JP7272823B2 - Beam reinforcement structure and beam reinforcement method - Google Patents

Beam reinforcement structure and beam reinforcement method Download PDF

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JP7272823B2
JP7272823B2 JP2019038477A JP2019038477A JP7272823B2 JP 7272823 B2 JP7272823 B2 JP 7272823B2 JP 2019038477 A JP2019038477 A JP 2019038477A JP 2019038477 A JP2019038477 A JP 2019038477A JP 7272823 B2 JP7272823 B2 JP 7272823B2
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beam reinforcing
reinforcing metal
web
metal fitting
hole
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JP2020143432A (en
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久智 望月
拓 冨田
郁実 林
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Senqcia Corp
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Senqcia Corp
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Description

本発明は、建築構造物を構成し、貫通孔を有する梁を補強するための梁補強構造及び梁補強方法に関するものである。 TECHNICAL FIELD The present invention relates to a beam reinforcing structure and a beam reinforcing method for reinforcing a beam having through-holes in a building structure.

従来、建築構造物の梁には配管や配線を通すために貫通孔が形成されることがある。この場合、貫通孔により、梁の曲げ耐力が低下する。この梁の曲げ耐力低下を防ぐため梁に梁補強金具を接合し、梁の補強を行っている。 Conventionally, through-holes are sometimes formed in beams of building structures for the passage of pipes and wiring. In this case, the through holes reduce the bending resistance of the beam. In order to prevent this deterioration of the bending strength of the beams, beam reinforcing metal fittings are attached to the beams to reinforce the beams.

このような梁補強金具としては、例えば、リング状の部材であって、梁に形成された貫通孔に接合する梁補強金具がある(例えば特許文献1)。 As such a beam reinforcing metal fitting, for example, there is a beam reinforcing metal fitting which is a ring-shaped member and is joined to a through hole formed in a beam (for example, Patent Document 1).

特開2009-167615号公報JP 2009-167615 A

一般的な梁補強金具は、リング状であり、貫通孔より外径が大きい部分と貫通孔より外径が小さく貫通孔に挿入される部分とを有する。そのため、梁補強金具を梁に接合する際に、梁補強金具を貫通孔に挿入する作業と、梁補強金具を梁に溶接する作業とを、貫通孔が形成された部材の表裏の異なる面の側から行うことがある。 A general beam reinforcing metal fitting is ring-shaped and has a portion having an outer diameter larger than that of the through hole and a portion having an outer diameter smaller than that of the through hole and inserted into the through hole. Therefore, when joining the beam reinforcing metal fittings to the beam, the work of inserting the beam reinforcing metal fittings into the through-holes and the work of welding the beam reinforcing metal fittings to the beams are performed on different surfaces of the member with the through-holes. You can do it from the side.

例えば、貫通孔が梁のウェブに形成されている場合、ウェブの一方の面が上になるように梁を仮置きして梁補強金具を貫通孔に上から挿入した後、ウェブの他方の面が上になるように梁を反転させて梁補強金具をウェブの他方の面に溶接することがある。このように接合作業の途中で梁を反転させる必要があると作業性が悪い。 For example, if a through hole is formed in the web of a beam, temporarily place the beam so that one side of the web faces up, insert the beam reinforcing bracket into the through hole from above, and then insert the other side of the web. The beam is sometimes flipped over so that the side is up and the beam stiffener is welded to the other side of the web. If it is necessary to turn over the beams in the middle of the joining work in this way, workability is poor.

本発明は、このような問題に鑑みてなされたもので、梁に固定する際の作業性が良好な梁補強構造及び梁補強方法を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a beam reinforcing structure and a beam reinforcing method that are easy to work when fixing to a beam.

前述した目的を達成するため、第1の発明は、梁補強金具を用いた梁補強構造であって、ウェブに貫通孔が形成された梁と、前記貫通孔の周囲または縁部に複数に分割された梁補強金具が固定され、前記梁補強金具同士が周方向に接合され、前記梁補強金具の外周面に溝が形成され、前記溝へ前記ウェブの縁部が挿入されて、前記梁補強金具が前記ウェブの縁部を挟み込むように配置されていることを特徴とする梁補強構造である。
第2の発明は、梁補強金具を用いた梁補強構造であって、ウェブに貫通孔が形成された梁と、前記貫通孔に挿入される本体部及び前記貫通孔の縁部に接触するフランジ部を有する梁補強金具と、を具備し、前記貫通孔の周囲または縁部に2つ以上に分割された円弧状の梁補強金具が固定され、前記梁補強金具同士が周方向に接合されていることを特徴とする梁補強構造である。
In order to achieve the above object, the first invention is a beam reinforcing structure using a beam reinforcing metal fitting, comprising a beam having a web formed with a through hole and a plurality of divided beams around or at the edge of the through hole. The beam reinforcing metal fittings are fixed, the beam reinforcing metal fittings are joined together in the circumferential direction, a groove is formed in the outer peripheral surface of the beam reinforcing metal fitting, the edge of the web is inserted into the groove, and the beam reinforcing metal fitting is inserted into the groove. The beam reinforcing structure is characterized in that metal fittings are arranged so as to sandwich the edge of the web .
A second invention is a beam reinforcing structure using a beam reinforcing metal fitting, comprising a beam having a web formed with a through hole, a body portion inserted into the through hole, and a flange contacting the edge of the through hole. A beam reinforcing metal fitting having a portion, wherein an arc-shaped beam reinforcing metal fitting divided into two or more is fixed around or at the edge of the through hole, and the beam reinforcing metal fittings are joined together in the circumferential direction. It is a beam reinforcement structure characterized by

第1の発明では、前記溝は、部位によって溝深さが異なってもよい。 In the first invention, the groove may have a different groove depth depending on the part.

第1、第2の発明によれば、梁補強金具が複数に分割されているので、ウェブのいずれの面の側からでも貫通孔に梁補強金具を配置することができる。そのため、梁補強金具をウェブに固定する際の作業面が上になるように梁を仮置きした状態で梁補強金具を貫通孔に配置することができ、途中で梁を反転させる必要がない。また、梁補強金具同士が周方向に接合されるので、リング状の梁補強金具を用いた場合と同等の補強効果が得られる。 According to the first and second inventions, since the beam reinforcing metal fitting is divided into a plurality of parts, the beam reinforcing metal fitting can be arranged in the through hole from either side of the web. Therefore, the beam reinforcing metal fitting can be arranged in the through-hole in a state that the beam is temporarily placed so that the work surface for fixing the beam reinforcing metal fitting to the web faces up, and the beam need not be reversed in the middle. In addition, since the beam reinforcing metal fittings are joined together in the circumferential direction, a reinforcing effect equivalent to that obtained when ring-shaped beam reinforcing metal fittings are used can be obtained.

第1の発明では、梁補強金具がウェブの縁部を挟み込むように配置されることにより、貫通孔の縁にバリや角落ちがある場合に、梁補強金具でこれらを隠すことができる。
特に、部位によって溝深さが異なれば、梁補強金具をウェブの厚さが異なる梁の補強構造に適用でき、汎用性が高まる。
In the first invention , the beam reinforcing metal fittings are arranged so as to sandwich the edge of the web, so that if there are burrs or corner dropouts on the edges of the through holes, they can be hidden by the beam reinforcing metal fittings.
In particular, if the groove depth is different depending on the part, the beam reinforcing metal fitting can be applied to a beam reinforcing structure with different web thicknesses, increasing versatility.

の発明は、第1または第2の発明の梁補強金具を用いた梁補強方法であって、複数の前記梁補強金具を、梁のウェブに形成された貫通孔の周囲または縁部にそれぞれ固定するとともに、前記梁補強金具同士を周方向に接合することを特徴とする梁補強方法である。 A third invention is a beam reinforcing method using the beam reinforcing metal fittings of the first or second invention, wherein a plurality of the beam reinforcing metal fittings are attached around or at the edges of through holes formed in the web of the beam. The beam reinforcing method is characterized in that the beam reinforcing metal fittings are fixed to each other and joined together in the circumferential direction.

の発明によれば、ウェブのいずれの面の側からでも貫通孔に梁補強金具を挿入することができる。また、梁補強金具同士を周方向に接合することで、リング状の梁補強金具を用いた場合と同等の補強効果が得られる。 According to the third invention, the beam reinforcing metal fitting can be inserted into the through-hole from either side of the web. In addition, by joining the beam reinforcing metal fittings together in the circumferential direction, a reinforcing effect equivalent to that obtained by using ring-shaped beam reinforcing metal fittings can be obtained.

本発明によれば、梁に固定する際の作業性が良好な梁補強金具及び梁の補強方法を提供することができる。 ADVANTAGE OF THE INVENTION According to this invention, the beam reinforcement metal fitting and the reinforcement method of a beam with the favorable workability|operativity at the time of fixing to a beam can be provided.

梁補強金具1を示す斜視図。The perspective view which shows the beam reinforcement metal fitting 1. FIG. 梁補強構造10を示す斜視図であり、(a)は背面15b側を示す図、(b)は正面15a側を示す図。It is a perspective view which shows the beam reinforcement structure 10, (a) is a figure which shows the back 15b side, (b) is a figure which shows the front 15a side. (a)は梁補強構造10を示す正面図、(b)は(a)のA-A線断面図。(a) is a front view showing the beam reinforcing structure 10, and (b) is a sectional view taken along line AA of (a). 梁補強金具1aを用いた梁補強構造を示す断面図。Sectional drawing which shows the beam reinforcement structure using the beam reinforcement metal fitting 1a. 梁補強金具1bを用いた梁補強構造を示す断面図。Sectional drawing which shows the beam reinforcement structure using the beam reinforcement metal fitting 1b. 溝部が設けられない梁補強金具を用いた梁補強構造を示す断面図。Sectional drawing which shows the beam reinforcement structure using the beam reinforcement metal fitting in which a groove part is not provided.

(第1の実施形態)
以下、本発明の実施の形態について説明する。図1は、第1の実施形態にかかる梁補強金具1を示す斜視図である。梁補強金具1は、ウェブに貫通孔が形成された梁を補強するための部材である。
(First embodiment)
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below. FIG. 1 is a perspective view showing a beam reinforcing metal fitting 1 according to the first embodiment. A beam reinforcing metal fitting 1 is a member for reinforcing a beam having through holes formed in a web.

梁補強金具1は、リングを複数に分割した円弧状の部材である。図1では、リングを3つに分割した例を示したが、分割数は3以上であればよく、3または4が最も望ましい。梁補強金具1は、外周面に溝部7が形成される。溝部7の断面は矩形である。梁補強金具1の内周面には凹凸は形成されない。 The beam reinforcing metal fitting 1 is an arc-shaped member obtained by dividing a ring into a plurality of parts. Although FIG. 1 shows an example in which the ring is divided into three, the number of divisions should be 3 or more, and 3 or 4 is most desirable. A groove portion 7 is formed on the outer peripheral surface of the beam reinforcing metal fitting 1 . The cross section of the groove portion 7 is rectangular. No unevenness is formed on the inner peripheral surface of the beam reinforcing metal fitting 1 .

梁補強金具1は、例えば鋼材やステンレス鋼などの金属製の部材である。梁補強金具1は、筒状の素材を周方向に分断して製造してもよいし、最初から円弧状に製造してもよい。 The beam reinforcing metal fitting 1 is, for example, a member made of metal such as steel or stainless steel. The beam reinforcing metal fitting 1 may be manufactured by dividing a cylindrical material in the circumferential direction, or may be manufactured in an arc shape from the beginning.

次に、梁補強金具1を用いた梁補強構造10について説明する。図2(a)は、梁補強構造10の背面15b側から見た斜視図であり、図2(b)は、梁補強構造10の正面15a側から見た斜視図である。また、図3(a)は、梁補強構造10の正面図であり、図3(b)は、図3(a)のA-A線断面図である。 Next, the beam reinforcing structure 10 using the beam reinforcing metal fittings 1 will be described. 2(a) is a perspective view of the beam reinforcing structure 10 viewed from the rear surface 15b side, and FIG. 2(b) is a perspective view of the beam reinforcing structure 10 viewed from the front surface 15a side. 3(a) is a front view of the beam reinforcing structure 10, and FIG. 3(b) is a sectional view taken along the line AA of FIG. 3(a).

梁11は、ウェブ15の上下にフランジ13を有するH鋼である。ウェブ15には、配管等を通すための貫通孔17が形成される。複数に分割された梁補強金具1は、貫通孔17の周囲または縁部に配置される。梁補強金具1は、溝部7にウェブ15の縁部が挿入される。梁補強金具1は、ウェブ15の縁部を挟み込むように配置される。これにより、貫通孔17の縁にバリや角落ちがある場合にも、梁補強金具1でこれらを隠すことができる。 The beam 11 is H steel with flanges 13 above and below the web 15 . The web 15 is formed with a through hole 17 for passing a pipe or the like. The beam reinforcing metal fitting 1 divided into a plurality of pieces is arranged around or at the edge of the through hole 17 . The edge of the web 15 is inserted into the groove portion 7 of the beam reinforcing metal fitting 1 . The beam reinforcing metal fittings 1 are arranged so as to sandwich the edge of the web 15 . As a result, even if there is a burr or a corner drop on the edge of the through hole 17, it can be hidden by the beam reinforcing metal fitting 1.例文帳に追加

梁補強金具1は、ウェブ15に対して溶接によって接合される。本実施形態では、梁補強金具1の外周側の円弧部がウェブ15に対して溶接され、梁補強金具1同士が周方向に溶接される。すなわち、溶接部19aは、リング状に配置された複数の梁補強金具1の外周部とウェブ15の正面15aとの間に形成される。溶接部19bは、梁補強金具1同士の間に形成される。リング状に接合された複数の梁補強金具1は、配管等が貫通する配管孔を有している。 The beam reinforcing metal fitting 1 is joined to the web 15 by welding. In this embodiment, the arc portion on the outer peripheral side of the beam reinforcing metal fitting 1 is welded to the web 15, and the beam reinforcing metal fittings 1 are welded together in the circumferential direction. That is, the welded portion 19 a is formed between the outer peripheral portion of the plurality of beam reinforcing metal fittings 1 arranged in a ring shape and the front surface 15 a of the web 15 . The welded portion 19b is formed between the beam reinforcing metal fittings 1 . A plurality of beam reinforcing metal fittings 1 joined in a ring shape have piping holes through which piping or the like passes.

次に、梁補強金具1を用いた梁補強方法(梁補強構造10の施工方法)について説明する。まず、梁11をウェブ15の正面15a側が上になるように地面に仮置きし、1つ目の梁補強金具1を、梁11のウェブ15の正面15a側から貫通孔17に挿入し、溝部7にウェブ15の縁部を挿入する。 Next, a beam reinforcement method using the beam reinforcement fitting 1 (construction method of the beam reinforcement structure 10) will be described. First, the beam 11 is temporarily placed on the ground so that the front surface 15a side of the web 15 faces upward, and the first beam reinforcing metal fitting 1 is inserted into the through hole 17 from the front surface 15a side of the web 15 of the beam 11. 7 insert the edge of the web 15;

この際、梁補強金具1の溝部7の底部は、貫通孔17の径よりも小さい外径を有する。また溝部7の幅は、ウェブ15の厚みより大きい。このため、溝部7にウェブ15の縁部を挿入すると、溝部7の底部を貫通孔17の内周面に接触させることができる。また、溝部7の側面をウェブ15の正面15aや背面15bに面接触させて、梁補強金具1でウェブ15の縁部を挟み込むことができる。すなわち、溝部7は梁補強金具1を貫通孔17に配置する際、軸方向および径方向の位置決めに使われる。 At this time, the bottom portion of the groove portion 7 of the beam reinforcing metal fitting 1 has an outer diameter smaller than the diameter of the through hole 17 . Also, the width of the grooves 7 is greater than the thickness of the web 15 . Therefore, when the edge of the web 15 is inserted into the groove 7 , the bottom of the groove 7 can be brought into contact with the inner peripheral surface of the through hole 17 . Further, the edge of the web 15 can be sandwiched between the beam reinforcing metal fittings 1 by bringing the side surface of the groove 7 into surface contact with the front surface 15 a and the rear surface 15 b of the web 15 . That is, the groove portion 7 is used for axial and radial positioning when the beam reinforcing metal fitting 1 is arranged in the through hole 17 .

1つ目の梁補強金具1の位置が決まったら、残りの梁補強金具1も同様にして配置する。そして、ウェブ15の正面15a側から、梁補強金具1の外周側の円弧部とウェブ15の正面15aとの間に溶接部19aを形成して梁補強金具1をウェブ15に固定するとともに、梁補強金具1同士の間に溶接部19bを形成して梁補強金具1同士を接合する。溶接は例えば被覆アーク溶接で行われる。 After the position of the first beam reinforcing metal fitting 1 is determined, the remaining beam reinforcing metal fittings 1 are arranged in the same manner. Then, from the front surface 15a side of the web 15, a welded portion 19a is formed between the arc portion on the outer peripheral side of the beam reinforcing metal fitting 1 and the front surface 15a of the web 15 to fix the beam reinforcing metal fitting 1 to the web 15, and the beam reinforcing metal fitting 1 is fixed to the web 15. A welding portion 19b is formed between the reinforcing metal fittings 1 to join the beam reinforcing metal fittings 1 to each other. Welding is performed, for example, by shielded arc welding.

以上により、梁補強構造10を得ることができる。梁補強金具1によって、梁11の貫通孔17の近傍における曲げ耐力を向上させることができる。 As described above, the beam reinforcing structure 10 can be obtained. The beam reinforcing metal fitting 1 can improve the bending strength of the beam 11 in the vicinity of the through hole 17 .

このように、本実施の形態によれば、リングを3つ以上に分割した円弧状の梁補強金具1を用いるので、ウェブ15のいずれの面の側からでも貫通孔17に梁補強金具1を配置することができる。そのため、溶接時の作業面である正面15aが上になるように地面に梁11を仮置きした状態で梁補強金具1を貫通孔に配置した後、梁11を反転させずに梁補強金具1を溶接できるので作業性が良好である。また、梁補強金具1同士が周方向に接合されるので、リング状の梁補強金具を用いた場合と同等の補強効果が得られる。 As described above, according to the present embodiment, since the arc-shaped beam reinforcing metal fitting 1 obtained by dividing the ring into three or more parts is used, the beam reinforcing metal fitting 1 can be inserted into the through hole 17 from either side of the web 15. can be placed. Therefore, after the beam 11 is temporarily placed on the ground so that the front surface 15a, which is the work surface for welding, faces upward, the beam reinforcing metal fitting 1 is placed in the through hole, and then the beam reinforcing metal fitting 1 is placed in the through hole without turning the beam 11 upside down. can be welded, so workability is good. Moreover, since the beam reinforcing metal fittings 1 are joined together in the circumferential direction, a reinforcing effect equivalent to that obtained by using ring-shaped beam reinforcing metal fittings can be obtained.

第1の実施形態では、梁補強金具1の最適な分割数を3または4としたが、さらに多数に分割してもよい。多数に分割すれば、対応できる貫通孔17の径の範囲が広がるため、貫通孔17の施工誤差を吸収することが可能になり、汎用性も高まる。 In the first embodiment, the optimum number of divisions of the beam reinforcing metal fitting 1 is 3 or 4, but it may be divided into a larger number. Since the range of diameters of the through-holes 17 that can be dealt with is widened by dividing into a large number, it is possible to absorb the construction error of the through-holes 17, and the versatility is enhanced.

(第2の実施形態)
次に、第2の実施形態について説明する。図4は、梁補強金具1aを用いた梁補強構造を示す断面図である。なお、以下の説明において、梁補強金具1及び梁補強構造10と同様の機能を奏する構成には、図1~図3と同一の符号を付して、重複する説明を省略する。
(Second embodiment)
Next, a second embodiment will be described. FIG. 4 is a sectional view showing a beam reinforcing structure using beam reinforcing metal fittings 1a. In the following description, structures having the same functions as those of the beam reinforcing metal fitting 1 and the beam reinforcing structure 10 are denoted by the same reference numerals as in FIGS. 1 to 3, and duplicate descriptions are omitted.

梁補強金具1aは、溝部7の底部に段差が設けられる点で梁補強金具1と構成が異なる。梁補強金具1aは、軸方向(図4に示す左右方向)の部位によって溝部7の深さが異なる。 The beam reinforcing metal fitting 1a differs in configuration from the beam reinforcing metal fitting 1 in that a step is provided at the bottom of the groove portion 7 . In the beam reinforcing metal fitting 1a, the depth of the groove portion 7 differs depending on the portion in the axial direction (horizontal direction shown in FIG. 4).

図4(a)に示す例では、梁補強金具1aの溝部7の深い方の底部が貫通孔の径より小さい外径を有する。また、溝部7の深い部分の幅がウェブ15の厚みより大きい。このため、溝部7にウェブ15の縁部を挿入すると、溝部7の深い方の底部を貫通孔の内周面に接触させることができる。また、溝部7の側面をウェブ15の正面15aに面接触させて、梁補強金具1aでウェブ15を挟み込むことができる。すなわち、溝部7は梁補強金具1aを貫通孔に配置する際、軸方向および径方向の位置決めに使われる。 In the example shown in FIG. 4A, the deep bottom of the groove 7 of the beam reinforcing metal fitting 1a has an outer diameter smaller than the diameter of the through hole. Also, the width of the deep portion of the groove 7 is greater than the thickness of the web 15 . Therefore, when the edge of the web 15 is inserted into the groove 7, the deep bottom of the groove 7 can be brought into contact with the inner peripheral surface of the through hole. Further, the side surface of the groove portion 7 is brought into surface contact with the front surface 15a of the web 15, and the web 15 can be sandwiched between the beam reinforcing metal fittings 1a. That is, the groove portion 7 is used for axial and radial positioning when the beam reinforcing metal fitting 1a is arranged in the through hole.

図4(b)に示す例では、梁補強金具1aの溝部7の浅い方の底部が貫通孔の径より小さい外径を有する。また、溝部7の深い部分の幅がウェブ15の厚みより小さく、溝部7全体の幅がウェブ15の厚みより大きい。このため、溝部7にウェブ15の縁部を挿入すると、溝部7の浅い方の底部を貫通孔の内周面に接触させることができる。また、溝部7の側面をウェブ15の正面15aや背面15bに面接触させて、梁補強金具1aでウェブ15を挟み込むことができる。すなわち、溝部7は梁補強金具1aを貫通孔に配置する際、軸方向および径方向の位置決めに使われる。 In the example shown in FIG. 4(b), the shallower bottom portion of the groove portion 7 of the beam reinforcing metal fitting 1a has an outer diameter smaller than the diameter of the through hole. Further, the width of the deep portion of the groove 7 is smaller than the thickness of the web 15 and the width of the entire groove 7 is larger than the thickness of the web 15 . Therefore, when the edge of the web 15 is inserted into the groove 7, the shallower bottom of the groove 7 can be brought into contact with the inner peripheral surface of the through hole. Further, the side surface of the groove portion 7 can be brought into surface contact with the front surface 15a and the rear surface 15b of the web 15 so that the web 15 can be sandwiched between the beam reinforcing metal fittings 1a. That is, the groove portion 7 is used for axial and radial positioning when the beam reinforcing metal fitting 1a is arranged in the through hole.

なお、図4(a)に示す例では、溝部7を溶接の際の開先として用いて溝部7の浅い方の底部とウェブ15の背面15bとの間に溶接部19aが設けられ、図4(b)に示す例では、梁補強金具1aの外周面とウェブ15の背面15bとの間に溶接部19aが設けられる。そのため、いずれの例においても梁11をウェブ15の背面15b側が上になるように地面に仮置きした状態で梁補強金具1aを貫通孔に配置することが望ましい。あるいは、梁11をウェブ15の正面15a側が上になるように地面に仮置きして梁補強金具1aを貫通孔に配置しウェブ15の正面15a側に溶接部19aを形成してもよい。 In the example shown in FIG. 4A, the groove 7 is used as a groove for welding, and a welding portion 19a is provided between the shallow bottom of the groove 7 and the back surface 15b of the web 15. In the example shown in (b), a welded portion 19a is provided between the outer peripheral surface of the beam reinforcing metal fitting 1a and the back surface 15b of the web 15. In the example shown in FIG. Therefore, in any example, it is desirable to place the beam reinforcing metal fitting 1a in the through hole in a state in which the beam 11 is temporarily placed on the ground so that the back surface 15b side of the web 15 faces upward. Alternatively, the beam 11 may be temporarily placed on the ground so that the front surface 15a side of the web 15 faces upward, and the beam reinforcing metal fitting 1a may be placed in the through hole to form the welded portion 19a on the front surface 15a side of the web 15 .

第2の実施形態によれば、第1の実施形態と同様の効果を得ることができる。さらに、梁補強金具1aは溝部7の深さが部位によって異なるので、異なる厚さのウェブ15を有する梁11の補強構造に適用でき、汎用性が高い。 According to the second embodiment, effects similar to those of the first embodiment can be obtained. Furthermore, since the depth of the groove portion 7 of the beam reinforcing metal fitting 1a differs depending on the location, it can be applied to a reinforcing structure for the beam 11 having webs 15 of different thicknesses, and has high versatility.

(第3の実施形態)
次に、第3の実施形態について説明する。図5は、梁補強金具1bを用いた梁補強構造を示す断面図である。
梁補強金具1bは、溝部7の断面が円弧状である点で梁補強金具1と構成が異なる。梁補強金具1bは、軸方向(図5に示す左右方向)の部位によって溝部7の深さが異なる。
(Third embodiment)
Next, a third embodiment will be described. FIG. 5 is a sectional view showing a beam reinforcing structure using the beam reinforcing metal fittings 1b.
The beam reinforcing metal fitting 1b is different in configuration from the beam reinforcing metal fitting 1 in that the cross section of the groove portion 7 is arcuate. In the beam reinforcing metal fitting 1b, the depth of the groove portion 7 differs depending on the portion in the axial direction (horizontal direction shown in FIG. 5).

図5に示す例では、梁補強金具1bの外周側における溝部7の幅がウェブ15の厚みよりも大きく、溝部7の幅が梁補強金具1bの外周側から内周側に向けて徐々に小さくなる。このため、ウェブ15の縁部を溝部7に挿入すると、ウェブ15を溝部7の内周面に接触させて、梁補強金具1bでウェブ15を挟み込むことができる。 In the example shown in FIG. 5, the width of the groove 7 on the outer peripheral side of the beam reinforcing metal fitting 1b is greater than the thickness of the web 15, and the width of the groove 7 gradually decreases from the outer peripheral side to the inner peripheral side of the beam reinforcing metal fitting 1b. Become. Therefore, when the edge of the web 15 is inserted into the groove 7, the web 15 is brought into contact with the inner peripheral surface of the groove 7, and the web 15 can be sandwiched between the beam reinforcing metal fittings 1b.

ここで、図5(a)に示す例では、ウェブ15が比較的薄いため、溝部7を溶接の際に開先として用い、溝部7の内周面とウェブ15との間に溶接部19aが形成される。図5(b)に示す例では、ウェブ15が比較的厚いため、梁補強金具1bの外周面とウェブ15との間に溶接部19aが形成される。 Here, in the example shown in FIG. 5A, since the web 15 is relatively thin, the groove 7 is used as a groove for welding, and the welded portion 19a is formed between the inner peripheral surface of the groove 7 and the web 15. It is formed. In the example shown in FIG. 5B, since the web 15 is relatively thick, a welded portion 19a is formed between the web 15 and the outer peripheral surface of the beam reinforcing metal fitting 1b.

第3の実施形態によれば、第1の実施形態と同様の効果を得ることができる。さらに、梁補強金具1bは梁補強金具1aと同様に溝部7の深さが部位によって異なるので、異なる厚さのウェブ15を有する梁11の補強構造に適用でき、汎用性が高い。 According to the third embodiment, effects similar to those of the first embodiment can be obtained. Furthermore, the beam reinforcing metal fitting 1b, like the beam reinforcing metal fitting 1a, has different depths of the grooves 7 depending on the location, so that it can be applied to the reinforcing structure of the beam 11 having the webs 15 of different thicknesses, and has high versatility.

(第4の実施形態)
次に、第4の実施形態について説明する。図6は、溝部が設けられない梁補強金具を用いた梁補強構造を示す断面図である。
図6(a)に示す梁補強金具1cは、溝部が設けられない点で梁補強金具1と構成が異なる。
(Fourth embodiment)
Next, a fourth embodiment will be described. FIG. 6 is a cross-sectional view showing a beam reinforcing structure using beam reinforcing metal fittings that are not provided with grooves.
A beam reinforcing metal fitting 1c shown in FIG. 6A differs from the beam reinforcing metal fitting 1 in that no groove is provided.

梁補強金具1cは、本体部3およびフランジ部5から構成される。フランジ部5は、本体部3の軸方向の一方の側に配置される。本体部3及びフランジ部5の内径は略同一であり、内周面には凹凸は形成されない。フランジ部5は本体部3に対して外径が大きい。 The beam reinforcing metal fitting 1 c is composed of a body portion 3 and a flange portion 5 . The flange portion 5 is arranged on one side of the main body portion 3 in the axial direction. The inner diameters of the main body portion 3 and the flange portion 5 are substantially the same, and no unevenness is formed on the inner peripheral surface. The flange portion 5 has a larger outer diameter than the body portion 3 .

梁補強金具1cは、本体部3が貫通孔に挿入され、フランジ部5が貫通孔の縁部近傍のウェブ15の正面15a側に接触する。これにより、貫通孔の縁にバリや角落ちがある場合にも、梁補強金具1cでこれらを隠すことができる。 The beam reinforcing metal fitting 1c has the body portion 3 inserted into the through hole, and the flange portion 5 contacts the front surface 15a side of the web 15 near the edge of the through hole. As a result, even if there are burrs or corner omissions on the edge of the through hole, they can be hidden by the beam reinforcing metal fitting 1c.

梁補強金具1cを用いて梁11を補強するには、まず、梁11をウェブ15の正面15a側が上になるように地面に仮置きし、1つ目の梁補強金具1cの本体部3を、梁11のウェブ15の正面15a側から貫通孔に挿入する。この際、梁補強金具1cのフランジ部5は貫通孔よりも大きな外径を有している。また、本体部3は、貫通孔の径よりも小さい外径を有している。このため、本体部3の外周を貫通孔17の内周面に接触させるとともに、フランジ部5をウェブ15の正面15aに接触させることができる。すなわち、梁補強金具1cを貫通孔17に配置する際、本体部3は径方向の位置決めに、フランジ部5は軸方向の位置決めに使われる。 In order to reinforce the beam 11 using the beam reinforcing metal fitting 1c, first, the beam 11 is temporarily placed on the ground so that the front 15a side of the web 15 faces upward, and the main body portion 3 of the first beam reinforcing metal fitting 1c is placed. , is inserted into the through hole from the front face 15a side of the web 15 of the beam 11. As shown in FIG. At this time, the flange portion 5 of the beam reinforcing metal fitting 1c has an outer diameter larger than that of the through hole. Further, the body portion 3 has an outer diameter smaller than the diameter of the through hole. Therefore, the outer periphery of the body portion 3 can be brought into contact with the inner peripheral surface of the through hole 17 and the flange portion 5 can be brought into contact with the front surface 15 a of the web 15 . That is, when the beam reinforcing metal fitting 1c is arranged in the through hole 17, the main body portion 3 is used for positioning in the radial direction, and the flange portion 5 is used for positioning in the axial direction.

1つ目の梁補強金具1cの位置が決まったら、残りの梁補強金具1cも同様にして配置する。そして、ウェブ15の正面15a側からフランジ部5の外周側の円弧部とウェブ15の正面15aとの間に溶接部19aを形成して、梁補強金具1aをウェブ15に固定する。また、梁補強金具1c同士の間に図示しない溶接部を形成して梁補強金具1c同士を接合する。 After the position of the first beam reinforcing metal fitting 1c is determined, the remaining beam reinforcing metal fittings 1c are arranged in the same manner. A welded portion 19a is formed between the front surface 15a side of the web 15 and the front surface 15a of the web 15 and the arc portion on the outer peripheral side of the flange portion 5 to fix the beam reinforcing metal fitting 1a to the web 15. Moreover, the beam reinforcing metal fittings 1c are joined together by forming a welded portion (not shown) between the beam reinforcing metal fittings 1c.

なお、第4の実施形態では、図6(b)に示す梁補強金具1dのように本体部3の外周面をテーパ形状としてもよい。このように、本体部3の外周部にフランジ部5側から先端側に向かって徐々に外径が小さくなるようにテーパ形状を形成することで、溶接の際の開先として使用することができる。この場合、梁11をウェブ15の背面15b側が上になるように地面に仮置きして梁補強金具1dを貫通孔に配置した後、ウェブ15の背面15bから本体部3と貫通孔17の内面との間に溶接部19aを形成することが望ましい。 In addition, in the fourth embodiment, the outer peripheral surface of the main body 3 may be tapered like a beam reinforcing metal fitting 1d shown in FIG. 6(b). In this way, by forming a tapered shape so that the outer diameter gradually decreases from the flange portion 5 side toward the tip side, the outer peripheral portion of the main body portion 3 can be used as a groove for welding. . In this case, after temporarily placing the beam 11 on the ground so that the back surface 15b side of the web 15 faces upward and arranging the beam reinforcing metal fitting 1d in the through hole, the main body 3 and the inner surface of the through hole 17 are installed from the back surface 15b of the web 15. It is desirable to form a welded portion 19a between.

第4の実施形態では、リングを2つ以上に分割した円弧状の梁補強金具1c、1dを用いることによって第1の実施形態と同様の効果を得ることができる。第1から第3の実施形態では、リングを3つ以上に分割した梁補強金具を用いることでウェブ15のいずれの面の側からでも貫通孔の周囲または縁部に配置可能としたが、梁補強金具1c、1dは本体部3とフランジ部5とで構成されるので、2つ以上に分割すればウェブ15のいずれの面の側からでも貫通孔17の周囲または縁部に配置することができる。 In the fourth embodiment, the same effect as in the first embodiment can be obtained by using arc-shaped beam reinforcing metal fittings 1c and 1d obtained by dividing the ring into two or more. In the first to third embodiments, by using beam reinforcing metal fittings in which the ring is divided into three or more, the web 15 can be arranged around or at the edge of the through hole from any side of the web 15. Since the reinforcing metal fittings 1c and 1d are composed of the body portion 3 and the flange portion 5, if they are divided into two or more, they can be arranged around or at the edge of the through hole 17 from either side of the web 15. can.

なお、第4の実施形態では梁補強金具を本体部とフランジ部とで構成したが、フランジ部を設けなくてもよい。すなわち梁補強金具を本体部のみで構成してもよい。 In addition, in the fourth embodiment, the beam reinforcing metal fitting is composed of the body portion and the flange portion, but the flange portion may not be provided. That is, the beam reinforcing metal fitting may be composed only of the main body.

以上、添付図を参照しながら、本発明の実施の形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 Although the embodiments of the present invention have been described above with reference to the accompanying drawings, the technical scope of the present invention is not influenced by the above-described embodiments. It is obvious that a person skilled in the art can conceive various modifications or modifications within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. be understood to belong to

例えば、第1から第4の実施形態では梁補強金具を円弧状としたが、形状は円弧状に限らない。貫通孔が角形等である場合、周方向に接合された複数の梁補強金具が角筒状となるようにしてもよい。 For example, in the first to fourth embodiments, the beam reinforcing metal fittings are arcuate, but the shape is not limited to arcuate. When the through-hole is rectangular or the like, a plurality of beam reinforcing metal fittings joined in the circumferential direction may be formed in the shape of a rectangular tube.

1、1a、1b、1c、1d………梁補強金具
3………本体部
5………フランジ部
7………溝部
10………梁補強構造
11………梁
13………フランジ
15………ウェブ
15a………正面
15b………背面
17………貫通孔
19a、19b………溶接部
Reference numerals 1, 1a, 1b, 1c, 1d Beam reinforcing metal fittings 3 Body portion 5 Flange portion 7 Groove portion 10 Beam reinforcing structure 11 Beam 13 Flange 15 Web 15a Front 15b Rear 17 Through holes 19a, 19b Welding

Claims (4)

梁補強金具を用いた梁補強構造であって、
ウェブに貫通孔が形成された梁と、
前記貫通孔の周囲または縁部に複数に分割された梁補強金具が固定され、前記梁補強金具同士が周方向に接合され
前記梁補強金具の外周面に溝が形成され、前記溝へ前記ウェブの縁部が挿入されて、前記梁補強金具が前記ウェブの縁部を挟み込むように配置されていることを特徴とする梁補強構造。
A beam reinforcing structure using a beam reinforcing metal fitting,
a beam having through holes formed in the web;
A plurality of divided beam reinforcing metal fittings are fixed around or at the edge of the through hole, and the beam reinforcing metal fittings are joined together in the circumferential direction ,
A beam characterized in that a groove is formed in the outer peripheral surface of the beam reinforcing metal fitting, an edge of the web is inserted into the groove, and the beam reinforcing metal fitting is arranged so as to sandwich the edge of the web. reinforced structure.
前記溝は、部位によって溝深さが異なることを特徴とする請求項記載の梁補強構造。 2. A beam reinforcing structure according to claim 1 , wherein said grooves have different groove depths depending on their positions. 梁補強金具を用いた梁補強構造であって、
ウェブに貫通孔が形成された梁と、
前記貫通孔に挿入される本体部及び前記貫通孔の縁部に接触するフランジ部を有する梁補強金具と、を具備し、
前記貫通孔の周囲または縁部に2つ以上に分割された円弧状の梁補強金具が固定され、前記梁補強金具同士が周方向に接合されていることを特徴とする梁補強構造。
A beam reinforcing structure using a beam reinforcing metal fitting,
a beam having through holes formed in the web;
a beam reinforcing bracket having a body portion inserted into the through hole and a flange portion contacting the edge of the through hole;
A beam reinforcing structure , wherein arc-shaped beam reinforcing metal fittings divided into two or more are fixed around or at the edge of the through-hole, and the beam reinforcing metal fittings are joined together in the circumferential direction.
請求項1から請求項3のいずれかに記載の梁補強金具を用いた梁補強方法であって、
複数の前記梁補強金具を、梁のウェブに形成された貫通孔の周囲または縁部にそれぞれ固定するとともに、前記梁補強金具同士を周方向に接合することを特徴とする梁補強方法。
A beam reinforcing method using the beam reinforcing metal fitting according to any one of claims 1 to 3,
A beam reinforcing method comprising the steps of: fixing a plurality of beam reinforcing metal fittings around or at the edges of through holes formed in a web of a beam; and joining the beam reinforcing metal fittings together in a circumferential direction.
JP2019038477A 2019-03-04 2019-03-04 Beam reinforcement structure and beam reinforcement method Active JP7272823B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009501A (en) 2005-06-30 2007-01-18 Hitachi Metals Techno Ltd Beam reinforcing metal fitting
JP2007138449A (en) 2005-11-15 2007-06-07 Hitachi Metals Techno Ltd Beam through hole reinforcing structure
JP2014020163A (en) 2012-07-20 2014-02-03 Hitachi Metals Techno Ltd Beam reinforcing metallic material and beam reinforcing structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009501A (en) 2005-06-30 2007-01-18 Hitachi Metals Techno Ltd Beam reinforcing metal fitting
JP2007138449A (en) 2005-11-15 2007-06-07 Hitachi Metals Techno Ltd Beam through hole reinforcing structure
JP2014020163A (en) 2012-07-20 2014-02-03 Hitachi Metals Techno Ltd Beam reinforcing metallic material and beam reinforcing structure

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