JP7256035B2 - Beam reinforcement structure and beam reinforcement method using beam reinforcement fittings - Google Patents

Beam reinforcement structure and beam reinforcement method using beam reinforcement fittings Download PDF

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JP7256035B2
JP7256035B2 JP2019038474A JP2019038474A JP7256035B2 JP 7256035 B2 JP7256035 B2 JP 7256035B2 JP 2019038474 A JP2019038474 A JP 2019038474A JP 2019038474 A JP2019038474 A JP 2019038474A JP 7256035 B2 JP7256035 B2 JP 7256035B2
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beam reinforcing
reinforcing metal
metal fitting
web
fittings
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JP2020143431A (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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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金具を用いた梁補強構造、梁補強方法および梁補強金具の製造方法に関するものである。 The present invention relates to a beam reinforcing structure, a beam reinforcing method, and a beam reinforcing metal fitting manufacturing method using a beam reinforcing metal fitting 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

しかし、特許文献1のようなリング状の梁補強金具のみで梁の曲げ耐力を確保しようとすると、大型の梁補強金具が必要となる場合がある。梁補強金具が大型化すると、重量増をまねくため、取扱い性が悪くなる。 However, if an attempt is made to ensure the bending strength of the beam only with the ring-shaped beam reinforcing metal fittings as in Patent Document 1, a large beam reinforcing metal fitting may be required. If the size of the beam reinforcing metal fitting is increased, the weight of the metal fitting will increase, resulting in poor handleability.

本発明は、このような問題に鑑みてなされたもので、効率よく梁を補強することが可能な梁補強構造、梁補強方法および梁補強金具の製造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, a beam reinforcing method, and a method of manufacturing a beam reinforcing metal fitting that can efficiently reinforce 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であって、梁の長手方向に垂直な上下方向に対向して固定される一対の第1の梁補強金具と、前記第1の梁補強金具の上下のそれぞれの梁のフランジ近傍に固定される一対の第2の梁補強金具と、を具備し、前記第1の梁補強金具と前記第2の梁補強金具は、筒状の梁補強金具素材が周方向に分断されて形成されることを特徴とする梁補強構造である。 In order to achieve the above object, a first invention is a beam reinforcing structure using a beam reinforcing metal fitting, comprising: a beam having a through hole formed in a web; and a periphery or edge of the through hole, A pair of first beam reinforcing metal fittings fixed facing each other in the vertical direction perpendicular to the longitudinal direction of the beam, and a pair of second beam reinforcing metal fittings fixed near the flanges of the beams above and below the first beam reinforcing metal fittings. , wherein the first beam reinforcing metal fitting and the second beam reinforcing metal fitting are formed by dividing a cylindrical beam reinforcing metal fitting material in the circumferential direction. It is a reinforcing structure.

前記第2の梁補強金具の長さは、前記第1の梁補強金具の長さ以下であることが望ましい。 It is desirable that the length of the second beam reinforcing metal fitting is equal to or less than the length of the first beam reinforcing metal fitting.

第1の発明によれば、貫通孔によって最も強度の低くなる部位を効率良く補強するため、大型の梁補強金具が不要である。より詳細には、梁の長手方向に垂直な断面の断面積が最も小さくなる貫通孔の中心の上下に第1の梁補強金具と第2の梁補強金具とを併用して補強するため、従来のリング状梁補強金具のみによる補強と比較して効率よく補強することができ、梁補強金具の総重量を軽量化することができる。また、第1の梁補強金具と第2の梁補強金具とは、筒状の梁補強金具素材が周方向に分断されて形成されるため、製造性が良い。 According to the first invention, since the through-hole efficiently reinforces the portion where the strength is the lowest, a large-sized beam reinforcing metal fitting is not required. More specifically, the first and second beam reinforcing fittings are used together to reinforce the center of the through-hole, which has the smallest cross-sectional area in the cross section perpendicular to the longitudinal direction of the beam. As compared with the reinforcement by only the ring-shaped beam reinforcing metal fittings, the beam reinforcing metal fittings can be efficiently reinforced, and the total weight of the beam reinforcing metal fittings can be reduced. Further, since the first beam reinforcing metal fitting and the second beam reinforcing metal fitting are formed by dividing the tubular beam reinforcing metal fitting material in the circumferential direction, the manufacturability is good.

なお、第1の発明の梁補強構造では、貫通孔の周囲または縁部の梁補強金具によって補強されない部位(筒状の梁補強金具素材から第2の梁補強金具を切り出した欠損部に対応する部位)が弱部となり得るが、第2の梁補強金具の長さと第1の梁補強金具の長さとを適切に設定することで、梁にかかる曲げ応力をこれらの弱部にバランス良く分散させることができる。例えば、第2の梁補強金具の長さを第1の梁補強金具の長さ以下とすることで、補強効果と応力の分散効果を効率良く両立させることができる。 In addition, in the beam reinforcing structure of the first invention, the part that is not reinforced by the beam reinforcing metal fitting around or at the edge of the through hole (corresponding to the missing part obtained by cutting out the second beam reinforcing metal fitting from the tubular beam reinforcing metal fitting material) However, by appropriately setting the length of the second beam reinforcing bracket and the length of the first beam reinforcing bracket, the bending stress applied to the beam can be distributed to these weak parts in a well-balanced manner. be able to. For example, by making the length of the second beam reinforcing metal fitting equal to or less than the length of the first beam reinforcing metal fitting, it is possible to efficiently achieve both the reinforcing effect and the stress dispersing effect.

第2の発明は、梁補強金具を用いた梁補強方法であって、筒状の梁補強金具素材を周方向に分断して、少なくとも一対の第1の梁補強金具と一対の第2の梁補強金具を形成し、梁のウェブに形成された貫通孔の周囲または縁部であって、梁の長手方向に垂直な上下方向に対向して一対の前記第1の梁補強金具を固定するとともに、前記第1の梁補強金具の上下のそれぞれの梁のフランジ近傍に一対の前記第2の梁補強金具を固定することを特徴とする梁補強方法である。 A second invention is a beam reinforcing method using beam reinforcing metal fittings, in which a tubular beam reinforcing metal fitting material is divided in the circumferential direction to form at least a pair of first beam reinforcing metal fittings and a pair of second beams. Reinforcing metal fittings are formed, and the pair of first beam reinforcing metal fittings are fixed around or at the edges of through holes formed in the web of the beam so as to face each other in the vertical direction perpendicular to the longitudinal direction of the beam. and fixing a pair of said second beam reinforcing metal fittings in the vicinity of flanges of respective beams above and below said first beam reinforcing metal fittings.

第2の発明によれば、筒状の梁補強金具素材を周方向に分断して第1の梁補強金具および第2の梁補強金具を形成することで、梁補強金具の製造性を向上させることができる。また、貫通孔の周囲または縁部のうち最も補強が必要な部位を、第1の梁補強金具と第2の梁補強金具とを併用して効率良く補強することができる。 According to the second invention, the productivity of the beam reinforcing metal fitting is improved by dividing the tubular beam reinforcing metal fitting material in the circumferential direction to form the first beam reinforcing metal fitting and the second beam reinforcing metal fitting. be able to. In addition, it is possible to efficiently reinforce the portion of the periphery or edge of the through-hole that most needs to be reinforced by using both the first beam reinforcing metal fitting and the second beam reinforcing metal fitting.

本発明によれば、効率よく梁を補強することが可能な梁補強構造、梁補強方法および梁補強金具の製造方法を提供することができる。 According to the present invention, it is possible to provide a beam reinforcing structure, a beam reinforcing method, and a method of manufacturing a beam reinforcing metal fitting that can efficiently reinforce a beam.

梁補強金具1を示す斜視図。The perspective view which shows the beam reinforcement metal fitting 1. FIG. 梁補強金具素材7の平面図。FIG. 2 is a plan view of a beam reinforcing metal fitting material 7; 梁補強構造10を示す斜視図であり、(a)は背面側を示す図、(b)は正面側を示す図。It is a perspective view which shows the beam reinforcement structure 10, (a) is a figure which shows a back side, (b) is a figure which shows a front 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1の他の固定構造を示す図。The figure which shows the other fixing structure of the beam reinforcement metal fittings 1. FIG.

以下、本発明の実施の形態について説明する。図1は、本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、例えば鋼材やステンレス鋼などの金属製の部材であり、一対の梁補強金具1a(第1の梁補強金具)、一対の梁補強金具1b(第2の梁補強金具)からなる。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。 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 this embodiment. The beam reinforcing metal fittings 1 are members made of metal such as steel or stainless steel. Become. 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1aは、円弧状の本体部3aおよびフランジ部5aから構成される。梁補強金具1bは、円弧状の本体部3bおよびフランジ部5bから構成される。フランジ部5a、5bは、本体部3a、3bの軸方向の一方の側に配置される。本体部3a、3b及びフランジ部5a、5b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5a、5bは本体部3a、3bに対して外径が大きい。 The beam reinforcing metal fitting 1a is composed of an arc-shaped body portion 3a and a flange portion 5a. The beam reinforcing metal fitting 1b is composed of an arc-shaped body portion 3b and a flange portion 5b. The flange portions 5a and 5b are arranged on one side in the axial direction of the body portions 3a and 3b. The inner diameters of the main body portions 3a, 3b and the flange portions 5a, 5b are substantially the same, and no irregularities are formed on the inner peripheral surfaces. The flange portions 5a and 5b have a larger outer diameter than the body portions 3a and 3b.

次に、梁補強金具1の製造方法について説明する。図2は、梁補強金具素材7の平面図である。梁補強金具素材7は筒状の部材であり、図1に示す本体部3a、3bとフランジ部5a、5bとが一体で製造される。梁補強金具素材7の内径は、配管等が貫通する配管孔の外径と略同一とする。 Next, a method for manufacturing the beam reinforcing metal fitting 1 will be described. FIG. 2 is a plan view of the beam reinforcing metal fitting material 7. FIG. The beam reinforcing metal fitting material 7 is a cylindrical member, and the body portions 3a, 3b and the flange portions 5a, 5b shown in FIG. 1 are integrally manufactured. The inner diameter of the beam reinforcing metal fitting material 7 is substantially the same as the outer diameter of the pipe hole through which the pipe or the like passes.

梁補強金具1は、梁補強金具素材7を周方向に分断することにより製造される。梁補強金具素材7は周方向に4つに分断され、うち2つが梁補強金具1a、残り2つが梁補強金具1bとなる。すなわち、梁補強金具素材7を周方向に分断して、一対の梁補強金具1aと一対の梁補強金具1bとが形成される。 The beam reinforcing metal fitting 1 is manufactured by dividing the beam reinforcing metal fitting material 7 in the circumferential direction. The beam reinforcing metal fitting material 7 is divided into four pieces in the circumferential direction, two of which become the beam reinforcing metal fittings 1a and the remaining two become the beam reinforcing metal fittings 1b. That is, the beam reinforcing metal fitting material 7 is divided in the circumferential direction to form a pair of beam reinforcing metal fittings 1a and a pair of beam reinforcing metal fittings 1b.

このとき、梁補強金具1bの円弧部の長さが、梁補強金具1aの円弧部の長さ以下であることが望ましい。特に、一対の梁補強金具1bの円弧部の長さXの和が、梁補強金具素材7の全周の長さの1/10~1/2であることが望ましい。 At this time, it is desirable that the length of the arc portion of the beam reinforcing metal fitting 1b is equal to or less than the length of the arc portion of the beam reinforcing metal fitting 1a. In particular, it is desirable that the sum of the lengths X of the arc portions of the pair of beam reinforcing metal fittings 1b is 1/10 to 1/2 of the length of the entire circumference of the beam reinforcing metal fitting material 7.

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3(a)は、梁補強構造10をウェブ15の背面15b側から見た斜視図であり、図3(b)は、梁補強構造10をウェブ15の正面15a側から見た斜視図である。また、図4(a)は、梁補強構造10の正面図であり、図4(b)は、図4(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. 3(a) is a perspective view of the beam reinforcing structure 10 viewed from the rear surface 15b side of the web 15, and FIG. 3(b) is a perspective view of the beam reinforcing structure 10 viewed from the front surface 15a side of the web 15. be. 4(a) is a front view of the beam reinforcing structure 10, and FIG. 4(b) is a sectional view taken along the line AA of FIG. 4(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。貫通孔17が形成されると、貫通孔17の周囲または縁部であって、梁11の長手方向に垂直な上下方向の部位の曲げ耐力が最も低下する。梁補強構造10は、梁補強金具1を用いてこの部分を補強するものである。 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. When the through-hole 17 is formed, the bending strength of the portion in the vertical direction perpendicular to the longitudinal direction of the beam 11, which is around or at the edge of the through-hole 17, is the lowest. The beam reinforcing structure 10 reinforces this portion using the beam reinforcing metal fittings 1 .

梁補強金具1のうち一対の梁補強金具1aは、貫通孔17の周囲または縁部であって、梁11の長手方向に垂直な上下方向に対向して固定される。梁補強金具1aは、本体部3aが貫通孔17に挿入され、フランジ部5aが貫通孔17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17の縁にバリがある場合にも、梁補強金具1aで隠すことができる。 A pair of beam reinforcing metal fittings 1 a of the beam reinforcing metal fittings 1 are fixed around or at the edge of the through hole 17 so as to face each other in the vertical direction perpendicular to the longitudinal direction of the beam 11 . The main body portion 3a of the beam reinforcing metal fitting 1a is inserted into the through hole 17, and the flange portion 5a contacts the front surface 15a side of the web 15 near the edge portion of the through hole 17. As shown in FIG. As a result, even if there is a burr on the edge of the through hole 17, it can be hidden by the beam reinforcing metal fitting 1a.

梁補強金具1a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、フランジ部5aの外周側の円弧部が、ウェブ15に対して全長にわたって溶接される。すなわち、溶接部19aは、フランジ部5aの外周側の円弧部とウェブ15の正面15aとの間に形成される。 The beam reinforcing metal fitting 1a is joined to the web 15 by welding. In this embodiment, the arc portion on the outer peripheral side of the flange portion 5a is welded to the web 15 over the entire length. That is, the welded portion 19a is formed between the arc portion on the outer peripheral side of the flange portion 5a and the front surface 15a of the web 15. As shown in FIG.

梁補強金具1のうち一対の梁補強金具1bは、上側の梁補強金具1aの上方のフランジ13の近傍と、下側の梁補強金具1aの下方のフランジ13の近傍に固定される。梁補強金具1bは、貫通孔17側が円弧の凹側となるように配置される。梁補強金具1bは、フランジ部5bがウェブ15の正面15aに接触し、本体部3bが貫通孔17と反対方向に突出する。すなわち梁補強金具1aの本体部3aと梁補強金具1bの本体部3bが逆向きに配置される。 A pair of beam reinforcing metal fittings 1b of the beam reinforcing metal fittings 1 are fixed near the upper flange 13 of the upper beam reinforcing metal fitting 1a and near the lower flange 13 of the lower beam reinforcing metal fitting 1a. The beam reinforcing metal fitting 1b is arranged so that the through hole 17 side becomes the concave side of the arc. The beam reinforcing metal fitting 1 b has a flange portion 5 b that contacts the front surface 15 a of the web 15 and a body portion 3 b that protrudes in the direction opposite to the through hole 17 . That is, the main body portion 3a of the beam reinforcing metal fitting 1a and the main body portion 3b of the beam reinforcing metal fitting 1b are arranged in opposite directions.

梁補強金具1b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、フランジ部5bの内周側の円弧部と両側部が、ウェブ15に対して全長にわたって溶接される。すなわち、溶接部19bは、フランジ部5bの内周側の円弧部および両側部とウェブ15の正面15aとの間に形成される。なお、フランジ部5bとフランジ13の間も溶接してもよい。 The beam reinforcing metal fitting 1b is joined to the web 15 by welding. In this embodiment, the arc portion on the inner peripheral side of the flange portion 5b and both side portions are welded to the web 15 over the entire length. That is, the welded portions 19b are formed between the inner arc portion and both side portions of the flange portion 5b and the front surface 15a of the web 15 . Note that the flange portion 5b and the flange 13 may also be welded.

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、図2に示す筒状の梁補強金具素材7を周方向に分断して、一対の梁補強金具1a、一対の梁補強金具1bを形成する。 Next, a beam reinforcement method using the beam reinforcement fitting 1 (construction method of the beam reinforcement structure 10) will be described. First, the cylindrical beam reinforcing metal fitting material 7 shown in FIG. 2 is divided in the circumferential direction to form a pair of beam reinforcing metal fittings 1a and a pair of beam reinforcing metal fittings 1b.

次に、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、梁補強金具1aの本体部3aを、梁11のウェブ15の正面15a側から貫通孔17に挿入する。この際、梁補強金具1aのフランジ部5aは、梁11に設けられた貫通孔17よりも大きな外径を有している。また、本体部3aは、梁11に設けられた貫通孔17の径よりも小さい外径を有している。このため、本体部3aの外周を貫通孔17に沿わせて挿入すると、フランジ部5aをウェブ15に接触させることができる。すなわち、フランジ部5aは梁補強金具1aを貫通孔17に挿入する際、軸方向の位置決めに使われる。 Next, the beam 11 is temporarily placed on the ground so that the front surface 15a side of the web 15 faces upward, and the main body portion 3a of the beam reinforcing metal fitting 1a is inserted into the through hole 17 from the front surface 15a side of the web 15 of the beam 11. At this time, the flange portion 5 a of the beam reinforcing metal fitting 1 a has an outer diameter larger than that of the through hole 17 provided in the beam 11 . Further, the body portion 3 a has an outer diameter smaller than the diameter of the through hole 17 provided in the beam 11 . Therefore, by inserting the outer periphery of the body portion 3 a along the through hole 17 , the flange portion 5 a can be brought into contact with the web 15 . That is, when inserting the beam reinforcing metal fitting 1a into the through hole 17, the flange portion 5a is used for positioning in the axial direction.

梁補強金具1aの位置が決まった後、図示しないクランプによって梁補強金具1aをウェブ15に仮固定する。そして、ウェブ15の正面15a側からフランジ部5a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。溶接は例えば被覆アーク溶接で行われる。 After the position of the beam reinforcing metal fitting 1a is determined, the beam reinforcing metal fitting 1a is temporarily fixed to the web 15 by a clamp (not shown). A welded portion 19a is formed between the front surface 15a side of the web 15 and the outer peripheral side arc portion of the flange portion 5a and the front surface 15a of the web 15 to fix the beam reinforcing metal fitting 1a to the web 15. Welding is performed, for example, by shielded arc welding.

次に、梁補強金具1bのフランジ部5bを、梁補強金具1aの上下のフランジ13の近傍のウェブ15の正面15a側に接触させて位置決めをし、ウェブ15の正面15a側からフランジ部5bの内周側の円弧部および両側部とウェブ15の正面15aとの間に溶接部19bを形成して、梁補強金具1bをウェブ15に固定する。 Next, the flange portion 5b of the beam reinforcing metal fitting 1b is brought into contact with the front face 15a side of the web 15 in the vicinity of the upper and lower flanges 13 of the beam reinforcing metal fitting 1a for positioning. A welded portion 19b is formed between the inner circular arc portion and both side portions and the front surface 15a of the web 15 to fix the beam reinforcing metal fitting 1b to the web 15 .

なお、梁補強金具1aは、ウェブ15の正面15a側からではなく、背面15b側から溶接してもよい。図5は、梁補強金具1の他の固定構造を示す図である。この場合には、まず、梁11をウェブ15の背面15bが上になるように地面に仮置きし、梁11のウェブ15の背面15b側から貫通孔に梁補強金具1aを挿入し、フランジ部5aをウェブ15に接触させて位置決めする。そして、ウェブ15の背面15b側から本体部3aの外周側の円弧部とウェブ15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。 The beam reinforcing metal fitting 1a may be welded from the rear surface 15b side of the web 15 instead of from the front surface 15a side. 5A and 5B are diagrams showing another fixing structure of the beam reinforcing metal fitting 1. FIG. In this case, first, the beam 11 is temporarily placed on the ground so that the back surface 15b of the web 15 faces upward, and the beam reinforcing metal fitting 1a is inserted into the through hole from the back surface 15b side of the web 15 of the beam 11, and the flange portion is 5a is brought into contact with the web 15 and positioned. A welded portion 19a is formed between the web 15 and the arc portion extending from the back surface 15b side of the web 15 to the outer peripheral side of the main body portion 3a, and the beam reinforcing metal fitting 1a is fixed to the web 15. As shown in FIG.

また、梁補強金具1bのフランジ部5bを、梁補強金具1aの上下のフランジ13の近傍のウェブ15の背面15b側に接触させて位置決めをする。そして、ウェブ15の背面15b側からフランジ部5bの内周側の円弧部および両側部とウェブ15の背面15bとの間に溶接部19bを形成して、梁補強金具1bをウェブ15に固定する。 Further, the flange portion 5b of the beam reinforcing metal fitting 1b is brought into contact with the rear surface 15b side of the web 15 near the upper and lower flanges 13 of the beam reinforcing metal fitting 1a for positioning. Then, welded portions 19b are formed between the back surface 15b side of the web 15 and the inner peripheral side arc portion and both side portions of the flange portion 5b and the back surface 15b of the web 15 to fix the beam reinforcing metal fitting 1b to the web 15. .

梁補強金具1aは、図5に示すように本体部3aの外周面をテーパ形状としてもよい。例えば、本体部3aの外周部に、フランジ部5a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、溶接部19aは、本体部3aと貫通孔17の内面との間に形成される。 The beam reinforcing metal fitting 1a may have a tapered outer peripheral surface of the body portion 3a as shown in FIG. For example, by forming a tapered shape on the outer peripheral portion of the body portion 3a so that the outer diameter gradually decreases from the flange portion 5a side toward the tip side, it can be used as a groove for welding. In this case, the welded portion 19 a is formed between the main body portion 3 a and the inner surface of the through hole 17 .

なお、図4、図5に示す例では、梁補強金具1a、1bをウェブ15の同じ側から溶接したが、一方をウェブ15の正面15a側から溶接し他方を背面15b側から溶接してもよい。但し、同じ側から溶接すれば、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しやすい。図4、図5に示す例では、梁補強金具1bのフランジ部5bをウェブ15に接触させたが、本体部3bをウェブ15に接触させてもよい。 In the examples shown in FIGS. 4 and 5, the beam reinforcing metal fittings 1a and 1b are welded from the same side of the web 15, but one can be welded from the front 15a side of the web 15 and the other can be welded from the back 15b side. good. However, by welding from the same side, the beam reinforcing metal fitting 1 can be welded without reversing the beam 11, which facilitates the work. In the example shown in FIGS. 4 and 5, the flange portion 5b of the beam reinforcing metal fitting 1b is brought into contact with the web 15, but the body portion 3b may be brought into contact with the web 15. FIG.

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 .

以上、本実施の形態によれば、梁補強金具1aおよび梁補強金具1bを、筒状の梁補強金具素材7を周方向に分断して形成するため、製造性が良い。また、貫通孔17を設けたことにより最も補強が必要となる部位を梁補強金具1aと梁補強金具1bとを併用して補強するため、従来のリング状梁補強金具のみによる補強と比較して、効率よく補強することができ、梁補強金具1の総重量を軽量化することができる。 As described above, according to the present embodiment, the beam reinforcing metal fittings 1a and the beam reinforcing metal fittings 1b are formed by dividing the tubular beam reinforcing metal fitting material 7 in the circumferential direction, so the productivity is excellent. In addition, since the through-hole 17 is provided, the portion that requires the most reinforcement is reinforced by using both the beam reinforcing metal fitting 1a and the beam reinforcing metal fitting 1b. , the beam can be reinforced efficiently, and the total weight of the beam reinforcing metal fitting 1 can be reduced.

本実施の形態によれば、貫通孔17の周囲または縁部のうち梁補強金具素材7から梁補強金具1bを切り出した欠損部に対応する部位が弱部になり得るが、梁補強金具1bの長さを梁補強金具1aに対して適切に設定することにより、梁にかかる曲げ応力をこれらの弱部にバランス良く分散させることができる。 According to the present embodiment, the portion corresponding to the missing portion obtained by cutting out the beam reinforcing metal fitting 1b from the beam reinforcing metal fitting material 7 in the perimeter or edge of the through hole 17 can be the weak portion. By appropriately setting the length of the beam reinforcing metal fitting 1a, the bending stress applied to the beam can be distributed to these weak portions in a well-balanced manner.

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、本実施形態では第1、第2の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。すなわち第1、第2の梁補強金具を本体部のみで構成してもよい。この場合、筒状の梁補強金具素材を周方向に分断するとともに軸方向にも分断することにより、1つの梁補強金具素材から一対以上の第1の梁補強金具および一対以上の第2の梁補強金具を製造できる。 For example, in the present embodiment, the first and second beam reinforcing metal fittings are composed of the body portion and the flange portion, but the flange portion may not be provided. That is, the first and second beam reinforcing metal fittings may be composed only of the main body portion. In this case, by dividing the cylindrical beam reinforcing metal fitting material in the circumferential direction and also in the axial direction, one beam reinforcing metal fitting material is divided into at least one pair of first beam reinforcing metal fittings and at least one pair of second beams. You can manufacture reinforcing metal fittings.

また、梁補強金具素材は円筒状に限らない。貫通孔が角形である場合、角筒状の梁補強金具素材を分割して一対の第1の梁補強金具と一対の第2の梁補強金具を形成してもよい。 Moreover, the beam reinforcing metal fitting material is not limited to a cylindrical shape. When the through-hole is rectangular, a square tubular beam reinforcing metal fitting material may be divided to form a pair of first beam reinforcing metal fittings and a pair of second beam reinforcing metal fittings.

1、1a、1b………梁補強金具
3a、3b………本体部
5a、5b………フランジ部
7………梁補強金具素材
9………切断部
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
1, 1a, 1b... Beam reinforcing metal fittings 3a, 3b... Body parts 5a, 5b... Flange parts 7... Beam reinforcing metal fitting materials 9... Cutting parts 10... Beam reinforcing structure 11... .

Claims (3)

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であって、梁の長手方向に垂直な上下方向に対向して固定される一対の第1の梁補強金具と、
前記第1の梁補強金具の上下のそれぞれの梁のフランジ近傍に固定される一対の第2の梁補強金具と、
を具備し、
前記第1の梁補強金具と前記第2の梁補強金具は、筒状の梁補強金具素材が周方向に分断されて形成され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 pair of first beam reinforcing metal fittings fixed facing each other in the vertical direction perpendicular to the longitudinal direction of the beam around or at the edge of the through hole;
a pair of second beam reinforcing brackets fixed near the flanges of the upper and lower beams of the first beam reinforcing bracket;
and
A beam reinforcing structure, wherein the first beam reinforcing metal fitting and the second beam reinforcing metal fitting are formed by dividing a tubular beam reinforcing metal fitting material in a circumferential direction.
前記第2の梁補強金具の長さは、前記第1の梁補強金具の長さ以下であることを特徴とする請求項1記載の梁補強構造。 2. The beam reinforcing structure according to claim 1, wherein the length of said second beam reinforcing metal fitting is equal to or less than the length of said first beam reinforcing metal fitting. 梁補強金具を用いた梁補強方法であって、
筒状の梁補強金具素材を周方向に分断して、少なくとも一対の第1の梁補強金具と一対の第2の梁補強金具を形成し、
梁のウェブに形成された貫通孔の周囲または縁部であって、梁の長手方向に垂直な上下方向に対向して一対の前記第1の梁補強金具を固定するとともに、前記第1の梁補強金具の上下のそれぞれの梁のフランジ近傍に一対の前記第2の梁補強金具を固定することを特徴とする梁補強方法。
A beam reinforcing method using a beam reinforcing metal fitting,
dividing a tubular beam reinforcing metal fitting material in the circumferential direction to form at least a pair of first beam reinforcing metal fittings and a pair of second beam reinforcing metal fittings;
A pair of the first beam reinforcing metal fittings are fixed around or at the edge of a through hole formed in the web of the beam so as to face each other in the vertical direction perpendicular to the longitudinal direction of the beam, and the first beam A beam reinforcing method comprising fixing a pair of said second beam reinforcing metal fittings near flanges of respective beams above and below said reinforcing metal fittings.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015081431A (en) 2013-10-22 2015-04-27 株式会社竹中工務店 Reinforcement structure of steel perforated member
JP2016211365A (en) 2015-04-30 2016-12-15 旭化成建材株式会社 Metal fitting for beam reinforcement

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015081431A (en) 2013-10-22 2015-04-27 株式会社竹中工務店 Reinforcement structure of steel perforated member
JP2016211365A (en) 2015-04-30 2016-12-15 旭化成建材株式会社 Metal fitting for beam reinforcement

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