface or a rounded surface as shown in FIGS. 5 (a) and 5 (b) and FIG. 6 (a) and (b). It is desirable to do.

図8は梁1に形成された開口部2が四角形の場合の梁開口部補強構造を示したもので、(a) は正面図、(b) は(a) のR−R線断面図である。この梁開口部補強構造に使用される梁補強リング33は、H形鋼からなる梁1のウエブ1aに形成された四角形状開口部12と同じ形状で、その四角形開口部12と同一径の内周を有する鋼板製の四角形リング状本体4からなるもので、この四角形リング状本体4には、(a) に示すように、上下左右の各辺毎に溶接用貫通溝5が直線状に連続して形成されていて、上下横方向の貫通溝5,5と左右縦方向の貫通溝5,5との互いに隣合う端部どうし間に非溝部6が形成され、そしてリング状本体4は、その外周部が梁1のフィレットFに当たらないように、フィレットFに対面する外周部の上下辺部の夫々内側面部が斜面状(又はアール面状)に形成されており、その斜面状部を4sで示している。この斜面状部を4s(又はアール面状部)は外周部の上下辺部だけでなく、左右辺部にも形成することができる。また、各非溝部6はフィレットFに隣接する側に位置している。   8A and 8B show the beam opening reinforcement structure when the opening 2 formed in the beam 1 is a quadrangle. FIG. 8A is a front view, and FIG. 8B is a cross-sectional view taken along the line RR in FIG. is there. The beam reinforcing ring 33 used in the beam opening reinforcing structure has the same shape as the rectangular opening 12 formed in the web 1a of the beam 1 made of H-shaped steel and has the same diameter as the rectangular opening 12. It consists of a rectangular ring-shaped main body 4 made of a steel plate having a circumference. In this rectangular ring-shaped main body 4, as shown in FIG. Non-groove portions 6 are formed between adjacent end portions of the vertical and horizontal through grooves 5 and 5 and the left and right vertical through grooves 5 and 5, The inner side surfaces of the upper and lower sides of the outer peripheral portion facing the fillet F are formed in a slope shape (or a rounded surface shape) so that the outer peripheral portion does not hit the fillet F of the beam 1. 4s. 4s (or rounded surface portion) of the inclined surface portion can be formed not only on the upper and lower sides of the outer peripheral portion but also on the left and right sides. Further, each non-groove portion 6 is located on the side adjacent to the fillet F.

この梁補強リング33の貫通溝5も、図5の(a) ,(b) 及び図6の(a) ,(b) に示すように、内側面部を斜面状又はアール面状に形成することが望ましい。   As shown in FIGS. 5A and 5B and FIGS. 6A and 6B, the through groove 5 of the beam reinforcing ring 33 is also formed with an inclined side surface or a rounded surface. Is desirable.

以上説明した実施形態の梁開口部補強構造は、梁1のウエブ1aに当接させた梁補強リング3,13,23,33を貫通溝5内部のみの溶接によってウエブ1aに固定しているが、この貫通溝5内部のみの溶接では不足する場合には、貫通溝5内部の溶接と共に、リング状本体4の外周縁沿いに隅肉溶接を行うことができる。このようにリング状本体4の外周縁に沿った溶接を付加することによって、梁補強リング3,13,23,33による梁開口部2の補強効果を高めることができる。   In the beam opening reinforcing structure of the embodiment described above, the beam reinforcing rings 3, 13, 23, and 33 brought into contact with the web 1a of the beam 1 are fixed to the web 1a by welding only inside the through groove 5. When the welding only inside the through groove 5 is insufficient, the fillet welding can be performed along the outer peripheral edge of the ring-shaped main body 4 together with the welding inside the through groove 5. By adding welding along the outer peripheral edge of the ring-shaped main body 4 in this way, the reinforcing effect of the beam opening 2 by the beam reinforcing rings 3, 13, 23, 33 can be enhanced.

また、以上の実施形態では、梁補強リング3〜33は、溶接構造用鋳鋼による鋳鋼品からなるものとしたが、このような鋳鋼品に限るものではなく、鋼板によって形成してもよいし、あるいは鍛造によって形成することもできる。但し、溶接構造用鋳鋼による鋳鋼品として製造すれば、材料のロスも少なく、大量生産が可能で、その製造コストを格段に安くできると共に、品質が良好となる。   Moreover, in the above embodiment, the beam reinforcing rings 3 to 33 are made of a cast steel product made of cast steel for welded structure, but are not limited to such a cast steel product, and may be formed of a steel plate, Alternatively, it can be formed by forging. However, if it is manufactured as a cast steel product with welded structural cast steel, there is little material loss, mass production is possible, the manufacturing cost can be significantly reduced, and the quality is improved.

(a) は本発明に係る梁開口部補強構造を示す正面図、(b) は(a) のX−X線断面図である。(a) is a front view which shows the beam opening part reinforcement structure which concerns on this invention, (b) is XX sectional drawing of (a). (a) は梁に形成された開口部を示す正面図、(b) は(a) のY−Y線断面図である。(a) is a front view which shows the opening part formed in the beam, (b) is the YY sectional view taken on the line of (a). (a) は梁補強リングを示す正面図、(b) は(a) のZ−Z線断面図、また(c)は(a) のU−U線拡大断面図である。(a) is a front view showing a beam reinforcing ring, (b) is a sectional view taken along line ZZ of (a), and (c) is an enlarged sectional view taken along line U-U of (a). (a) は本発明に係る他の梁開口部補強構造を示す正面図、(b) は(a) のZ −Z線断面図である。(a) is a front view showing another beam opening reinforcing structure according to the present invention, and (b) is a sectional view taken along line ZZ of (a). (a) 及び(b) は更に他の梁開口部補強構造を示す拡大断面図である。(a) And (b) is an expanded sectional view which shows another beam opening part reinforcement structure. (a) 及び(b) は更に他の梁開口部補強構造を示す拡大断面図である。(a) And (b) is an expanded sectional view which shows another beam opening part reinforcement structure. 更に他の実施形態による梁開口部補強構造を示したもので、(a) は正面図、 (b)は(a) のQ−Q線断面図である。The beam opening part reinforcement structure by other embodiment is shown, (a) is a front view, (b) is the QQ sectional view taken on the line of (a). (a) は梁の開口部が四角形の場合の梁開口部補強構造を示す正面図、(b) は (a)のR−R線断面図である。(a) is a front view showing a beam opening reinforcement structure when the beam opening is a quadrangle, and (b) is a cross-sectional view taken along line RR of (a). (a) は従来の梁開口部補強構造を示す正面図、(b) は(a) のイ−イ線断面図である。(a) is a front view showing a conventional beam opening reinforcement structure, and (b) is a cross-sectional view taken along the line II in (a). (a) は他の従来の梁開口部補強構造を示す正面図、(b) は(a) のロ−ロ線断面図である。(a) is a front view showing another conventional beam opening reinforcement structure, and (b) is a cross-sectional view of the roll line of (a).

符号の説明Explanation of symbols

1 梁
1a 梁のウエブ
1b 梁のフランジ
F 梁のフィレット
2 梁の開口部
3 梁補強リング
4 リング状本体
5 貫通溝
6 非溝部
Wb 溶接ビード
13 梁補強リング
23 梁補強リング
33 梁補強リング
DESCRIPTION OF SYMBOLS 1 Beam 1a Beam web 1b Beam flange F Beam fillet 2 Beam opening 3 Beam reinforcement ring 4 Ring-shaped main body 5 Through groove 6 Non-groove Wb Weld bead 13 Beam reinforcement ring 23 Beam reinforcement ring 33 Beam reinforcement ring

Claims (7)

H形鋼又はI形鋼からなる梁のウエブに設けられた開口部と実質的に同一形状、同一径の内周を有するリング状本体に溶接用の貫通溝が少なくとも1箇所の非溝部を残して周方向に連続的に形成されてなる梁補強リングを、リング状本体の内周縁と梁開口部の内周縁とが実質的に合致するようにウエブの片面又は両面に当接させて、この梁補強リングを貫通溝のところからウエブに溶接して固定してなる梁開口部補強構造であって、梁補強リングのリング状本体は、その外周部が梁のウエブとフランジとの間のフィレットに当たらないように、フィレットに隣接する部分のリング幅を他の部分より狭くしてなる梁開口部補強構造。   A ring-shaped body having an inner circumference with substantially the same shape and diameter as the opening provided on the web of the beam made of H-shaped steel or I-shaped steel leaves at least one non-grooved groove for welding. The beam reinforcing ring formed continuously in the circumferential direction is brought into contact with one or both sides of the web so that the inner peripheral edge of the ring-shaped body and the inner peripheral edge of the beam opening substantially coincide with each other. A beam opening reinforcement structure in which a beam reinforcement ring is welded and fixed to a web from a through groove, and the ring-shaped main body of the beam reinforcement ring has a fillet between the web of the beam and the flange. A beam opening reinforcement structure in which the ring width of the part adjacent to the fillet is narrower than other parts so that it does not hit. H形鋼又はI形鋼からなる梁のウエブに設けられた開口部と実質的に同一形状、同一径の内周を有するリング状本体に溶接用の貫通溝が少なくとも1箇所の非溝部を残して周方向に連続的に形成されてなる梁補強リングを、リング状本体の内周縁と梁開口部の内周縁とが実質的に合致するようにウエブの片面又は両面に当接させて、この梁補強リングを貫通溝のところからウエブに溶接して固定してなる梁開口部補強構造であって、梁補強リングのリング状本体は、その外周部が梁のウエブとフランジとの間のフィレットに当たらないように、少なくともフィレットに対面する外周部の内側面部が斜面状又はアール面状に形成されてなる梁開口部補強構造。   A ring-shaped body having an inner circumference with substantially the same shape and diameter as the opening provided on the web of the beam made of H-shaped steel or I-shaped steel leaves at least one non-grooved groove for welding. The beam reinforcing ring formed continuously in the circumferential direction is brought into contact with one or both sides of the web so that the inner peripheral edge of the ring-shaped body and the inner peripheral edge of the beam opening substantially coincide with each other. A beam opening reinforcement structure in which a beam reinforcement ring is welded and fixed to a web from a through groove, and the ring-shaped main body of the beam reinforcement ring has a fillet between the web of the beam and the flange. A beam opening reinforcing structure in which at least the inner side surface portion of the outer peripheral portion facing the fillet is formed in a slope shape or a rounded surface shape so as not to hit. 梁補強リングは、リング本体のリング幅が狭くなった部位に非溝部が設けられている請求項1に記載の梁開口部補強構造。   The beam opening reinforcing structure according to claim 1, wherein the beam reinforcing ring is provided with a non-groove portion in a portion where the ring width of the ring main body is narrowed. 梁補強リングは、リング本体外周部の内側面部が斜面状又はアール面状に形成されている部位に非溝部が設けられている請求項2に記載の梁開口部補強構造。   3. The beam opening reinforcing structure according to claim 2, wherein the beam reinforcing ring is provided with a non-groove portion at a portion where the inner side surface of the outer peripheral portion of the ring main body is formed in a slope shape or a rounded shape. 梁補強リングは、溶接構造用鋳鋼品からなるか、鋼板で形成されるか、又は鍛造によって形成される請求項1〜4の何れかに記載の梁開口部補強構造。   The beam opening reinforcing structure according to any one of claims 1 to 4, wherein the beam reinforcing ring is made of a cast steel product for welded structure, is formed of a steel plate, or is formed by forging. 梁補強リングのリング状本体に形成される貫通溝は、その内側面部が斜面状又はアール面状に形成されている請求項1〜5の何れかに記載の梁開口部補強構造。   The beam opening portion reinforcing structure according to any one of claims 1 to 5, wherein an inner side surface portion of the through groove formed in the ring-shaped main body of the beam reinforcing ring is formed in a slope shape or a rounded surface shape. 梁補強リングのリング状本体に形成される非溝部は、ウエブに当接される側と反対側の面が周方向中間部からその両端にかけて夫々下り傾斜状となるような断面山形に形成されている請求項1〜6の何れかに記載の梁開口部補強構造。
The non-grooved portion formed in the ring-shaped main body of the beam reinforcing ring is formed in a cross-sectional mountain shape such that the surface opposite to the side abutting on the web is inclined downward from the circumferential intermediate portion to both ends thereof. The beam opening reinforcement structure according to any one of claims 1 to 6.
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US8664671B2 (en) 2011-06-27 2014-03-04 Panasonic Corporation Display device and fabrication method for display device

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JP4800335B2 (en) * 2008-02-12 2011-10-26 積水ハウス株式会社 Beam hole reinforcement member and perforated beam reinforcement structure
JP5383166B2 (en) * 2008-12-01 2014-01-08 株式会社竹中工務店 Corrugated steel earthquake resistant wall, corrugated steel earthquake resistant wall design method, and building
JP2014020162A (en) * 2012-07-20 2014-02-03 Hitachi Metals Techno Ltd Beam reinforcing metallic material and beam reinforcing structure
JP6302583B1 (en) * 2017-02-16 2018-03-28 日本ファブテック株式会社 Beam through hole reinforcement ring
KR102282913B1 (en) * 2019-08-01 2021-07-27 주식회사 포스코 Ring reinforcing beam

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