JP2006214184A - Beam opening reinforcement structure - Google Patents

Beam opening reinforcement structure Download PDF

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JP2006214184A
JP2006214184A JP2005028472A JP2005028472A JP2006214184A JP 2006214184 A JP2006214184 A JP 2006214184A JP 2005028472 A JP2005028472 A JP 2005028472A JP 2005028472 A JP2005028472 A JP 2005028472A JP 2006214184 A JP2006214184 A JP 2006214184A
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opening
ring
groove
reinforcing
welding
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JP4347817B2 (en
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Toshiya Oniki
俊也 鬼木
Takamasa Warisawa
隆昌 割澤
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Sumitomo Metal Steel Products Inc
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Sumitomo Metal Steel Products Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a beam opening reinforcement structure, in which weld work can be simply and easily carried out, and construction cost can be restricted. <P>SOLUTION: To a circular main body 4 of a steel plate having the same form and the same diameter of an inner circumference with an opening 2 of a beam 1, a beam reinforcement ring 3 having a through groove 5 for welding formed continuously along the circumference, except for at least one non-groove part 6, is abutted on one surface side or both surface sides of the beam 1 in such a way that an inner circumferential edge 4a of the circular main body 4 is corresponded to an inner circumferential edge 2a of the opening 2. The beam reinforcement ring 3 is fixedly welded with the beam 1 from the through groove 5. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

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形鋼やI形鋼等が使用されている。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6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や、図7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6の(a) ,(b) 及び図7(a) ,(b) において、Wは溶接部を示す。
H-beams, I-beams, etc. 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 a conventional beam opening reinforcing means, as shown in FIGS. 6A and 6B, 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 sides of the web 1a and the outer peripheral surface of the sleeve 21 by fillet welding, or (a) of FIG.
, (B), the plate 31 formed in a ring shape 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 this ring shape, respectively. There is a way to reinforce it. In FIGS. 6 (a) and 6 (b) and FIGS. 7 (a) and 7 (b), W represents a welded portion.

図6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6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. 6, when the sleeve 21 is inserted and reinforced in the opening 2 of the web 1a, the inner diameter of the sleeve 21 becomes the 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. 6 (b), 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7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. 7, 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. Since the welding length is long, it takes time for welding work, and when welding the outer peripheral edge, the upper and lower sides of the sleeve 21 easily interfere with the flange 1b of the beam 1, making welding very difficult. In some cases, welding is not possible.

本発明は、上記の課題に鑑み、梁の開口部を不必要に大きく形成する必要がなく、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るようにした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-described problems, the present invention eliminates the need to form an unnecessarily large beam opening, makes welding work easy and easy, improves productivity, and keeps construction costs low. It is another object of the present invention to provide a beam opening reinforcing structure.

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に係る発明の梁開口部補強構造は、梁1の開口部2と実質的に同一形状、同一径の内周を有する鋼板製のリング状本体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を、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梁1の片面側又は両面側に当接させて、この梁補強リング3を貫通溝5のところから梁1に溶接して固定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 beam opening reinforcing structure of the invention according to claim 1 has substantially the same shape as the opening 2 of the beam 1. A beam reinforcing ring 3 in which a through-hole 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 made of a steel plate having an inner circumference of the same diameter, The beam reinforcing ring 3 is placed from the through groove 5 by abutting against one or both sides of the beam 1 so that the inner peripheral edge 4a of the main body 4 and the inner peripheral edge 2a of the opening 2 substantially coincide with each other. It is characterized by being welded and fixed to the beam 1.

ここで、「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、両者がほぼ合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。   Here, “the inner circumference 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 circumference of the ring-shaped main body 4 is the shape of the beam opening 2 and its diameter. It means that each of them is not completely identical and may be slightly different. 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 match completely, 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.

請求項2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は、その貫通溝5が溶接ビードWbで埋まるように梁1に溶接されて固定されてなることを特徴とする。   A second aspect of the present invention is the beam opening reinforcing structure according to the first aspect, wherein the beam reinforcing ring 3 is welded and fixed to the beam 1 so that the through groove 5 is filled with the weld bead Wb. To do.

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は、その貫通溝5の内周縁沿いに隅肉溶接等の溶接されて梁に固定されてなることを特徴とする。   A third aspect of the present invention is the beam opening reinforcing structure according to the first aspect, wherein the beam reinforcing ring 3 is welded by fillet welding or the like along the inner peripheral edge of the through groove 5 and fixed to the beam. And

請求項4は、請求項1〜3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は、貫通溝5のところから梁1に溶接されると共に、リング状本体4の外周縁沿いに隅肉溶接等の溶接されて梁1に固定されてなることを特徴とする。   Claim 4 is the beam opening portion reinforcing structure according to any one of claims 1 to 3, wherein the beam reinforcing ring 3 is welded to the beam 1 from the through groove 5 and the outer peripheral edge of the ring-shaped main body 4 It is welded by fillet welding along the side and fixed to the beam 1.

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に係る発明の梁開口部補強構造によれば、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鋼板製のリング状本体4に、溶接用貫通溝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た梁補強リング3,13を、リング状本体4の内周縁4aと開口部2,12の内周縁2aとが合致するように梁1の片面側又は両面側に当接させて、この梁補強リング3,13を貫通溝5のところから梁1に溶接してなるものであって、貫通溝5に沿って溶接を行えばよいから、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2,12の周辺部を完全に溶接できて、梁補強リング3,13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、溶接作業が容易に行え、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 effect of the invention by the above solution will be described with reference numerals of the embodiments described later. According to the beam opening reinforcing structure of the invention according to claim 1, substantially the same as the openings 2 and 12 of the beam 1. In the ring-shaped main body 4 made of a steel plate having the same shape and the same inner diameter, a beam reinforcing ring 3 in which a welding through groove 5 is continuously formed in the circumferential direction leaving at least one non-groove portion 6. 13 is brought into contact with one side or both sides of the beam 1 so that the inner peripheral edge 4a of the ring-shaped main body 4 and the inner peripheral edge 2a of the openings 2 and 12 match, and the beam reinforcing rings 3 and 13 are penetrated. When welding the vicinity of the flange 1b of the beam 1 made of H-shaped steel or I-shaped steel, the welding is performed along the through-groove 5 because the welding is performed from the groove 5 to the beam 1. There is no interference with the flange 1b, and the peripheral portions of the openings 2 and 12 are completely melted. Thus, a sufficient reinforcing effect can be obtained by the beam reinforcing rings 3 and 13, thereby enabling the welding operation while exhibiting the same or higher performance as the beam opening reinforcing structure by the conventional ring-shaped plate. Can be easily performed, and automatic welding by a robot can be easily applied to improve the efficiency of welding work.

請求項2に係る発明によれば、梁補強リング3,13を、その貫通溝5が溶接ビードWbで埋まるように梁1に溶接した場合は、梁補強リング3,13の貫通溝5が完全になくなって、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一様断面となるため、結果的に梁補強リング3,13の補強断面効率が向上し、梁開口部2,12の補強効果を向上させることができる。   According to the invention of claim 2, when the beam reinforcing rings 3 and 13 are welded to the beam 1 such that the through grooves 5 are filled with the weld beads Wb, the through grooves 5 of the beam reinforcing rings 3 and 13 are completely formed. Since the weld bead Wb and the ring-shaped main body 4 are continuously raised or have a uniform cross section, the reinforcing cross section efficiency of the beam reinforcing rings 3 and 13 is improved, and the beam openings 2 and 12 are reinforced. The effect can be improved.

請求項3に係る発明によれば、梁補強リング3,13の貫通溝5の内周縁沿いに溶接することによって、溶接を効率良く行うことができながら、補強効果も十分に得ることができる。   According to the invention which concerns on Claim 3, by welding along the inner periphery of the penetration groove | channel 5 of the beam reinforcement rings 3 and 13, welding can be performed efficiently, but the reinforcement effect can fully be acquired.

請求項4に係る発明によれば、梁補強リング3,13を、貫通溝5のところから梁1に溶接すると共に、リング状本体4の外周縁沿いに隅肉溶接して、梁1に固定することによって、梁補強リング3,13による梁開口部2の補強効果を一層高めることができる。   According to the invention of claim 4, the beam reinforcing rings 3 and 13 are welded to the beam 1 from the through groove 5, and fillet welded along the outer peripheral edge of the ring-shaped main body 4 to be fixed to the beam 1. By doing so, the reinforcement effect of the beam opening part 2 by the beam reinforcement rings 3 and 13 can be heightened further.

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Z−Z線断面図である。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、この梁1のウエブ1aに図2の(a) ,(b) に示すように円形状の開口部2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 ZZ sectional view taken on the line of (a). In these drawings, reference numeral 1 denotes an H-shaped steel as a steel beam, which is composed of a web 1a and upper and lower flanges 1b and 1b. The web 1a of the beam 1 has a circular shape as shown in FIGS. 2 (a) and 2 (b). A shaped opening 2 is formed. 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、その開口部2と同じ径の内周を有する鋼板製のリング状本体4からなるもので、このリング状本体4には、溶接用の貫通溝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。   The beam reinforcing ring 3 is composed of a ring-shaped main body 4 made of a steel plate having the same circular shape as the circular opening 2 formed in the web 1a of the beam 1 and having the same inner diameter as the opening 2. In this ring-shaped main body 4, through grooves 5 for welding are continuously formed in the circumferential direction, leaving two non-groove portions 6 and 6 at both ends in the diameter direction.

H形鋼からなる梁1として、例えば、200mm(高さ)×100mm(幅)×5.5mm(ウエブ1aの厚さt1)×8mm(フランジ1bの厚さ)のH形鋼を使用し、そしてウエブ1aに形成された開口部2の内径Dが125mmである場合に、この開口部2を補強する梁補強リング3の寸法を参考までに例示すれば、リング状本体4の内径D1は梁開口部2の内径Dと同じ125mm、外径D2は161mm、板厚t4は9mm又は12mmであり、また貫通溝5の溝幅w5は8mmである。   As the beam 1 made of H-shaped steel, for example, an H-shaped steel of 200 mm (height) × 100 mm (width) × 5.5 mm (thickness t1 of the web 1a) × 8 mm (thickness of the flange 1b) is used. When the inner diameter D of the opening 2 formed in the web 1a is 125 mm, for example, if the dimensions of the beam reinforcing ring 3 that reinforces the opening 2 are shown for reference, the inner diameter D1 of the ring-shaped body 4 is equal to the beam 125 mm which is the same as the inner diameter D of the opening 2, 161 mm is the outer diameter D2, 9 mm or 12 mm, and the groove width w5 of the through groove 5 is 8 mm.

しかして、この梁補強リング3を製作するには、板厚t4が9mm又は12mmの鋼板から、内径D1が125mm、外径D2が161mmのリング状本体4を形成すると共に、リング状本体4には溝幅w5が8mmの貫通溝5,5を、直径方向両端部の非溝部6,6を残して周方向に連続的に形成すればよい。この場合、リング状本体4及び貫通溝5の形成は、レーザー加工、ガス切断加工あるいはプラズマ切断加工によって行うことができる。その切断面は何れも垂直断面となる。   In order to manufacture the beam reinforcing ring 3, the ring-shaped main body 4 having an inner diameter D1 of 125 mm and an outer diameter D2 of 161 mm is formed from a steel plate having a thickness t4 of 9 mm or 12 mm. The through-grooves 5 and 5 having a groove width w5 of 8 mm may be formed continuously in the circumferential direction leaving the non-groove parts 6 and 6 at both ends in the diameter direction. In this case, the ring-shaped main body 4 and the through groove 5 can be formed by laser processing, gas cutting processing, or plasma cutting processing. Each of the cut surfaces has a vertical cross section.

また梁1として、例えば、250mm(高さ)×125mm(幅)×6.0mm(ウエブ1aの厚さt1)×9mm(フランジ1bの厚さ)のH形鋼を使用し、ウエブ1aに形成された開口部2の内径Dが150mmである場合の梁補強リング3の寸法を参考までに例示すれば、リング状本体4の内径D1(=D)は150mm、外径D2は208mm、板厚t4は12mm又は16mmであり、また貫通溝5の溝幅w5は12mmである。   Further, as the beam 1, for example, an H-shaped steel of 250 mm (height) × 125 mm (width) × 6.0 mm (thickness t1 of the web 1a) × 9 mm (thickness of the flange 1b) is used to form the web 1a. For example, when the dimension of the beam reinforcing ring 3 when the inner diameter D of the opening 2 is 150 mm is shown for reference, the inner diameter D1 (= D) of the ring-shaped body 4 is 150 mm, the outer diameter D2 is 208 mm, and the plate thickness t4 is 12 mm or 16 mm, and the groove width w5 of the through groove 5 is 12 mm.

尚、本発明に係る梁開口部補強構造に使用する梁補強リング3のリング状本体4の好ましい厚さt4は、H形鋼(又はI形鋼)からなる梁1のウエブ1aの厚さt1の1.5〜3.5倍であり、また貫通溝5の好ましい溝幅w5は、リング状本体4の厚さt4の1〜3倍である。   The preferable thickness t4 of the ring-shaped main body 4 of the beam reinforcing ring 3 used in the beam opening reinforcing structure according to the present invention is the thickness t1 of the web 1a of the beam 1 made of H-shaped steel (or I-shaped steel). And a preferable groove width w5 of the through groove 5 is 1 to 3 times the thickness t4 of the ring-shaped main body 4.

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て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で完全に埋まるようにする。   In this case, welding is performed, for example, by semi-automatic or automatic welding, by moving from one end of the through groove 5 to the left-right direction intersecting the longitudinal direction of the groove, that is, while weaving, the wall is made along the through groove 5 to the other end. As shown in FIG. 1B, the through-groove 5 is completely filled with the weld bead Wb.

このように貫通溝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が完全になくなって、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 is filled with the weld bead Wb in this way, the through groove 5 of the beam reinforcing ring 3 is completely eliminated, and the weld bead Wb and the ring Since the main body 4 is continuously raised or has a 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7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また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。   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 as a beam opening reinforcement structure with a plate, but is very easy to weld and can be easily applied with automatic welding by a robot. Work efficiency can be improved significantly.

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に比べて、梁補強リング3を薄くすることができ、それによって補強リング3と梁1との溶接が少なくて済む。   As in the beam opening reinforcement structure of the embodiment shown in FIG. 1, when the beam reinforcement ring 3 is welded while being brought into contact with both sides of the beam 1, compared to the case of welding only on one side of the beam 1. The beam reinforcing ring 3 can be made thin, so that the welding between the reinforcing ring 3 and the beam 1 can be reduced.

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の製作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 point of accuracy, quality, etc. of the beam reinforcing ring 3, deformation such as torsion or the like is difficult to occur at the time of manufacturing 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、これに使用される梁補強リング13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が形成されている。   FIG. 4 shows a beam opening reinforcing structure when the opening 2 formed in the beam 1 is a quadrangle. The beam reinforcing ring 13 used for this is formed on the web 1a of the beam 1 made of H-shaped steel. The rectangular ring-shaped body 4 is formed of a steel plate-shaped rectangular ring body 4 having the same shape as the formed rectangular opening 12 and having the same inner diameter as the rectangular opening 12. ), The through-grooves 5 for welding are formed in a straight line for each side of the upper, lower, left, and right sides. A non-groove portion 6 is formed between the adjacent end portions.

このような四角形の梁補強リング13によって梁1のウエブ1aの開口部2を補強するときは、図4の(a) ,(b) に示すように、梁補強リング13を、そのリング状本体4の内周縁4aとウエブ1aの開口部12の内周縁2aとが合致するように、ウエブ1aの片面側(又は図4(b) の仮想線で示すように両面側)に当接させて、この梁補強リング13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13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。   When the opening 2 of the web 1a of the beam 1 is reinforced by such a square beam reinforcing ring 13, as shown in FIGS. 4 (a) and 4 (b), the beam reinforcing ring 13 is connected to the ring-shaped main body. 4 is brought into contact with one side of the web 1a (or both sides as indicated by the phantom line in FIG. 4B) so that the inner peripheral edge 4a of the web 4 and the inner peripheral edge 2a of the opening 12 of the web 1a match. The beam reinforcing ring 13 is welded to the web 1a from the through groove 5 to fix the beam reinforcing ring 13 to the web 1a, thereby forming a beam opening reinforcing structure as shown.

この梁補強リング3の貫通溝5での溶接方法については、図1によって説明した先の実施形態と同様であるので、その説明を省略する。   The welding method in the through groove 5 of the beam reinforcing ring 3 is the same as that in the previous embodiment described with reference to FIG.

図5は本発明に係る梁開口部補強構造の更に他の実施形態を示したもので、例えば大型のH形鋼からなる梁1の円形状開口部2(又は四角形状開口部12)を補強する梁補強リング3(又は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1及び図4で説明した先の実施形態のように貫通溝5を溶接ビードWbで埋めることなく、この図5に示すように梁補強リング3(又は13)の貫通溝5の内周縁沿いに隅肉溶接することによって、溶接を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。   FIG. 5 shows still another embodiment of the beam opening reinforcing structure according to the present invention. For example, the circular opening 2 (or the rectangular opening 12) of the beam 1 made of large H-shaped steel is reinforced. When the groove width of the through groove 5 of the beam reinforcing ring 3 (or 13) to be formed is wide and the groove depth is deep, the through hole is penetrated as in the previous embodiment described with reference to FIGS. By filling the fillet along the inner peripheral edge of the through groove 5 of the beam reinforcing ring 3 (or 13) as shown in FIG. 5 without filling the groove 5 with the weld bead Wb, welding can be performed efficiently. However, a sufficient reinforcing effect can be secured.

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又は13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又は13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 ring 3 or 13 brought into contact with the web 1 a of the beam 1 is fixed to the web 1 a by welding only inside the through groove 5. When welding only inside 5 is insufficient, fillet welding can be performed along the outer peripheral edge of the ring-shaped body 4 together with welding inside the through groove 5. By adding welding along the outer peripheral edge of the ring-shaped main body 4 in this manner, the reinforcing effect of the beam opening 2 by the beam reinforcing ring 3 or 13 can be enhanced.

(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線断面図である。(a) is a front view showing a beam reinforcing ring, and (b) is a sectional view taken along line ZZ of (a). 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V−V線断面図である。The front view which shows the beam opening part reinforcement structure in case the opening part of a beam is a rectangle, (b) is the VV sectional view taken on the line (a). 本発明に係る梁開口部補強構造の更に他の実施形態を示す断面図である。It is sectional drawing which shows other embodiment of the beam opening part reinforcement structure which concerns on this invention. (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
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
DESCRIPTION OF SYMBOLS 1 Beam 2 Beam opening 3 Beam reinforcement ring 4 Ring-shaped main body 5 Through groove 6 Non-groove Wb Weld bead

Claims (4)

梁の開口部と実質的に同一形状、同一径の内周を有する鋼板製の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梁の片面側又は両面側に当接させて、この梁補強リングを貫通溝のところから梁に溶接して固定してなる梁開口部補強構造。   A welding-use through groove is continuously formed in a circumferential direction in a ring-shaped main body made of a steel plate having substantially the same shape and the same inner diameter as the opening of the beam, leaving at least one non-groove portion. The beam reinforcing ring is brought into contact with one or both sides of the beam 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, and the beam reinforcing ring is removed from the through groove. Beam opening reinforcement structure that is welded and fixed to the beam. 梁補強リングは、その貫通溝が溶接ビードで埋まるように梁に溶接されて固定されてなる請求項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 fixed by being welded to the beam so that the through groove is filled with a weld bead. 梁補強リングは、その貫通溝の内周縁沿いに溶接されて梁に固定されてなる請求項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 welded along the inner peripheral edge of the through groove and fixed to the beam. 梁補強リングは、貫通溝のところから梁に溶接されると共に、リング状本体の外周縁沿いに溶接されて梁に固定されてなる請求項1〜3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 3, wherein the beam reinforcing ring is welded to the beam from the through groove and is welded along the outer peripheral edge of the ring-shaped main body and fixed to the beam. .
JP2005028472A 2005-02-04 2005-02-04 Beam opening reinforcement structure Active JP4347817B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014051781A (en) * 2012-09-05 2014-03-20 Jfe West Japan Gs Co Ltd Reinforcement structure for metallic pipe column with opening
JP2015004254A (en) * 2013-06-24 2015-01-08 株式会社ショーワ Structural material and manufacturing method of this structural material
JP2016014233A (en) * 2014-07-01 2016-01-28 日立機材株式会社 Beam reinforcement metal fitting and beam reinforcement structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014051781A (en) * 2012-09-05 2014-03-20 Jfe West Japan Gs Co Ltd Reinforcement structure for metallic pipe column with opening
JP2015004254A (en) * 2013-06-24 2015-01-08 株式会社ショーワ Structural material and manufacturing method of this structural material
JP2016014233A (en) * 2014-07-01 2016-01-28 日立機材株式会社 Beam reinforcement metal fitting and beam reinforcement structure

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