JP6889691B2 - Steel beam reinforcement metal fittings and steel beam reinforcement structure - Google Patents

Steel beam reinforcement metal fittings and steel beam reinforcement structure Download PDF

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JP6889691B2
JP6889691B2 JP2018185622A JP2018185622A JP6889691B2 JP 6889691 B2 JP6889691 B2 JP 6889691B2 JP 2018185622 A JP2018185622 A JP 2018185622A JP 2018185622 A JP2018185622 A JP 2018185622A JP 6889691 B2 JP6889691 B2 JP 6889691B2
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steel beam
main body
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steel
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望月 久智
久智 望月
拓 冨田
拓 冨田
郁実 林
郁実 林
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Senqcia Corp
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本発明は、建築構造物の鉄骨梁のウェブ部に形成された貫通孔の周部に固定されることにより、貫通孔が形成されて強度が低下した鉄骨梁を補強する鉄骨梁補強金具、及びこれを用いた鉄骨梁補強構造に関するものである。 The present invention provides a steel beam reinforcing metal fitting for reinforcing a steel beam whose strength is reduced due to a through hole formed by being fixed to the peripheral portion of a through hole formed in a web portion of the steel beam of a building structure. It relates to a steel beam reinforcement structure using this.

S造やSRC造等の建築構造物においては、H形鋼やI形鋼等により構成された鉄骨梁のウェブ部に、配管や配線を通すための貫通孔が形成されることがあった。そして、鉄骨梁に貫通孔を形成したことによる鉄骨梁の強度低下を防止するために、鉄骨梁の貫通孔の周部にリング状の鉄骨梁補強金具を溶接して鉄骨梁を補強する鉄骨梁補強構造が知られていた(特許文献1参照)。 In building structures such as S-structures and SRC structures, through holes for passing pipes and wiring may be formed in the web portion of steel beams made of H-shaped steel, I-shaped steel, and the like. Then, in order to prevent the strength of the steel beam from being lowered due to the formation of the through hole in the steel beam, a ring-shaped steel beam reinforcing metal fitting is welded to the peripheral portion of the through hole of the steel beam to reinforce the steel beam. A reinforcing structure was known (see Patent Document 1).

図6は、従来の鉄骨梁補強金具4、及びこれを用いた従来の鉄骨梁補強構造2について説明するために参照する図である。 FIG. 6 is a diagram referred to for explaining the conventional steel beam reinforcing metal fitting 4 and the conventional steel beam reinforcing structure 2 using the same.

従来の鉄骨梁補強構造2は、図6に示すように、建築構造物の一部を構成する鉄骨梁6と、この鉄骨梁6のウェブ部6aに形成された、ウェブ部6aを厚さ方向に貫通する断面が円形の貫通孔6bの周部に固定された円環状の鉄骨梁補強金具4を備えていた。 As shown in FIG. 6, the conventional steel beam reinforcing structure 2 has a steel beam 6 forming a part of a building structure and a web portion 6a formed on the web portion 6a of the steel beam 6 in the thickness direction. It was provided with an annular steel beam reinforcing metal fitting 4 fixed to the peripheral portion of a through hole 6b having a circular cross section.

鉄骨梁補強金具4は、図6(a)及び(b)に示すように、鉄骨梁6の貫通孔6bと略同一の中心軸を有する円環状に形成され、その外周部には、外径が鉄骨梁6の貫通孔6bの内径と略同一の円筒状の外周面4aが形成され、その中心部には、鉄骨梁補強金具4を軸線方向に貫通する断面が円形の中心孔4bが形成されていた。 As shown in FIGS. 6A and 6B, the steel beam reinforcing metal fitting 4 is formed in an annular shape having a central axis substantially the same as the through hole 6b of the steel beam 6, and has an outer diameter on the outer peripheral portion thereof. A cylindrical outer peripheral surface 4a that is substantially the same as the inner diameter of the through hole 6b of the steel beam 6 is formed, and a central hole 4b having a circular cross section that penetrates the steel beam reinforcing metal fitting 4 in the axial direction is formed at the center thereof. It had been.

また、鉄骨梁補強金具4は、図6(b)に示すように、その厚さ方向(図中左右方向)の寸法が、鉄骨梁6のウェブ部6aの厚さ寸法より大きくなるように形成されていた。 Further, as shown in FIG. 6B, the steel frame beam reinforcing metal fitting 4 is formed so that the dimension in the thickness direction (left-right direction in the drawing) is larger than the thickness dimension of the web portion 6a of the steel frame beam 6. It had been.

このような鉄骨梁補強金具4が、図6(b)に示すように、その外周面4aが鉄骨梁6の貫通孔6bの内周面に接触するように嵌合し、鉄骨梁補強金具4の軸線方向(図中左右方向)の両端部が、貫通孔6bの両端部より外側にそれぞれ突出するように、鉄骨梁6の貫通孔6bの周部に配置されていた。 As shown in FIG. 6B, such a steel beam reinforcing metal fitting 4 is fitted so that the outer peripheral surface 4a thereof contacts the inner peripheral surface of the through hole 6b of the steel beam 6 so that the steel beam reinforcing metal fitting 4 is fitted. Both ends in the axial direction (left-right direction in the drawing) were arranged around the through hole 6b of the steel frame beam 6 so as to project outward from both ends of the through hole 6b.

そして、鉄骨梁補強金具4は、図6(b)に示すように、鉄骨梁補強金具4の外周面4aと鉄骨梁6のウェブ部6aの一方の側面(図中右側面)を、鉄骨梁6の貫通孔6bの周縁部に沿って設けられた溶接部W1において、全周に亘って溶接することにより、鉄骨梁6と一体的に固定されていた。 Then, as shown in FIG. 6B, the steel frame beam reinforcing metal fitting 4 has a steel frame beam on one side surface (right side surface in the drawing) of the outer peripheral surface 4a of the steel frame beam reinforcing metal fitting 4 and the web portion 6a of the steel frame beam 6. In the welded portion W1 provided along the peripheral edge of the through hole 6b of 6, the steel beam 6 was integrally fixed by welding over the entire circumference.

図7は、他の従来の鉄骨梁補強金具14、及びこれを用いた他の従来の鉄骨梁補強構造12について説明するために参照する図である。 FIG. 7 is a diagram referred to for explaining another conventional steel beam reinforcing metal fitting 14, and another conventional steel beam reinforcing structure 12 using the same.

鉄骨梁補強構造12は、図6に示す鉄骨梁補強構造2における鉄骨梁補強金具4の代わりに、図7に示すような鉄骨梁補強金具14が設けられている点において、鉄骨梁補強構造2とはその構成が異なるものである。 The steel beam reinforcing structure 12 is provided with a steel beam reinforcing metal fitting 14 as shown in FIG. 7 instead of the steel beam reinforcing metal fitting 4 in the steel beam reinforcing structure 2 shown in FIG. The composition is different from.

鉄骨梁補強金具14は、図7(a)及び(b)に示すように、鉄骨梁6の貫通孔6bと略同一の中心軸を有する円環状に形成され、その外周部には、図7(b)に示すように、外径が軸線方向(図中左右方向)の一方の端部(図中右端部)に向かって徐々に縮径するような、テーパ状に傾斜した断面形状を有する円筒状の外周面14aが形成され、この外周面14aの軸線方向の他方の端部(図中左端部)には、鉄骨梁補強金具14の軸線と直角な半径方向の外側に向かって放射状に延びるような円板状のフランジ部14bが形成されていた。 As shown in FIGS. 7A and 7B, the steel beam reinforcing metal fitting 14 is formed in an annular shape having a central axis substantially the same as the through hole 6b of the steel beam 6, and the outer peripheral portion thereof is formed in an annular shape. As shown in (b), it has a tapered cross-sectional shape such that the outer diameter gradually shrinks toward one end (right end in the figure) in the axial direction (left and right direction in the figure). A cylindrical outer peripheral surface 14a is formed, and the other end (left end in the drawing) of the outer peripheral surface 14a in the axial direction radiates outward in the radial direction perpendicular to the axis of the steel beam reinforcing metal fitting 14. A disc-shaped flange portion 14b that extends was formed.

鉄骨梁補強金具14の傾斜した外周面14aは、図7(b)に示すように、その外径が最大となる部分(図中左端部)において、その外径が貫通孔6bの内径より小さくなるように形成されると共に、鉄骨梁補強金具14のフランジ部14bの外径は貫通孔6bの内径より大きくなるように形成されていた。 As shown in FIG. 7B, the inclined outer peripheral surface 14a of the steel beam reinforcing metal fitting 14 has an outer diameter smaller than the inner diameter of the through hole 6b at the portion where the outer diameter is maximum (the left end portion in the drawing). The outer diameter of the flange portion 14b of the steel beam reinforcing metal fitting 14 was formed to be larger than the inner diameter of the through hole 6b.

そして、鉄骨梁補強金具14の中心部には、図7(b)に示すように、鉄骨梁補強金具14を軸線方向に貫通する、鉄骨梁6の貫通孔6bより小さな径の中心孔14cが形成されていた。 Then, as shown in FIG. 7B, a central hole 14c having a diameter smaller than the through hole 6b of the steel beam 6 that penetrates the steel beam reinforcing metal fitting 14 in the axial direction is formed in the central portion of the steel beam reinforcing metal fitting 14. It was formed.

このような鉄骨梁補強金具14が、図7(b)に示すように、その傾斜した外周面14aが鉄骨梁6の貫通孔6bの内周面に対向し、そのフランジ部14bの一方の側面(図中右側面)がウェブ部6aの一方の側面(図中左側面)に接触するように、鉄骨梁6の貫通孔6bの周部に配置されていた。 As shown in FIG. 7B, the inclined outer peripheral surface 14a of such a steel beam reinforcing metal fitting 14 faces the inner peripheral surface of the through hole 6b of the steel beam 6, and one side surface of the flange portion 14b thereof. (Right side surface in the figure) was arranged around the peripheral portion of the through hole 6b of the steel frame beam 6 so as to contact one side surface (left side surface in the figure) of the web portion 6a.

そして、鉄骨梁補強金具14は、図7(b)に示すように、鉄骨梁補強金具14の傾斜した外周面14aと鉄骨梁6の貫通孔6bの内周面を、鉄骨梁6の貫通孔6bの内周面に沿って設けられた溶接部W2において、全周に亘って溶接することにより、鉄骨梁6と一体的に固定されていた。 Then, as shown in FIG. 7B, the steel frame beam reinforcing metal fitting 14 has a through hole of the steel frame beam 6 through the inclined outer peripheral surface 14a of the steel frame beam reinforcing metal fitting 14 and the inner peripheral surface of the through hole 6b of the steel frame beam 6. At the welded portion W2 provided along the inner peripheral surface of 6b, the steel beam 6 was integrally fixed by welding over the entire circumference.

このような従来の鉄骨梁補強金具4,14を用いた従来の鉄骨梁補強構造2,12によれば、鉄骨梁6のウェブ部6aに貫通孔6bが形成されたとしても、貫通孔6bの周部に鉄骨梁補強金具4,14を固定することによって鉄骨梁6のウェブ部6aが補強されるため、鉄骨梁6の強度が低下することを防止することができるようになっていた。 According to the conventional steel beam reinforcing structures 2 and 12 using the conventional steel beam reinforcing metal fittings 4 and 14, even if the through hole 6b is formed in the web portion 6a of the steel beam 6, the through hole 6b Since the web portion 6a of the steel beam 6 is reinforced by fixing the steel beam reinforcing metal fittings 4 and 14 to the peripheral portion, it is possible to prevent the strength of the steel beam 6 from being lowered.

そして、このような従来の鉄骨梁補強構造2,12おいては、鉄骨梁補強金具4,14の材質や、鉄骨梁補強金具4,14の形状、特にその断面形状や断面積の大きさによって、得られる補強強度が決定されるようになっていた。 In such conventional steel beam reinforcing structures 2 and 12, depending on the material of the steel beam reinforcing metal fittings 4 and 14 and the shape of the steel beam reinforcing metal fittings 4 and 14, particularly the cross-sectional shape and the size of the cross-sectional area thereof. , The reinforcing strength to be obtained was to be determined.

特許第4859069号公報Japanese Patent No. 4859069

しかしながら、上述したような従来の鉄骨梁補強金具4,14を用いた従来の鉄骨梁補強構造2,12においては、建築構造物の鉄骨梁6のウェブ部6aに複数の貫通孔6bが形成されるような場合は、これら複数の貫通孔6bの大きさを共通化することができないという問題があった。 However, in the conventional steel beam reinforcing structures 2 and 12 using the conventional steel beam reinforcing metal fittings 4 and 14 as described above, a plurality of through holes 6b are formed in the web portion 6a of the steel beam 6 of the building structure. In such a case, there is a problem that the sizes of the plurality of through holes 6b cannot be made common.

すなわち、例えば、図6(b)に示すような鉄骨梁補強構造2においては、鉄骨梁6に複数の貫通孔6bが形成されるような場合、鉄骨梁6に必要とされる補強強度の大きさは、貫通孔6bの大きさのみによって決定されるのではなく、孔が形成される位置や孔の数によっても影響を受けるようになっていた。 That is, for example, in the steel beam reinforcing structure 2 as shown in FIG. 6B, when a plurality of through holes 6b are formed in the steel beam 6, the reinforcing strength required for the steel beam 6 is large. The strength is determined not only by the size of the through hole 6b, but also by the position where the hole is formed and the number of holes.

そして、図6(b)に示すような鉄骨梁補強構造2においては、鉄骨梁補強金具4の中心孔4bの内径は、これに挿通される配管や配線の量や形状によって決定されるため、より大きな補強強度を得るためには、鉄骨梁補強金具4の外径や厚さ寸法を大きくする必要があり、特に鉄骨梁補強金具4の外径を大きくする場合には、それに応じて鉄骨梁6に形成する貫通孔6bの径を大きくする必要が生じることがあった。 In the steel beam reinforcing structure 2 as shown in FIG. 6B, the inner diameter of the central hole 4b of the steel beam reinforcing metal fitting 4 is determined by the amount and shape of the pipes and wirings inserted therein. In order to obtain a larger reinforcing strength, it is necessary to increase the outer diameter and the thickness dimension of the steel beam reinforcing metal fitting 4, and particularly when the outer diameter of the steel beam reinforcing metal fitting 4 is increased, the steel beam is correspondingly increased. It may be necessary to increase the diameter of the through hole 6b formed in 6.

また、上述したような、図7に示す従来の鉄骨梁補強金具14を用いた従来の鉄骨梁補強構造12においては、鉄骨梁補強金具14を鉄骨梁6の貫通孔6bの周部に固定する作業が煩雑になり、作業効率が低下して作業コストの増大を招くという問題があった。 Further, in the conventional steel frame beam reinforcing structure 12 using the conventional steel frame beam reinforcing metal fitting 14 shown in FIG. 7, the steel frame beam reinforcing metal fitting 14 is fixed to the peripheral portion of the through hole 6b of the steel frame beam 6. There is a problem that the work becomes complicated, the work efficiency is lowered, and the work cost is increased.

すなわち、図7(b)に示すような鉄骨梁補強構造12において、鉄骨梁補強金具14を鉄骨梁6の貫通孔6bの周部に固定する場合は、まず、鉄骨梁6を図7(b)の左側が上になるように90度回転させて寝かせ、鉄骨梁補強金具14を貫通孔6bの周部に載置して、鉄骨梁補強金具14の中心軸と貫通孔6bの中心軸が正確に一致するように位置決めを行い、この状態で鉄骨梁補強金具14のフランジ部14bの外周部とウェブ部6aの側面を数か所溶接する作業を行い、次に、鉄骨梁6を図7(b)の右側が上になるように、鉄骨梁6を持ち上げて180度回転させて裏返し、鉄骨梁補強金具14の外周面14aと鉄骨梁6の貫通孔6bの内周面を溶接する作業を行っていた。 That is, in the steel beam reinforcing structure 12 as shown in FIG. 7 (b), when the steel beam reinforcing metal fitting 14 is fixed to the peripheral portion of the through hole 6b of the steel beam 6, first, the steel beam 6 is attached to FIG. 7 (b). ) Is rotated 90 degrees so that the left side faces up, and the steel beam reinforcing metal fitting 14 is placed on the peripheral portion of the through hole 6b so that the central axis of the steel beam reinforcing metal fitting 14 and the central axis of the through hole 6b are aligned. Positioning is performed so that they match exactly, and in this state, the outer peripheral portion of the flange portion 14b of the steel beam reinforcing metal fitting 14 and the side surface of the web portion 6a are welded in several places, and then the steel beam 6 is shown in FIG. 7. Work of lifting the steel beam 6 so that the right side of (b) is on the top, rotating it 180 degrees, turning it over, and welding the outer peripheral surface 14a of the steel beam reinforcing metal fitting 14 and the inner peripheral surface of the through hole 6b of the steel beam 6. Was going.

このように、鉄骨梁6の貫通孔6bに鉄骨梁補強金具14を固定するためには、非常に重量の大きい鉄骨梁6を持ち上げて180度回転させて裏返し、そのウェブ部6の両側から溶接作業を行う必要があるため、その作業は非常に煩雑なものとなり、その分作業の効率が低下し、作業のコストが増大するという問題があった。 In this way, in order to fix the steel beam reinforcing metal fitting 14 to the through hole 6b of the steel beam 6, the very heavy steel beam 6 is lifted, rotated 180 degrees, turned inside out, and welded from both sides of the web portion 6. Since it is necessary to perform the work, the work becomes very complicated, and there is a problem that the efficiency of the work is lowered and the cost of the work is increased.

そこで本発明は、上記問題点に鑑みて、鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる鉄骨梁補強金具、及びこれを用いた鉄骨梁補強構造を提供することを課題とするものである。 Therefore, in view of the above problems, the present invention can standardize the size of the through hole formed in the steel beam, improve the welding work efficiency, and reduce the work cost. An object of the present invention is to provide a metal fitting and a steel beam reinforcing structure using the metal fitting.

本発明による鉄骨梁補強金具は、上記課題を解決するために、
鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定されるよう構成された
ことを特徴とするものである。
The steel beam reinforcing metal fitting according to the present invention can solve the above problems.
A steel beam reinforcing metal fitting that reinforces the steel beam and has a through hole formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. In addition, the main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole, and
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. It is characterized in that it is configured to be integrally fixed to the steel beam by welding to.

また、本発明による鉄骨梁補強金具は、
前記本体部の外周面は、外径が前記接触端面に向かうにつれて徐々に縮径するテーパ状に傾斜した断面形状を有する円筒状に形成された
ことを特徴とするものである。
Further, the steel beam reinforcing metal fitting according to the present invention is
The outer peripheral surface of the main body is characterized in that it is formed in a cylindrical shape having a tapered cross-sectional shape in which the outer diameter gradually decreases toward the contact end surface.

また、本発明による鉄骨梁補強金具は、
前記本体部の外周面に、溶接目安部が前記外周面の周部に全周に亘って形成された
ことを特徴とするものである。
Further, the steel beam reinforcing metal fitting according to the present invention is
It is characterized in that a welding reference portion is formed on the outer peripheral surface of the main body portion over the entire circumference on the peripheral portion of the outer peripheral surface.

また、本発明による鉄骨梁補強金具は
記突出部は、前記本体部の前記中心孔の周縁部に沿ってその全周に亘り連続して形成された
ことを特徴とするものである。
また、本発明による鉄骨梁補強金具は、
前記突出部は、前記本体部の前記中心孔の周縁部に沿って断続的に形成された
ことを特徴とするものである。
In addition, the steel beam reinforcement bracket according to the present invention,
Before SL protrusion is characterized in that the formed continuously over the entire circumference along the peripheral edge of the central hole of the main body portion.
Further, the steel beam reinforcing metal fitting according to the present invention is
The protruding portion is characterized in that it is formed intermittently along the peripheral edge portion of the central hole of the main body portion.

また、本発明による鉄骨梁補強金具は、
前記突出部の軸線方向の厚さ寸法は、前記鉄骨梁の前記ウェブ部の厚さ寸法と同一、又は、前記ウェブ部の厚さ寸法より少なくとも短く形成された
ことを特徴とするものである。
Further, the steel beam reinforcing metal fitting according to the present invention is
The axial thickness dimension of the protruding portion is the same as the thickness dimension of the web portion of the steel frame beam, or at least shorter than the thickness dimension of the web portion.

また、本発明による鉄骨梁補強構造は、
鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具を用いた鉄骨梁補強構造であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触し、前記突出部が前記鉄骨梁の前記貫通孔に嵌合するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定された
ことを特徴とするものである。
Further, the steel beam reinforcing structure according to the present invention is
A steel beam reinforcing structure using a steel beam reinforcing metal fitting for reinforcing the steel beam, in which a through hole is formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. The main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole so that the protruding portion fits into the through hole of the steel frame beam.
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. It is characterized in that it is integrally fixed to the steel beam by welding to.

また、本発明による鉄骨梁補強構造は
記突出部は、前記本体部の前記中心孔の周縁部に沿ってその全周に亘り連続して形成された
ことを特徴とするものである。
また、本発明による鉄骨梁補強構造は、
前記突出部は、前記本体部の前記中心孔の周縁部に沿って断続的に形成された
ことを特徴とするものである。
Further, the steel beam reinforcement structure according to the present invention,
Before SL protrusion is characterized in that the formed continuously over the entire circumference along the peripheral edge of the central hole of the main body portion.
Further, the steel beam reinforcing structure according to the present invention is
The protruding portion is characterized in that it is formed intermittently along the peripheral edge portion of the central hole of the main body portion.

また、本発明による鉄骨梁補強構造は、
前記鉄骨梁補強金具が固定された前記ウェブ部の側面と同じ側面に、前記鉄骨梁の前記ウェブ部の上下両端部に形成されたフランジ部の近傍であって、かつ、前記フランジ部に沿うように棒状補強金具が固定された
ことを特徴とするものである。
Further, the steel beam reinforcing structure according to the present invention is
On the same side surface as the side surface of the web portion to which the steel beam reinforcing metal fitting is fixed, in the vicinity of the flange portions formed at the upper and lower ends of the web portion of the steel beam portion, and along the flange portion. It is characterized by having a rod-shaped reinforcing metal fitting fixed to it.

このような本発明の鉄骨梁補強金具によれば、
鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定されるよう構成されたことにより、
鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。
According to such a steel beam reinforcing metal fitting of the present invention,
A steel beam reinforcing metal fitting that reinforces the steel beam and has a through hole formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. In addition, the main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole, and
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. By welding to, it is configured to be integrally fixed with the steel beam.
The size of the through hole formed in the steel beam can be made common, the welding work efficiency can be improved, and the work cost can be reduced.

また、このような本発明の鉄骨梁補強構造によれば、
鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具を用いた鉄骨梁補強構造であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触し、前記突出部が前記鉄骨梁の前記貫通孔に嵌合するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定されたことにより、
鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。
Further, according to such a steel beam reinforcing structure of the present invention,
A steel beam reinforcing structure using a steel beam reinforcing metal fitting for reinforcing the steel beam, in which a through hole is formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. The main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole so that the protruding portion fits into the through hole of the steel frame beam.
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. By welding to the steel beam, it was fixed integrally with the steel beam.
The size of the through hole formed in the steel beam can be made common, the welding work efficiency can be improved, and the work cost can be reduced.

本発明の第1の実施の形態に係る鉄骨梁補強金具24を用いた、鉄骨梁補強構造22を示す図であり、図1(a)はその正面図であり、図1(b)は図1(a)のA−A線矢視拡大断面図である。It is a figure which shows the steel-frame beam reinforcement structure 22 using the steel-frame beam reinforcement metal fitting 24 which concerns on 1st Embodiment of this invention, FIG. 1A is a front view thereof, and FIG. 1B is a figure. 1 (a) is an enlarged cross-sectional view taken along the line AA. 図1(b)の鉄骨梁6と鉄骨梁補強金具24の接合部の周辺を拡大して示す拡大断面図である。It is an enlarged sectional view showing the periphery of the joint part of the steel frame beam 6 and the steel frame beam reinforcing metal fitting 24 of FIG. 1B in an enlarged manner. 図1に示す鉄骨梁補強金具24の本体部26の外周面26aの、他の形態の外周面26aが設けられた鉄骨梁補強金具24を示す拡大断面図である。It is an enlarged sectional view which shows the steel frame beam reinforcement metal fitting 24 provided with the outer peripheral surface 26a of another form of the outer peripheral surface 26a of the main body part 26 of the steel frame beam reinforcement metal fitting 24 shown in FIG. 本発明の第2の実施の形態に係る鉄骨梁補強金具34を用いた、鉄骨梁補強構造32を示す図であり、図4(a)はその断面図であり、図4(b)は鉄骨梁6と鉄骨梁補強金具34の接合部の周辺を拡大して示す拡大断面図である。It is a figure which shows the steel beam reinforcement structure 32 which used the steel beam reinforcement metal fitting 34 which concerns on 2nd Embodiment of this invention, FIG. 4A is a sectional view | FIG. It is an enlarged cross-sectional view which shows the periphery of the joint part of the beam 6 and the steel frame beam reinforcing metal fitting 34 in an enlarged manner. 本発明の第3の実施の形態に係る鉄骨梁補強金具44を用いた、鉄骨梁補強構造42を示す図であり、図5(a)はその正面図であり、図5(b)は図5(a)のB−B線矢視拡大断面図である。It is a figure which shows the steel-frame beam reinforcement structure 42 using the steel-frame beam reinforcement metal fitting 44 which concerns on 3rd Embodiment of this invention, FIG. 5 (a) is an enlarged cross-sectional view taken along the line BB. 従来の鉄骨梁補強金具4を用いた、従来の鉄骨梁補強構造2を示す図であり、図6(a)はその正面図であり、図6(b)は図6(a)のC−C線矢視拡大断面図である。It is a figure which shows the conventional steel beam reinforcement structure 2 using the conventional steel beam reinforcement metal fitting 4, FIG. 6 (a) is a front view thereof, and FIG. 6 (b) is C- It is a C-line enlarged cross-sectional view. 従来の鉄骨梁補強金具14を用いた、従来の鉄骨梁補強構造12を示す図であり、図7(a)はその正面図であり、図7(b)は図7(a)のD−D線矢視拡大断面図である。It is a figure which shows the conventional steel beam reinforcement structure 12 using the conventional steel beam reinforcement metal fitting 14, FIG. 7 (a) is a front view thereof, and FIG. 7 (b) is D- It is an enlarged cross-sectional view taken along line D.

以下、本発明に係る鉄骨梁補強金具、及びこれを用いた鉄骨梁補強構造を実施するための形態について、図面に基づいて具体的に説明する。 Hereinafter, a steel beam reinforcing metal fitting according to the present invention and a mode for carrying out a steel beam reinforcing structure using the same will be specifically described with reference to the drawings.

図1及び図2は、本発明の第1の実施の形態に係る鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造22について説明するために参照する図である。なお、図6及び図7に示した従来の鉄骨梁補強金具4,14、及びこれを用いた従来の鉄骨梁補強構造2,12と同様の部分については、一部を除き同じ符号を付して説明するものとする。 1 and 2 are views to be referred to for explaining the steel beam reinforcing metal fitting 24 according to the first embodiment of the present invention and the steel beam reinforcing structure 22 using the same. The conventional steel beam reinforcing metal fittings 4 and 14 shown in FIGS. 6 and 7 and the same parts as the conventional steel beam reinforcing structures 2 and 12 using the same are designated by the same reference numerals except for a part. It shall be explained.

本実施の形態に係る鉄骨梁補強構造22は、図1に示すように、建築構造物の一部を構成する鉄骨梁6と、この鉄骨梁6のウェブ部6aに形成された、ウェブ部6aを厚さ方向に貫通する断面が円形の貫通孔6bの周部に固定された円環状の鉄骨梁補強金具24を備えている。 As shown in FIG. 1, the steel beam reinforcing structure 22 according to the present embodiment includes a steel beam 6 forming a part of a building structure and a web portion 6a formed on a web portion 6a of the steel beam 6. An annular steel beam reinforcing metal fitting 24 fixed to the peripheral portion of the through hole 6b having a circular cross section in the thickness direction is provided.

鉄骨梁補強金具24は、図1に示すように、鉄骨梁6の貫通孔6bと略同一の中心軸を有する円環状に形成された本体部26と、この本体部26の軸線方向の一方の端面(図1(b)中左端面)から突出するように形成された突出部28を備えている。 As shown in FIG. 1, the steel beam reinforcing metal fitting 24 has a main body 26 formed in an annular shape having a central axis substantially the same as the through hole 6b of the steel beam 6, and one of the main body 26 in the axial direction. It is provided with a protruding portion 28 formed so as to protrude from an end surface (the left end surface in FIG. 1B).

鉄骨梁補強金具24の本体部26は、図1(b)に示すように、その外周部に、その外径が鉄骨梁6の貫通孔6bの内径より大きな円筒状の外周面26aが形成され、その中心部に、本体部26を軸線方向(図中左右方向)に貫通する断面が円形の中心孔26bが形成され、この中心孔26bは、その内径が鉄骨梁6の貫通孔6bの内径より小さくなるように形成されている。 As shown in FIG. 1B, the main body 26 of the steel beam reinforcing metal fitting 24 has a cylindrical outer peripheral surface 26a having an outer diameter larger than the inner diameter of the through hole 6b of the steel beam 6 formed on the outer peripheral portion thereof. A central hole 26b having a circular cross section is formed in the central portion thereof so as to penetrate the main body portion 26 in the axial direction (left-right direction in the drawing), and the inner diameter of the central hole 26b is the inner diameter of the through hole 6b of the steel frame beam 6. It is formed to be smaller.

そして、図2に示すように、鉄骨梁補強金具24の本体部26の軸線方向(図中左右方向)の一方の端面(図中左側の端面)には、鉄骨梁6のウェブ部6aの側面と略並行な接触端面26cが形成されている。 Then, as shown in FIG. 2, one end surface (left end surface in the figure) of the main body portion 26 of the steel frame beam reinforcing metal fitting 24 in the axial direction (left-right direction in the figure) is a side surface of the web portion 6a of the steel frame beam 6. A contact end face 26c substantially parallel to the above is formed.

これにより、鉄骨梁補強金具24の接触端面26cは、図2に示すように、その外形が鉄骨梁6の貫通孔6bの断面形状より大きくなるように形成されている。 As a result, as shown in FIG. 2, the contact end surface 26c of the steel frame beam reinforcing metal fitting 24 is formed so that its outer shape is larger than the cross-sectional shape of the through hole 6b of the steel frame beam 6.

鉄骨梁補強金具24の突出部28は、図2に示すように、本体部26の接触端面26cの最も中心軸寄りの部分、すなわち本体部26の中心孔26bの周縁部から、軸線方向(図中左側)に突出するように形成されている。 As shown in FIG. 2, the protruding portion 28 of the steel beam reinforcing metal fitting 24 is located in the axial direction from the portion closest to the central axis of the contact end surface 26c of the main body portion 26, that is, the peripheral portion of the central hole 26b of the main body portion 26 (FIG. It is formed so as to protrude to the middle left side).

突出部28は、図2に示すように、その外周部に、外径が鉄骨梁6の貫通孔6bの内径と略同一の円筒状の外周面28aが形成され、その中心部に、本体環部26の中心孔26bと略同一の径の中心孔28bが形成されている。 As shown in FIG. 2, the protruding portion 28 has a cylindrical outer peripheral surface 28a having an outer diameter substantially the same as the inner diameter of the through hole 6b of the steel frame beam 6 formed on the outer peripheral portion thereof, and a main body ring at the central portion thereof. A central hole 28b having substantially the same diameter as the central hole 26b of the portion 26 is formed.

これにより、鉄骨梁補強金具24の突出部28は、図2に示すように、その外周面28aの軸線方向に垂直な断面形状が、鉄骨梁6の貫通孔6bの断面形状と略同一になるように形成されている。 As a result, as shown in FIG. 2, the protruding portion 28 of the steel frame beam reinforcing metal fitting 24 has a cross-sectional shape perpendicular to the axial direction of the outer peripheral surface 28a thereof, which is substantially the same as the cross-sectional shape of the through hole 6b of the steel frame beam 6. It is formed like this.

そして、図2に示すように、鉄骨梁補強金具24の突出部28の軸線方向(図中左右方向)の厚さ寸法は、鉄骨梁6のウェブ部6aの厚さ寸法より小さくなるように形成されている。 Then, as shown in FIG. 2, the thickness dimension of the protruding portion 28 of the steel frame beam reinforcing metal fitting 24 in the axial direction (left-right direction in the drawing) is formed to be smaller than the thickness dimension of the web portion 6a of the steel frame beam 6. Has been done.

このような鉄骨梁補強金具24が、図1(b)及び図2に示すように、その接触端面26cが鉄骨梁6のウェブ部6aの側面に接触すると共に、その突出部28の外周面28aが鉄骨梁6の貫通孔6bの内周面に接触して嵌合するように、鉄骨梁6の貫通孔6bの周部に配置されている。 As shown in FIGS. 1B and 2, the contact end surface 26c of such a steel beam reinforcing metal fitting 24 comes into contact with the side surface of the web portion 6a of the steel beam 6, and the outer peripheral surface 28a of the protruding portion 28 thereof. Is arranged in the peripheral portion of the through hole 6b of the steel frame beam 6 so as to contact and fit the inner peripheral surface of the through hole 6b of the steel frame beam 6.

そして、鉄骨梁補強金具24は、図1(b)に示すように、鉄骨梁補強金具24の外周面26aと鉄骨梁6のウェブ部6aの一方の側面(図中右側面)を、外周面26aの周部に沿って設けられた溶接部Wにおいて、全周に亘って溶接することにより、鉄骨梁6と一体的に固定されている。 Then, as shown in FIG. 1B, the steel frame beam reinforcing metal fitting 24 has an outer peripheral surface 26a of the steel frame beam reinforcing metal fitting 24 and one side surface (right side surface in the drawing) of the web portion 6a of the steel frame beam 6. The welded portion W provided along the peripheral portion of 26a is integrally fixed to the steel frame beam 6 by welding over the entire circumference.

このような鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造22によれば、建築構造物の鉄骨梁6のウェブ部6aに複数の貫通孔6bが形成されるような場合であっても、複数の貫通孔6bの大きさを予め共通化して形成することができる。 According to such a steel beam reinforcing metal fitting 24 and a steel beam reinforcing structure 22 using the same, a plurality of through holes 6b are formed in the web portion 6a of the steel beam 6 of the building structure. Also, the sizes of the plurality of through holes 6b can be made common in advance.

すなわち、鉄骨梁6に形成された貫通孔6bの位置や数によって、より大きな補強強度を必要とされる場合であっても、鉄骨梁補強金具24の本体部26の外径や厚さを大きくすればよく、鉄骨梁補強金具24の大きさや形状によって貫通孔6bの内径を変更する必要がないため、貫通孔6bの大きさを予め決定し共通化しておくことができるようになっている。 That is, even if a larger reinforcing strength is required depending on the position and number of the through holes 6b formed in the steel beam 6, the outer diameter and thickness of the main body 26 of the steel beam reinforcing metal fitting 24 can be increased. Since it is not necessary to change the inner diameter of the through hole 6b depending on the size and shape of the steel beam reinforcing metal fitting 24, the size of the through hole 6b can be determined in advance and made common.

また、このような鉄骨梁補強構造22、及びこれに用いられる鉄骨梁補強金具24によれば、鉄骨梁補強金具24を鉄骨梁6の貫通孔6bの周部に固定する作業が簡略化されるため、作業効率が向上され、作業コストを低減することができる。 Further, according to the steel beam reinforcing structure 22 and the steel beam reinforcing metal fitting 24 used therein, the work of fixing the steel beam reinforcing metal fitting 24 to the peripheral portion of the through hole 6b of the steel frame beam 6 is simplified. Therefore, the work efficiency is improved and the work cost can be reduced.

すなわち、図1(b)に示すような鉄骨梁補強構造22において、鉄骨梁補強金具24を鉄骨梁6の貫通孔6bの周部に固定する場合は、鉄骨梁6を図1(b)の右側が上になるように90度回転させて寝かせ、鉄骨梁補強金具24を貫通孔6bの周部に載置し、この状態で鉄骨梁補強金具24の本体部26の外周面26aと鉄骨梁6のウェブ部6aを溶接する作業を行う。 That is, in the steel beam reinforcing structure 22 as shown in FIG. 1 (b), when the steel beam reinforcing metal fitting 24 is fixed to the peripheral portion of the through hole 6b of the steel beam 6, the steel beam 6 is shown in FIG. 1 (b). Rotate it 90 degrees so that the right side is on top, lay it down, place the steel beam reinforcing metal fitting 24 on the peripheral part of the through hole 6b, and in this state, the outer peripheral surface 26a of the main body 26 of the steel beam reinforcing metal fitting 24 and the steel beam. The work of welding the web portion 6a of No. 6 is performed.

このとき、鉄骨梁補強金具24の突出部28が鉄骨梁6の貫通孔6bに嵌合することにより、鉄骨梁補強金具24の中心軸と貫通孔6bの中心軸が正確に一致するようになっており、鉄骨梁補強金具24の位置決めを容易に行うことができるようになっている。 At this time, the protruding portion 28 of the steel beam reinforcing metal fitting 24 is fitted into the through hole 6b of the steel beam 6, so that the central axis of the steel beam reinforcing metal fitting 24 and the central axis of the through hole 6b are exactly aligned. Therefore, the steel beam reinforcing metal fitting 24 can be easily positioned.

このように、鉄骨梁補強金具24を鉄骨梁6の貫通孔6bの周部に固定する作業において、鉄骨梁6を持ち上げて180度回転させて裏返す必要がなく、容易に位置決めを行うことができるため、作業が簡略されて、その分作業効率が向上し、作業コストを低減することができる。 In this way, in the work of fixing the steel frame beam reinforcing metal fitting 24 to the peripheral portion of the through hole 6b of the steel frame beam 6, it is not necessary to lift the steel frame beam 6 and rotate it 180 degrees to turn it over, and positioning can be easily performed. Therefore, the work is simplified, the work efficiency is improved accordingly, and the work cost can be reduced.

このように、本実施の形態に係る鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造22によれば、鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。 As described above, according to the steel beam reinforcing metal fitting 24 according to the present embodiment and the steel beam reinforcing structure 22 using the same, the size of the through hole formed in the steel beam can be made common, and welding can be performed. It is possible to improve the work efficiency and reduce the work cost.

図3は、前記第1の実施の形態に係る鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造22の、鉄骨梁補強金具24の外周面26aの形態について、他の形態の外周面26aについて説明するために参照する図である。 FIG. 3 shows the outer peripheral surface 26a of the steel beam reinforcing metal fitting 24 of the steel beam reinforcing metal fitting 24 according to the first embodiment and the steel frame beam reinforcing structure 22 using the same. It is a figure which is referred to for explaining 26a.

図3(a)においては、鉄骨梁補強金具24の外周面26aは、外径が本体部26の接触端面26cに向かうにつれて徐々に縮径するような、テーパ状に傾斜した断面形状を有する円筒状に形成されている。 In FIG. 3A, the outer peripheral surface 26a of the steel beam reinforcing metal fitting 24 is a cylinder having a tapered cross-sectional shape such that the outer diameter gradually decreases toward the contact end surface 26c of the main body 26. It is formed in a shape.

また、図3(b)においては、鉄骨梁補強金具24の外周面26aは、軸線方向(図中左右方向)の略中央位置に段差部26d(溶接目安部)が形成され、この段差部26dの軸線方向の接触端面26c側(図中左側)の部分では、その外径がわずかに小さくなるように形成されている。そして、この段差部26dは、外周面26aの周部に全周に亘って連続して形成されている。 Further, in FIG. 3B, a step portion 26d (welding reference portion) is formed on the outer peripheral surface 26a of the steel frame beam reinforcing metal fitting 24 at a substantially central position in the axial direction (left-right direction in the drawing), and the step portion 26d is formed. The outer diameter of the portion on the 26c side (left side in the drawing) of the contact end surface in the axial direction of the above is formed so as to be slightly smaller. The stepped portion 26d is continuously formed on the peripheral portion of the outer peripheral surface 26a over the entire circumference.

また、図3(c)においては、鉄骨梁補強金具24の本体部26の外周面26aは、軸線方向(図中左右方向)の略中央位置に、外周面26aから中心軸方向へ向けて略U字状に凹んだ溝部26e(溶接目安部)が形成され、この溝部26eが、外周面26aの周部に全周に亘って形成されている。 Further, in FIG. 3C, the outer peripheral surface 26a of the main body 26 of the steel frame beam reinforcing metal fitting 24 is substantially at the center position in the axial direction (left-right direction in the figure) from the outer peripheral surface 26a toward the central axis direction. A U-shaped recessed groove portion 26e (welding reference portion) is formed, and the groove portion 26e is formed on the peripheral portion of the outer peripheral surface 26a over the entire circumference.

その他の構成は、前記第1の実施の形態に係る鉄骨梁補強金具24と同様であるため、このような形態の外周面26aが形成された鉄骨梁補強金具24を用いた鉄骨梁補強構造22であっても、鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。 Since other configurations are the same as those of the steel beam reinforcing metal fitting 24 according to the first embodiment, the steel beam reinforcing structure 22 using the steel beam reinforcing metal fitting 24 on which the outer peripheral surface 26a of such a form is formed is formed. Even so, the size of the through hole formed in the steel beam can be made common, the welding work efficiency can be improved, and the work cost can be reduced.

また、このような形態の外周面26aを有する鉄骨梁補強金具24を用いることによって、鉄骨梁補強金具24を鉄骨梁6の貫通孔6bの周部に固定する溶接作業の効率をより向上させることができる。 Further, by using the steel beam reinforcing metal fitting 24 having the outer peripheral surface 26a of such a form, the efficiency of the welding work for fixing the steel beam reinforcing metal fitting 24 to the peripheral portion of the through hole 6b of the steel frame beam 6 can be further improved. Can be done.

すなわち、図3(a)に示すような外周面26aを有する鉄骨梁補強金具24においては、図1に示すような鉄骨梁補強金具24と比べて、鉄骨梁6のウェブ部6aの側面と外周面26aとの角度(開先角度)が小さくなるため、その分溶接量が少なくなり、溶接時の熱による溶接部の変形も少なくなるようになっている。 That is, in the steel beam reinforcing metal fitting 24 having the outer peripheral surface 26a as shown in FIG. 3A, the side surface and the outer periphery of the web portion 6a of the steel beam 6 are compared with the steel beam reinforcing metal fitting 24 as shown in FIG. Since the angle (groove angle) with the surface 26a is reduced, the amount of welding is reduced accordingly, and the deformation of the welded portion due to heat during welding is also reduced.

そして、図3(b)及び(c)に示すような外周面26aを有する鉄骨梁補強金具24においては、鉄骨梁補強金具24を鉄骨梁6に溶接するときに、段差部26dや溝部26eの位置を、必要な溶接のど厚の目安にして溶接することができるようになっている。 Then, in the steel beam reinforcing metal fitting 24 having the outer peripheral surface 26a as shown in FIGS. 3B and 3C, when the steel beam reinforcing metal fitting 24 is welded to the steel frame beam 6, the step portion 26d and the groove portion 26e are formed. The position can be used as a guide for the required welding throat thickness for welding.

図4は、本発明の第2の実施の形態に係る鉄骨梁補強金具34、及びこれを用いた鉄骨梁補強構造32について説明するために参照する図である。 FIG. 4 is a diagram referred to for explaining the steel beam reinforcing metal fitting 34 according to the second embodiment of the present invention and the steel beam reinforcing structure 32 using the same.

本実施の形態に係る鉄骨梁補強構造32は、前記第1の実施の形態に係る鉄骨梁補強構造22における鉄骨梁補強金具24の代わりに、図4に示すような2つの鉄骨梁補強金具34,34を備える点において、前記第1の実施の形態に係る鉄骨梁補強構造22とはその構成が異なるものである。 The steel beam reinforcing structure 32 according to the present embodiment has two steel beam reinforcing metal fittings 34 as shown in FIG. 4 instead of the steel beam reinforcing metal fittings 24 in the steel frame beam reinforcing structure 22 according to the first embodiment. , 34 is provided, which is different from the steel beam reinforcing structure 22 according to the first embodiment.

2つの鉄骨梁補強金具34はそれぞれが、図4(b)に示すように、その突出部38の軸線方向(図中左右方向)の厚さ寸法tが、鉄骨梁6のウェブ部6aの厚さ寸法Tの2分の1より小さくなるように形成されている。 As shown in FIG. 4B, each of the two steel beam reinforcing metal fittings 34 has a thickness dimension t in the axial direction (left-right direction in the figure) of the protruding portion 38, which is the thickness of the web portion 6a of the steel beam 6. It is formed so as to be smaller than half of the dimension T.

そのため、このような鉄骨梁補強金具34を、図4(a)及び(b)に示すように、鉄骨梁6の貫通孔6bの両端部にそれぞれ配置することができるようになっており、それぞれの鉄骨梁補強金具34の突出部38が、お互いに接触して干渉することなく、鉄骨梁6の貫通孔6bに左右両端部から嵌合するように配置することができるようになっている。 Therefore, as shown in FIGS. 4A and 4B, such steel beam reinforcing metal fittings 34 can be arranged at both ends of the through holes 6b of the steel beam 6, respectively. The protruding portions 38 of the steel frame beam reinforcing metal fittings 34 can be arranged so as to fit into the through holes 6b of the steel frame beam 6 from the left and right end portions without contacting and interfering with each other.

そして、2つの鉄骨梁補強金具34,34は、図4(a)に示すように、それぞれの鉄骨梁補強金具34の外周面と鉄骨梁6のウェブ部6aの一方の側面を、本体部26の外周面に沿って設けられた溶接部Wにおいて、全周に亘って溶接することにより、鉄骨梁6と一体的に固定されている。 Then, as shown in FIG. 4A, the two steel beam reinforcing metal fittings 34 and 34 have the outer peripheral surface of each steel frame beam reinforcing metal fitting 34 and one side surface of the web portion 6a of the steel frame beam 6 as the main body portion 26. In the welded portion W provided along the outer peripheral surface of the steel frame beam 6, the steel frame beam 6 is integrally fixed by welding over the entire circumference.

その他の構成は、前記第1の実施の形態に係る鉄骨梁補強金具24と同様であるため、このような鉄骨梁補強金具34を用いた鉄骨梁補強構造32であっても、鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。 Since other configurations are the same as those of the steel beam reinforcing metal fitting 24 according to the first embodiment, even a steel beam reinforcing structure 32 using such a steel beam reinforcing metal fitting 34 is formed on the steel beam. It is possible to standardize the size of the through holes to be formed, improve the welding work efficiency, and reduce the work cost.

また、本実施の形態に係る鉄骨梁補強金具34、及びこれを用いた鉄骨梁補強構造32によれば、鉄骨梁補強金具34を2つ用いることにより、1つの鉄骨梁補強金具34では得られる補強強度が不足してしまうような場合であっても、鉄骨梁補強金具34の大きさや形状を変更することなく、より大きな補強強度を容易に得ることができる。 Further, according to the steel beam reinforcing metal fitting 34 according to the present embodiment and the steel frame beam reinforcing structure 32 using the same, one steel beam reinforcing metal fitting 34 can be obtained by using two steel beam reinforcing metal fittings 34. Even when the reinforcing strength is insufficient, a larger reinforcing strength can be easily obtained without changing the size and shape of the steel beam reinforcing metal fitting 34.

図5は、本発明の第3の実施の形態に係る鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造42について説明するために参照する図である。 FIG. 5 is a diagram referred to for explaining the steel beam reinforcing metal fitting 24 according to the third embodiment of the present invention and the steel beam reinforcing structure 42 using the same.

本実施の形態に係る鉄骨梁補強構造42は、前記第1の実施の形態に係る鉄骨梁補強構造22における鉄骨梁補強金具24に加えて、図5に示すような、2つの棒状補強金具44が設けられている点において、前記第1の実施の形態に係る鉄骨梁補強構造22とはその構成が異なるものである。 The steel beam reinforcing structure 42 according to the present embodiment has two rod-shaped reinforcing metal fittings 44 as shown in FIG. 5, in addition to the steel beam reinforcing metal fittings 24 in the steel frame beam reinforcing structure 22 according to the first embodiment. The structure is different from that of the steel beam reinforcing structure 22 according to the first embodiment.

棒状補強金具44は、図5(a)に示すように、図中左右方向に細長く伸びる棒状の部材であって、2つの棒状補強金具44が、図5(b)に示すように、鉄骨梁補強金具24が溶接されている鉄骨梁6のウェブ部6aの側面と同じ側面(図中右側面)の、鉄骨梁6の貫通孔6bから上下それぞれに所定の間隔を置いた位置に、図5(a)に示すように、鉄骨梁6のウェブ部6aの上下両端部に形成されたフランジ部6cの近傍であって、かつ、フランジ部6cに沿って図中左右方向に伸びるように配置されている。 As shown in FIG. 5A, the rod-shaped reinforcing metal fitting 44 is a rod-shaped member extending in the left-right direction in the drawing, and the two rod-shaped reinforcing metal fittings 44 are steel beams as shown in FIG. 5B. FIG. 5 is located on the same side surface (right side surface in the drawing) as the side surface of the web portion 6a of the steel frame beam 6 to which the reinforcing metal fitting 24 is welded, at positions at predetermined intervals above and below the through hole 6b of the steel frame beam 6. As shown in (a), the steel beam 6 is arranged so as to be in the vicinity of the flange portions 6c formed at the upper and lower ends of the web portion 6a and to extend in the left-right direction in the drawing along the flange portion 6c. ing.

そして、図5(b)に示すように、棒状補強金具44は、その長さ方向(図の紙面と垂直方向)の辺部に沿って設けられた溶接部wにおいて溶接することにより、鉄骨梁6と一体的に固定されている。 Then, as shown in FIG. 5B, the rod-shaped reinforcing metal fitting 44 is welded at a welded portion w provided along a side portion in the length direction (perpendicular to the paper surface in the drawing) to form a steel beam. It is fixed integrally with 6.

その他の構成は、前記第1の実施の形態に係る鉄骨梁補強構造22と同様であり、このような鉄骨梁補強金具24を用いた鉄骨梁補強構造42によっても、鉄骨梁に形成する貫通孔の大きさを共通化することができると共に、溶接の作業効率を向上させ、作業コストを低減することができる。 Other configurations are the same as those of the steel beam reinforcing structure 22 according to the first embodiment, and the through hole formed in the steel beam is also formed by the steel beam reinforcing structure 42 using such a steel beam reinforcing metal fitting 24. It is possible to standardize the size of the beams, improve the work efficiency of welding, and reduce the work cost.

また、本実施の形態に係る鉄骨梁補強金具24、及びこれを用いた鉄骨梁補強構造42によれば、鉄骨梁補強金具24では得られる補強強度が不足してしまうような場合であっても、2つの棒状補強金具44を用いることにより、鉄骨梁補強金具24の大きさや形状を変更することなく、より大きな補強強度を容易に得ることができる。 Further, according to the steel beam reinforcing metal fitting 24 according to the present embodiment and the steel beam reinforcing structure 42 using the steel frame beam reinforcing metal fitting 24, even if the reinforcing strength obtained by the steel frame beam reinforcing metal fitting 24 is insufficient. By using the two rod-shaped reinforcing metal fittings 44, it is possible to easily obtain a larger reinforcing strength without changing the size and shape of the steel frame beam reinforcing metal fitting 24.

なお、本発明は、前記第1ないし第3の実施の形態のみに限定されるものではなく、本発明の目的を達成することができる範囲内であれば、種々の変更が可能である。 The present invention is not limited to the first to third embodiments, and various modifications can be made as long as the object of the present invention can be achieved.

例えば、前記第1ないし第3の実施の形態に係る鉄骨梁補強構造22,32,42においては、鉄骨梁6のウェブ部6aに形成された貫通孔6bは、その断面形状が円形に形成されていたが、貫通孔6bの断面形状は円形に限定されず、例えば、四角形や八角形等の円形以外の断面形状の貫通孔6bが形成されていてもよい。 For example, in the steel beam reinforcing structures 22, 32, 42 according to the first to third embodiments, the through hole 6b formed in the web portion 6a of the steel beam 6 has a circular cross-sectional shape. However, the cross-sectional shape of the through hole 6b is not limited to a circular shape, and for example, a through hole 6b having a cross-sectional shape other than a circular shape such as a quadrangle or an octagon may be formed.

また、前記第1の実施の形態に係る鉄骨梁補強構造22においては、鉄骨梁補強金具24の突出部28は、本体部26の中心孔26bの周縁部に沿ってその全周に亘って形成されたような円筒状又は円環状に形成されていたが、鉄骨梁補強金具24の突出部28は、中心孔26bの周縁部に沿って、断続的に形成されるようになっていてもよい。 Further, in the steel beam reinforcing structure 22 according to the first embodiment, the protruding portion 28 of the steel beam reinforcing metal fitting 24 is formed along the peripheral edge of the central hole 26b of the main body 26 over the entire circumference thereof. Although it was formed in a cylindrical shape or an annular shape as described above, the protruding portion 28 of the steel beam reinforcing metal fitting 24 may be formed intermittently along the peripheral edge portion of the central hole 26b. ..

また、前記第1の実施の形態に係る鉄骨梁補強構造22おいては、鉄骨梁補強金具24の軸線方向の接触端面26cと反対側の端面は平坦に形成されていたが、接触端面26cと反対側の端面は平坦に形成されていなくてもよい。 Further, in the steel beam reinforcing structure 22 according to the first embodiment, the end face opposite to the axial contact end face 26c of the steel beam reinforcing metal fitting 24 was formed flat, but the contact end face 26c The opposite end face does not have to be formed flat.

2 鉄骨梁補強構造
4 鉄骨梁補強金具
4a 外周面
4b 中心孔
6 鉄骨梁
6a ウェブ部
6b 貫通孔
6c フランジ部
12 鉄骨梁補強構造
14 鉄骨梁補強金具
14a 外周面
14b フランジ部
14c 中心孔
22 鉄骨梁補強構造
24 鉄骨梁補強金具
26 本体部
26a 外周面
26b 中心孔
26c 接触端面
26d 段差部
26e 溝部
28 突出部
28a 外周面
28b 中心孔
32 鉄骨梁補強構造
34 鉄骨梁補強金具
38 突出部
42 鉄骨梁補強構造
44 棒状補強金具
W1,W2,W 溶接部
2 Steel beam reinforcement structure 4 Steel beam reinforcement metal fittings 4a Outer peripheral surface 4b Center hole 6 Steel beam 6a Web part 6b Through hole 6c Flange part 12 Steel beam reinforcement structure 14 Steel beam reinforcement metal fittings 14a Outer outer surface 14b Flange part 14c Central hole 22 Reinforcement structure 24 Steel beam reinforcement metal fittings 26 Main body 26a Outer peripheral surface 26b Center hole 26c Contact end surface 26d Stepped part 26e Groove part 28 Protruding part 28a Outer peripheral surface 28b Central hole 32 Steel beam reinforcement structure 34 Steel beam reinforcement metal fittings 38 Protruding part 42 Structure 44 Bar-shaped reinforcing metal fittings W1, W2, W Welded parts

Claims (10)

鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定されるよう構成された
ことを特徴とする鉄骨梁補強金具。
A steel beam reinforcing metal fitting that reinforces the steel beam and has a through hole formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. In addition, the main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole, and
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. A steel beam reinforcing metal fitting that is configured to be integrally fixed to the steel beam by welding to.
前記本体部の外周面は、外径が前記接触端面に向かうにつれて徐々に縮径するテーパ状に傾斜した断面形状を有する円筒状に形成された
ことを特徴とする請求項1に記載の鉄骨梁補強金具。
The steel beam according to claim 1, wherein the outer peripheral surface of the main body is formed in a cylindrical shape having a tapered cross-sectional shape in which the outer diameter gradually decreases toward the contact end surface. Reinforcing bracket.
前記本体部の外周面に、溶接目安部が前記外周面の周部に全周に亘って形成された
ことを特徴とする請求項1又は2に記載の鉄骨梁補強金具。
The steel beam reinforcing metal fitting according to claim 1 or 2, wherein a welding reference portion is formed on the outer peripheral surface of the main body portion over the entire circumference of the peripheral portion of the outer peripheral surface.
前記突出部は、前記本体部の前記中心孔の周縁部に沿ってその全周に亘り連続して形成された
ことを特徴とする請求項1から3のいずれかに記載の鉄骨梁補強金具。
The steel beam reinforcing metal fitting according to any one of claims 1 to 3, wherein the protruding portion is continuously formed along the peripheral edge portion of the central hole of the main body portion over the entire circumference thereof.
前記突出部は、前記本体部の前記中心孔の周縁部に沿って断続的に形成された
ことを特徴とする請求項1から3のいずれかに記載の鉄骨梁補強金具。
The steel beam reinforcing metal fitting according to any one of claims 1 to 3, wherein the protruding portion is formed intermittently along the peripheral edge portion of the central hole of the main body portion.
前記突出部の軸線方向の厚さ寸法は、前記鉄骨梁の前記ウェブ部の厚さ寸法と同一、又は、前記ウェブ部の厚さ寸法より少なくとも短く形成された
ことを特徴とする請求項1から5のいずれかに記載の鉄骨梁補強金具。
From claim 1, the axial thickness dimension of the protruding portion is the same as the thickness dimension of the web portion of the steel frame beam, or at least shorter than the thickness dimension of the web portion. The steel beam reinforcing metal fitting according to any one of 5.
鉄骨梁のウェブ部を厚さ方向に貫通する貫通孔が形成された、前記鉄骨梁を補強する鉄骨梁補強金具を用いた鉄骨梁補強構造であって、
前記鉄骨梁補強金具は、前記鉄骨梁の前記貫通孔と略同一の中心軸を有する環状に形成された本体部を備え、
前記本体部の中心部には、前記本体部を軸線方向に貫通する、前記貫通孔より小さな径の中心孔が形成され、
前記本体部の軸線方向の一方の端面には、前記鉄骨梁の前記ウェブ部の側面と略平行、かつ前記ウェブ部の側面と接触する接触端面が形成され、
前記接触端面の外形は、前記鉄骨梁の前記貫通孔の断面形状より大きく形成され、
前記本体部の前記接触端面には、前記接触端面から軸線方向に突出する突出部が形成され、
前記突出部の外周面の断面形状は、前記鉄骨梁の前記貫通孔の断面形状と略同一になるように形成され、
前記鉄骨梁補強金具は、前記本体部の前記接触端面の、前記突出部より前記本体部の軸線方向に対して直角な半径方向の外側の部分が、前記ウェブ部の側面に沿って接触し、前記突出部が前記鉄骨梁の前記貫通孔に嵌合するように、前記本体部が前記鉄骨梁の前記ウェブ部の側面よりも前記貫通孔の軸線方向外側に配置されると共に、
前記ウェブ部の前記貫通孔の軸線方向の片側から、前記鉄骨梁補強金具の前記本体部の外周面の周部に沿って、全周に亘って、前記ウェブ部の前記軸線方向の片側の側面に溶接することにより、前記鉄骨梁と一体的に固定された
ことを特徴とする鉄骨梁補強構造。
A steel beam reinforcing structure using a steel beam reinforcing metal fitting for reinforcing the steel beam, in which a through hole is formed through the web portion of the steel beam in the thickness direction.
The steel beam reinforcing metal fitting includes a main body portion formed in an annular shape having a central axis substantially the same as the through hole of the steel beam.
In the central portion of the main body portion, a central hole having a diameter smaller than that of the through hole is formed so as to penetrate the main body portion in the axial direction.
A contact end surface that is substantially parallel to the side surface of the web portion of the steel frame beam and is in contact with the side surface of the web portion is formed on one end surface of the main body portion in the axial direction.
The outer shape of the contact end face is formed to be larger than the cross-sectional shape of the through hole of the steel beam.
On the contact end surface of the main body portion, a protruding portion protruding in the axial direction from the contact end surface is formed.
The cross-sectional shape of the outer peripheral surface of the protruding portion is formed so as to be substantially the same as the cross-sectional shape of the through hole of the steel frame beam.
In the steel beam reinforcing metal fitting, the outer portion of the contact end surface of the main body portion in the radial direction perpendicular to the axial direction of the main body portion from the protruding portion comes into contact with the side surface of the web portion. The main body portion is arranged outside the side surface of the web portion of the steel frame beam in the axial direction of the through hole so that the protruding portion fits into the through hole of the steel frame beam.
From one side of the web portion in the axial direction of the through hole to the entire circumference along the peripheral portion of the outer peripheral surface of the main body portion of the steel frame beam reinforcing metal fitting, the side surface of the web portion on one side in the axial direction. A steel beam reinforced structure characterized in that it is integrally fixed to the steel beam by welding to.
前記突出部は、前記本体部の前記中心孔の周縁部に沿ってその全周に亘り連続して形成された
ことを特徴とする請求項7に記載の鉄骨梁補強構造。
The steel beam reinforcing structure according to claim 7, wherein the protruding portion is continuously formed along the peripheral edge portion of the central hole of the main body portion over the entire circumference thereof.
前記突出部は、前記本体部の前記中心孔の周縁部に沿って断続的に形成された
ことを特徴とする請求項7に記載の鉄骨梁補強構造。
The steel beam reinforcing structure according to claim 7, wherein the protruding portion is formed intermittently along the peripheral edge portion of the central hole of the main body portion.
前記鉄骨梁補強金具が固定された前記ウェブ部の側面と同じ側面に、前記鉄骨梁の前記ウェブ部の上下両端部に形成されたフランジ部の近傍であって、かつ、前記フランジ部に沿うように棒状補強金具が固定された
ことを特徴とする請求項7から9のいずれかに記載の鉄骨梁補強構造。
On the same side surface as the side surface of the web portion to which the steel beam reinforcing metal fitting is fixed, in the vicinity of the flange portions formed at the upper and lower ends of the web portion of the steel beam portion, and along the flange portion. The steel beam reinforcing structure according to any one of claims 7 to 9, wherein a rod-shaped reinforcing metal fitting is fixed to the steel frame beam.
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