JP2014020162A - Beam reinforcing metallic material and beam reinforcing structure - Google Patents

Beam reinforcing metallic material and beam reinforcing structure Download PDF

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JP2014020162A
JP2014020162A JP2012162104A JP2012162104A JP2014020162A JP 2014020162 A JP2014020162 A JP 2014020162A JP 2012162104 A JP2012162104 A JP 2012162104A JP 2012162104 A JP2012162104 A JP 2012162104A JP 2014020162 A JP2014020162 A JP 2014020162A
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beam reinforcing
web
hardware
shape
hole
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Hidenari Matsuo
英成 松尾
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Senqcia Corp
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Hitachi Metals Techno Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a beam reinforcing metallic material and a beam reinforcing structure capable of preventing a significant reduction in the reinforcing efficiency and of preventing an increase in the weight and cost of the beam reinforcing metallic material when a through-hole formed in the web of a steel beam is shaped approximately rectangular.SOLUTION: A beam reinforcing metallic material 24, which is provided in an approximately rectangular through-hole 22b formed in a web 22a of a steel beam 22, has an opening 24a. Its outside and inside shapes in cross section in a direction approximately perpendicular to the axis of the opening 24a are approximately rectangular.

Description

本発明は、その肉厚方向に貫通する貫通孔がウェブに形成された鉄骨梁を補強するために用いられる梁補強金物及び梁補強構造に関するものである。   The present invention relates to a beam reinforcing metal and a beam reinforcing structure used to reinforce a steel beam in which a through-hole penetrating in the thickness direction is formed in a web.

従来の梁補強構造としては、図11及び図12に示すように、鉄骨梁4のウェブ4aに形成された開口形状が円形状の貫通孔4bに、開口形状が円形状の開口部6aを有する円筒状の梁補強金物6を嵌合させて、溶接部M、すなわち、梁補強金物6の外周面6bと、ウェブ4aの図中左側の面の貫通孔4b近傍部分において、それらを溶接することにより、梁補強金物6をウェブ4aに固定する梁補強構造2があった(特許文献1参照)。   As a conventional beam reinforcing structure, as shown in FIGS. 11 and 12, the opening 4a formed in the web 4a of the steel beam 4 has a circular through hole 4b, and the opening 6a has a circular opening 6a. The cylindrical beam reinforcement metal fitting 6 is fitted, and the welded portion M, that is, the outer peripheral surface 6b of the beam reinforcement metal fitting 6 and the portion near the through hole 4b on the left side of the web 4a in the drawing are welded. Thus, there was a beam reinforcing structure 2 for fixing the beam reinforcing hardware 6 to the web 4a (see Patent Document 1).

このような従来の梁補強構造2は、ウェブ4aの貫通孔4b周囲の肉厚部分が梁補強金物6によって補強されるため、ウェブ4aに貫通孔4bが形成されたことによる鉄骨梁4の強度の低下を防止することができるようになっていた。   In such a conventional beam reinforcing structure 2, since the thick portion around the through hole 4 b of the web 4 a is reinforced by the beam reinforcing hardware 6, the strength of the steel beam 4 due to the formation of the through hole 4 b in the web 4 a. It has become possible to prevent a decrease in the amount.

特開2007−009419号公報JP 2007-009419 A

しかしながら、上記従来の梁補強構造2は、図12に示すように、梁補強金物6が円筒状、すなわち、梁補強金物6の開口部6aの軸線に対して略直角方向の断面における、梁補強金物6の外側形状と内側形状がいずれも円形状に形成されているために、ウェブ4aに形成された貫通孔が円形状ではなくて略長方形状に形成されている場合には、補強効率が著しく低下するという問題があった。   However, as shown in FIG. 12, the conventional beam reinforcing structure 2 has a beam reinforcing metal 6 in a cylindrical shape, that is, in a cross section substantially perpendicular to the axis of the opening 6a of the beam reinforcing metal 6. Since both the outer shape and the inner shape of the hardware 6 are formed in a circular shape, the reinforcing efficiency is improved when the through-hole formed in the web 4a is formed in a substantially rectangular shape instead of a circular shape. There was a problem of significant reduction.

すなわち、ウェブ4aに形成された貫通孔が略長方形状に形成されている場合には、上記従来の梁補強構造2における円形状に形成されている梁補強金物6は、その外周面6bとウェブ4aの貫通孔との間に、略三角形状の大きな隙間が4ヶ所(4隅部)に形成されるため、ウェブ4aの貫通孔周囲の肉厚部分を十分に補強することができないという問題があった。   That is, when the through-hole formed in the web 4a is formed in a substantially rectangular shape, the beam reinforcing hardware 6 formed in the circular shape in the conventional beam reinforcing structure 2 has the outer peripheral surface 6b and the web. Since there are four substantially triangular gaps (four corners) between the through hole of 4a, the thick portion around the through hole of the web 4a cannot be sufficiently reinforced. there were.

また、上記梁補強構造2とは別の従来の梁補強構造としては、図13に示す第2の従来の梁補強構造10があった。   Further, as a conventional beam reinforcing structure different from the beam reinforcing structure 2, there is a second conventional beam reinforcing structure 10 shown in FIG.

この第2の従来の梁補強構造10は、鉄骨梁12のウェブ12aの表裏両面の一方の面12c(図中右側の面)に、開口形状が円形状の開口部14aを有する円環状の梁補強金物14の端面14cを接触させて、溶接部M、すなわち、梁補強金物14の外周面14bと、ウェブ12aの面12cの貫通孔12b寄りの部分との間を溶接することにより、梁補強金物14をウェブ12aに一体固定するものであった。   This second conventional beam reinforcing structure 10 is an annular beam having a circular opening 14a on one surface 12c (the right surface in the drawing) of the front and back surfaces of the web 12a of the steel beam 12. The end surface 14c of the reinforcing metal piece 14 is brought into contact with the welded portion M, that is, the outer peripheral surface 14b of the beam reinforcing metal piece 14 and the portion near the through hole 12b of the surface 12c of the web 12a, thereby reinforcing the beam. The hardware 14 was fixed integrally to the web 12a.

このような第2の従来の梁補強構造10は、上記梁補強構造2と同様に、梁補強金物14が円筒形状に形成されているために、ウェブ12aに形成された貫通孔12bが円形状ではなくて略長方形状に形成されている場合には、以下のような問題があった。   In the second conventional beam reinforcing structure 10, similarly to the beam reinforcing structure 2, since the beam reinforcing hardware 14 is formed in a cylindrical shape, the through-hole 12 b formed in the web 12 a has a circular shape. However, when it is formed in a substantially rectangular shape, there are the following problems.

すなわち、ウェブ12aに形成された貫通孔12bが略長方形状に形成されている場合には、上記第2の従来の梁補強構造10における梁補強金物14は、その開口部14aの内径寸法をウェブ12aの略長方形状の貫通孔12bを隅部まで完全に囲むことができる位の大きさまで大型化する必要がある。このため、その分梁補強金物14の外形寸法が著しく大きくなり過ぎるという問題があった。   That is, when the through-hole 12b formed in the web 12a is formed in a substantially rectangular shape, the beam reinforcing hardware 14 in the second conventional beam reinforcing structure 10 has an inner diameter dimension of the opening portion 14a. It is necessary to increase the size of the through hole 12b of the substantially rectangular shape 12a to a size that can completely surround the corners. For this reason, there existed a problem that the external dimension of the part beam reinforcement metal fitting 14 became remarkably large.

また、梁補強金物14の外形寸法が大きくなると、その外形寸法が大きくなった分だけ材料が増加して梁補強金物14の重量化を招くだけでなく、材料費の増加等の製造コストも増加するため、梁補強金物14の高価格化をも招くという問題があった。   In addition, when the outer dimensions of the beam reinforcing hardware 14 are increased, the material is increased by the increase in the outer dimensions, leading to an increase in the weight of the beam reinforcing hardware 14, and the manufacturing cost such as an increase in material costs is also increased. For this reason, there is a problem in that the price of the beam reinforcing hardware 14 is also increased.

そこで本発明は、上記問題点に鑑みて、鉄骨梁のウェブに形成された貫通孔が略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物の重量化及び高価格化を防止することができる、梁補強金物及び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 prevent the reinforcement efficiency from being significantly lowered even if the through hole formed in the steel beam web has a substantially rectangular shape. It is an object of the present invention to provide a beam reinforcing hardware and a beam reinforcing structure capable of preventing an increase in weight and price.

上記課題を解決するために、本発明による梁補強金物は、
鉄骨梁のウェブに形成された略長方形状の貫通孔に設けられる梁補強金物において、
開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されたことを特徴とするものである。
In order to solve the above problems, a beam reinforcing hardware according to the present invention is:
In the beam reinforcement hardware provided in the substantially rectangular through hole formed in the steel beam web,
It has an opening, and an outer shape and an inner shape in a cross section in a direction substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape.

また、本発明による梁補強金物は、
前記外側形状と前記内側形状は略相似状に形成されたことを特徴とするものである。
In addition, the beam reinforcing hardware according to the present invention is:
The outer shape and the inner shape are substantially similar to each other.

また、本発明による梁補強金物は、
前記梁補強金物の外側面より外側に突出する位置決め手段が設けられたことを特徴とするものである。
In addition, the beam reinforcing hardware according to the present invention is:
Positioning means that protrudes outward from the outer surface of the beam reinforcing metal member is provided.

また、上記課題を解決するために、本発明による梁補強構造は、
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの表裏両面の一方又は双方に設けられたことを特徴とするものである。
In addition, in order to solve the above problems, the beam reinforcing structure according to the present invention is:
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcing hardware is provided on one or both of the front and back surfaces of the web.

また、上記課題を解決するために、本発明による梁補強構造は、
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの貫通孔に嵌合されたことを特徴とするものである。
In addition, in order to solve the above problems, the beam reinforcing structure according to the present invention is:
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcing metal fitting is fitted into the through hole of the web.

このような本発明の梁補強金物によれば、
鉄骨梁のウェブに形成された略長方形状の貫通孔に設けられる梁補強金物において、
開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されたことにより、
鉄骨梁のウェブに形成された貫通孔が略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物の重量化及び高価格化を防止することができる。
According to such a beam reinforcing hardware of the present invention,
In the beam reinforcement hardware provided in the substantially rectangular through hole formed in the steel beam web,
By having an opening, the outer shape and the inner shape in a cross section in a direction substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
Even if the through-hole formed in the steel beam web has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being significantly lowered and to prevent the beam reinforcement hardware from becoming heavy and expensive. .

また、本発明の梁補強構造によれば、
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの表裏両面の一方又は双方に設けられたことにより、
鉄骨梁のウェブに形成された貫通孔が略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物の重量化及び高価格化を防止することができる。
Moreover, according to the beam reinforcing structure of the present invention,
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcing hardware is provided on one or both of the front and back sides of the web,
Even if the through-hole formed in the steel beam web has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being significantly lowered and to prevent the beam reinforcement hardware from becoming heavy and expensive. .

また、本発明の梁補強構造によれば、
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの貫通孔に嵌合されたことにより、
鉄骨梁のウェブに形成された貫通孔が略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物の重量化及び高価格化を防止することができる。
Moreover, according to the beam reinforcing structure of the present invention,
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcement hardware is fitted into the through hole of the web,
Even if the through-hole formed in the steel beam web has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being significantly lowered and to prevent the beam reinforcement hardware from becoming heavy and expensive. .

本発明の第1の実施の形態に係る梁補強構造20を示す図であって、図2に示す梁補強構造20のB−B線矢視断面図である。It is a figure which shows the beam reinforcement structure 20 which concerns on the 1st Embodiment of this invention, Comprising: It is the BB arrow sectional drawing of the beam reinforcement structure 20 shown in FIG. 図1における梁補強構造20を示すその部分正面図である。It is the partial front view which shows the beam reinforcement structure 20 in FIG. 本発明の第2の実施の形態に係る梁補強構造40を示す図であって、図4に示す梁補強構造40のC−C線矢視断面図である。It is a figure which shows the beam reinforcement structure 40 which concerns on the 2nd Embodiment of this invention, Comprising: It is CC sectional view taken on the line of the beam reinforcement structure 40 shown in FIG. 図3における梁補強構造40を示すその部分正面図である。It is the partial front view which shows the beam reinforcement structure 40 in FIG. 本発明の第3の実施の形態に係る梁補強構造60を示す図であって、図6に示す梁補強構造60のD−D線矢視断面図である。It is a figure which shows the beam reinforcement structure 60 which concerns on the 3rd Embodiment of this invention, Comprising: It is the DD sectional view taken on the line of the beam reinforcement structure 60 shown in FIG. 図5における梁補強構造60を示すその部分正面図である。It is the partial front view which shows the beam reinforcement structure 60 in FIG. 本発明の第4の実施の形態に係る梁補強構造80を示す側面断面図である。It is side surface sectional drawing which shows the beam reinforcement structure 80 which concerns on the 4th Embodiment of this invention. 本発明の第5の実施の形態に係る梁補強構造100を示す側面断面図である。It is side surface sectional drawing which shows the beam reinforcement structure 100 which concerns on the 5th Embodiment of this invention. 本発明の第6の実施の形態に係る梁補強構造120を示す側面断面図である。It is side surface sectional drawing which shows the beam reinforcement structure 120 which concerns on the 6th Embodiment of this invention. 本発明の第7の実施の形態に係る梁補強構造140を示す側面断面図である。It is side surface sectional drawing which shows the beam reinforcement structure 140 which concerns on the 7th Embodiment of this invention. 従来の梁補強構造2を示す図であって、図12に示す梁補強構造2のA−A線矢視断面図である。It is a figure which shows the conventional beam reinforcement structure 2, Comprising: It is AA arrow sectional drawing of the beam reinforcement structure 2 shown in FIG. 図11における梁補強構造2を示すその部分正面図である。It is the partial front view which shows the beam reinforcement structure 2 in FIG. 第2の従来の梁補強構造10を示すその側面断面図である。It is the side sectional view showing the 2nd conventional beam reinforcement structure 10.

以下、本発明に係る梁補強金物及び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。   EMBODIMENT OF THE INVENTION Hereinafter, the form for implementing the beam reinforcement metal fitting and beam reinforcement structure which concern on this invention is demonstrated concretely based on drawing.

図1及び図2は、本発明の第1の実施の形態に係る梁補強金物24及び梁補強構造20について説明するために参照する図である。   1 and 2 are views referred to for explaining the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the first embodiment of the present invention.

本実施の形態に係る梁補強構造20は、図1に示すように、そのウェブ22aに長方形状の貫通孔22b(図2参照)が形成された鉄骨梁22と、ウェブ22aの表裏両面の一方の面22c(図中右側の面)のみに配置されて、溶接部Mが溶接されてウェブ22aに一体的に固定される角筒状の梁補強金物24を備えている。   As shown in FIG. 1, the beam reinforcing structure 20 according to the present embodiment includes a steel beam 22 in which a rectangular through hole 22b (see FIG. 2) is formed in the web 22a, and one of both front and back surfaces of the web 22a. It is disposed only on the surface 22c (the surface on the right side in the figure), and includes a rectangular tube-shaped beam reinforcing metal member 24 to which the welded portion M is welded and fixed integrally to the web 22a.

梁補強金物24は、角形鋼管をその軸線に対して略直角方向に切断して略輪切りに形成されており、図2に示すように、開口形状が長方形状の開口部24aと4つの外側面24bを有する角環状に形成されている。   The beam reinforcing hardware 24 is formed in a substantially circular shape by cutting a square steel pipe in a direction substantially perpendicular to the axis thereof. As shown in FIG. 2, the opening shape is a rectangular opening 24a and four outer side surfaces. It is formed in a square ring having 24b.

そして、梁補強金物24は、開口部24aの軸線に対して略直角方向の断面における、外側形状と内側形状がいずれも長方形状に形成されており、それらが互いに略相似する形状に形成されている。   The beam reinforcing hardware 24 is formed such that the outer shape and the inner shape of the cross section in the direction substantially perpendicular to the axis of the opening 24a are both rectangular, and the shapes are substantially similar to each other. Yes.

図1に示すように、梁補強金物24は、その端面24dをウェブ22aの表裏両面の一方の面22c(図中右側の面)の貫通孔22b近傍に接触させて配置されている。このとき、梁補強金物24の開口部24aは、図2に示すように、その開口形状がウェブ22aの貫通孔22bと同じ形状に形成されているが、貫通孔22bの大きさより若干大きく形成されていて、開口部24aの内周面は、貫通孔22bの内周面との間に段差を介して形成されている。   As shown in FIG. 1, the beam reinforcing hardware 24 is arranged with its end face 24 d in contact with the vicinity of the through hole 22 b on one side 22 c (the right side in the drawing) of the front and back surfaces of the web 22 a. At this time, as shown in FIG. 2, the opening 24a of the beam reinforcing metal piece 24 is formed in the same shape as the through hole 22b of the web 22a, but slightly larger than the size of the through hole 22b. In addition, the inner peripheral surface of the opening 24a is formed through a step between the inner peripheral surface of the through hole 22b.

梁補強金物24の端面24d側の外周辺部には、テーパ部24c(開先)が形成されており、そのテーパ部24cの図1中上下方向の開先寸法が、端面24d側に近づくにつれて、外側面24bの外形形状から徐々に大きくなるように傾斜している。   A tapered portion 24c (groove) is formed on the outer peripheral portion on the end surface 24d side of the beam reinforcing metal 24, and the groove size in the vertical direction in FIG. 1 of the tapered portion 24c approaches the end surface 24d side. The outer surface 24b is inclined so as to gradually increase from the outer shape.

そして、梁補強金物24は、そのテーパ部24cと、ウェブ22aの梁補強金物24との接触部分の外周近傍において、ウェブ22aに溶接されることにより、ウェブ22aに一体的に固定されている。   The beam reinforcing metal 24 is integrally fixed to the web 22a by being welded to the web 22a in the vicinity of the outer periphery of the contact portion between the tapered portion 24c and the beam reinforcing metal 24 of the web 22a.

このような本実施の形態に係る梁補強金物24及び梁補強構造20においては、ウェブ22aの貫通孔22bと梁補強金物24との間に、前記従来の梁補強構造2において形成されたような略三角形状の大きな隙間は形成されないため、ウェブ22aの貫通孔22b周囲の肉厚部分を効率的に補強することができる。   In the beam reinforcing metal 24 and the beam reinforcing structure 20 according to the present embodiment, the conventional beam reinforcing structure 2 is formed between the through hole 22b of the web 22a and the beam reinforcing metal 24. Since the substantially triangular large gap is not formed, the thick portion around the through hole 22b of the web 22a can be efficiently reinforced.

また、本実施の形態に係る梁補強金物24及び梁補強構造20においては、梁補強金物24の開口部24aの開口形状がウェブ22aの貫通孔22bと同じ形状に形成されているが、貫通孔22bの大きさより若干大きく形成されているだけなので、梁補強金物24の外形形状が大きくなるのを防止することができると共に、梁補強金物24の重量化及び高価格化をも防止することができる。   Further, in the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the present embodiment, the opening shape of the opening 24a of the beam reinforcing hardware 24 is formed in the same shape as the through hole 22b of the web 22a. Since it is formed slightly larger than the size of 22b, it is possible to prevent the outer shape of the beam reinforcing hardware 24 from becoming large and to prevent the beam reinforcing hardware 24 from becoming heavy and expensive. .

したがって、以上に説明したように、本実施の形態に係る梁補強金物24及び梁補強構造20によれば、鉄骨梁22のウェブ22aに形成された貫通孔22bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物24の重量化及び高価格化を防止することができる。   Therefore, as described above, according to the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the present embodiment, even though the through hole 22b formed in the web 22a of the steel beam 22 is substantially rectangular, It is possible to prevent the reinforcing efficiency from being significantly lowered and to prevent the beam reinforcing hardware 24 from becoming heavy and expensive.

また、本実施の形態に係る梁補強金物24は、角形鋼管の素材から形成されているため、その高価格化を防止することができる。   Moreover, since the beam reinforcement hardware 24 which concerns on this Embodiment is formed from the raw material of a square steel pipe, it can prevent the price increase.

また、本実施の形態に係る梁補強構造20は、梁補強金物24の開口部24aとウェブ22aの貫通孔22bの開口形状が略長方形状に形成されているため、梁補強金物24の外形形状を大きくしなくとも、排気ダクト等の断面が略長方形の配管を通すことができるので、やはり梁補強金物24の重量化及び高価格化を防止することができる。   Further, in the beam reinforcing structure 20 according to the present embodiment, since the opening shape of the opening 24a of the beam reinforcing metal 24 and the through hole 22b of the web 22a is formed in a substantially rectangular shape, the outer shape of the beam reinforcing metal 24 Even if it is not made large, pipes having a substantially rectangular cross section such as an exhaust duct can be passed, so that it is possible to prevent the beam reinforcing hardware 24 from becoming heavy and expensive.

図3及び図4は、本発明の第2の実施の形態に係る梁補強金物44及び梁補強構造40について説明するために参照する図である。   FIG. 3 and FIG. 4 are diagrams which are referred to for explaining the beam reinforcing hardware 44 and the beam reinforcing structure 40 according to the second embodiment of the present invention.

本実施の形態に係る梁補強構造40は、図3に示すように、そのウェブ42aに長方形状の貫通孔42b(図4参照)が形成された鉄骨梁42と、その4つの外側面44bをウェブ42aの貫通孔42bに嵌合させて、溶接部Mにおいて溶接されてウェブ42aに一体的に固定される角筒状の梁補強金物44を備えている。   As shown in FIG. 3, the beam reinforcing structure 40 according to the present embodiment includes a steel beam 42 in which a rectangular through hole 42b (see FIG. 4) is formed in a web 42a, and four outer side surfaces 44b thereof. A rectangular tube-shaped beam reinforcing metal 44 is provided which is fitted into the through-hole 42b of the web 42a and is welded at the weld portion M and is integrally fixed to the web 42a.

梁補強金物44は、角形鋼管をその軸線に対して略直角方向に切断して形成されており、図4に示すように、開口部44aと4つの外側面44bを有する短い角筒状に形成されている。そして、梁補強金物44の外側形状と内側形状はいずれも長方形状に形成されており、それらが互いに略相似する形状に形成されている。   The beam reinforcing hardware 44 is formed by cutting a square steel pipe in a direction substantially perpendicular to the axis thereof, and as shown in FIG. 4, it is formed in a short rectangular tube shape having an opening 44a and four outer surfaces 44b. Has been. The outer shape and the inner shape of the beam reinforcing hardware 44 are both formed in a rectangular shape, and are formed in a shape that is substantially similar to each other.

図3に示すように、梁補強金物44は、ウェブ42aの貫通孔42bに挿入されて、その外側面44bの軸線方向(図中左右方向)中央部の位置がウェブ42aの貫通孔42b内に配置されて、互いの間の溶接部Mが溶接されることによりウェブ42aに一体的に固定されている。   As shown in FIG. 3, the beam reinforcing metal piece 44 is inserted into the through hole 42b of the web 42a, and the position of the central portion of the outer side surface 44b in the axial direction (horizontal direction in the figure) is within the through hole 42b of the web 42a. It arrange | positions and it is integrally fixed to the web 42a by welding the welding part M between each other.

このとき、梁補強金物44とウェブ42aの溶接部Mは、図4に示すように、梁補強金物44の4つの外側面44bそれぞれの直線部分に沿うように形成されている。   At this time, the welded portion M between the beam reinforcing metal 44 and the web 42a is formed along the straight portions of the four outer side surfaces 44b of the beam reinforcing metal 44 as shown in FIG.

このような本実施の形態に係る梁補強金物44及び梁補強構造40によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁42のウェブ42aに形成された貫通孔42bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物44の重量化及び高価格化を防止することができる。   Also with the beam reinforcing hardware 44 and the beam reinforcing structure 40 according to the present embodiment, the web 42a of the steel beam 42 is added to the web 42a of the steel beam 42 similarly to the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the first embodiment. Even if the formed through hole 42b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered and to prevent the beam reinforcing metal 44 from being increased in weight and cost.

また、本実施の形態に係る梁補強構造40は、梁補強金物44とウェブ42aの溶接部Mが梁補強金物44の4つの外側面44bそれぞれに沿うような直線状に形成されているため、溶接部Mの溶接作業を容易に行なうことができ、その製造コストが増加するのを防止することができる。このため、梁補強金物44の高価格化を防止することができる。   Moreover, since the beam reinforcement structure 40 according to the present embodiment is formed in a straight line such that the welded portion M of the beam reinforcement metal 44 and the web 42a is along each of the four outer side surfaces 44b of the beam reinforcement metal 44, It is possible to easily perform the welding operation of the welded part M, and to prevent an increase in manufacturing cost. For this reason, an increase in the price of the beam reinforcing hardware 44 can be prevented.

図5及び図6は、本発明の第3の実施の形態に係る梁補強金物64及び梁補強構造60について説明するために参照する図である。   FIGS. 5 and 6 are views referred to for explaining the beam reinforcing hardware 64 and the beam reinforcing structure 60 according to the third embodiment of the present invention.

本実施の形態に係る梁補強構造60は、鉄骨梁62のウェブ62aの表裏両面の一方の面62e(図5中左側の面)と貫通孔62bの内周面との間に、テーパ部62c(開先)が形成されている点と、梁補強金物64の本体部64cの外側面64bに、ウェブ62aに接触する複数の突起部64d(位置決め手段)が固定して設けられている点において、前記第2の実施の形態に係る梁補強構造40と異なるものである。   The beam reinforcing structure 60 according to the present embodiment includes a tapered portion 62c between one surface 62e (the left surface in FIG. 5) of the front and back surfaces of the web 62a of the steel beam 62 and the inner peripheral surface of the through hole 62b. In the point where (groove) is formed, and a plurality of protrusions 64d (positioning means) contacting the web 62a are fixedly provided on the outer surface 64b of the main body 64c of the beam reinforcing metal 64. This is different from the beam reinforcing structure 40 according to the second embodiment.

本実施の形態に係る梁補強構造60は、図5に示すように、そのウェブ62aに長方形状の貫通孔62b(図6参照)が形成された鉄骨梁62と、自身の4つの外側面64bをウェブ62aの貫通孔62bの4つの内側面に嵌合させると共に、その突起部64dの側面64eを、ウェブ62aの他方の面62d(図5中右側の面)に接触させて、溶接部Mを溶接することによりウェブ62aに一体的に固定される、略角筒状の梁補強金物64を備えている。   As shown in FIG. 5, the beam reinforcing structure 60 according to the present embodiment includes a steel beam 62 in which a rectangular through hole 62 b (see FIG. 6) is formed in the web 62 a and its four outer side surfaces 64 b. Are fitted into the four inner side surfaces of the through-hole 62b of the web 62a, and the side surface 64e of the projection 64d is brought into contact with the other surface 62d (the right side surface in FIG. 5) of the web 62a, so that the weld M Are welded to the web 62a so as to be integrally fixed to the beam 62.

梁補強金物64の本体部64cは、前記第2の実施の形態に係る梁補強金物44と同様の形状に形成されている。   The main body portion 64c of the beam reinforcing hardware 64 is formed in the same shape as the beam reinforcing hardware 44 according to the second embodiment.

すなわち、梁補強金物64の本体部64cは、角形鋼管の軸線に対して略直角方向に切断して形成されており、図6に示すように、開口部64aと4つの外側面64bを有する短い角筒状に形成されている。   That is, the main body portion 64c of the beam reinforcing hardware 64 is formed by cutting in a direction substantially perpendicular to the axis of the square steel pipe, and as shown in FIG. 6, has a short portion having an opening 64a and four outer surfaces 64b. It is formed in a rectangular tube shape.

そして、梁補強金物64の本体部64cは、開口部64aの軸線に対して略直角方向の断面における外側形状と内側形状がいずれも長方形状に形成されており、それらが互いに略相似する形状に形成されている。   The main body portion 64c of the beam reinforcing metal piece 64 has an outer shape and an inner shape in a cross section substantially perpendicular to the axis line of the opening portion 64a, both of which are formed in a rectangular shape. Is formed.

図6に示すように、梁補強金物64は、その本体部64cの図中上側の外側面64bには1つの突起部64dが、図中下側の外側面64cには2つ突起部64dが溶接等により一体的に固定されている。   As shown in FIG. 6, the beam reinforcing metal 64 has one protrusion 64d on the upper outer surface 64b of the main body 64c and two protrusions 64d on the lower outer surface 64c of the figure. It is fixed integrally by welding or the like.

図5に示すように、梁補強金物64は、ウェブ62aの貫通孔62bに挿入されて、その突起部64dの側面64eがウェブ62aの他方の面62dの貫通孔62b近傍に接触して、その本体部64cの外側面64bの軸線方向(図中左右方向)中央部の位置が、ウェブ62aの貫通孔62b内に配置されて嵌合するようになっている。   As shown in FIG. 5, the beam reinforcement hardware 64 is inserted into the through hole 62b of the web 62a, the side surface 64e of the projection 64d contacts the vicinity of the through hole 62b of the other surface 62d of the web 62a, and The position of the central portion of the outer surface 64b of the main body portion 64c in the axial direction (left-right direction in the drawing) is arranged in the through-hole 62b of the web 62a so as to be fitted.

ウェブ62aの貫通孔62bとその一方の面62eとの間にはテーパ部62c(開先)が形成されており、そのテーパ部62cの図5中開口形状の上下方向の開先寸法が、その面62e側に近づくにつれて、外側面64bの外形形状から徐々に大きくなっている。   A tapered portion 62c (groove) is formed between the through hole 62b of the web 62a and one surface 62e thereof, and the vertical groove size of the opening shape in FIG. As it approaches the surface 62e side, the outer shape of the outer surface 64b gradually increases.

そして、梁補強金物64は、その本体部64cの外側面64bと、ウェブ62aのテーパ部62cとの間の溶接部Mが溶接されることにより、梁補強金物64がウェブ62aに一体的に固定されている。   The beam reinforcement metal 64 is integrally fixed to the web 62a by welding the welded portion M between the outer surface 64b of the main body 64c and the taper 62c of the web 62a. Has been.

このような本実施の形態に係る梁補強金物64及び梁補強構造60によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁62のウェブ62aに形成された貫通孔62bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物64の重量化及び高価格化を防止することができる。   The beam reinforcing metal 64 and the beam reinforcing structure 60 according to the present embodiment also provide the web 62a of the steel beam 62 with the same as the beam reinforcing metal 24 and the beam reinforcing structure 20 according to the first embodiment. Even if the formed through-hole 62b has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being significantly lowered, and to prevent the beam reinforcement hardware 64 from becoming heavy and expensive.

また、本実施の形態に係る梁補強構造60は、梁補強金物64の本体部64cの外側面64bに複数の突起部64d(位置決め手段)が設けられているため、梁補強金物64の鉄骨梁62に対する貫通孔62bの軸方向の位置決め作業を容易に行なうことができ、その製造コストが増加するのを防止することができる。このため、梁補強金物64の高価格化を防止することができる。   Further, in the beam reinforcing structure 60 according to the present embodiment, a plurality of protrusions 64d (positioning means) are provided on the outer side surface 64b of the main body portion 64c of the beam reinforcing hardware 64, so that the steel beam of the beam reinforcing hardware 64 is provided. Positioning work in the axial direction of the through hole 62b with respect to 62 can be easily performed, and an increase in manufacturing cost can be prevented. For this reason, an increase in the price of the beam reinforcing hardware 64 can be prevented.

図7は、本発明の第4の実施の形態に係る梁補強金物84及び梁補強構造80について説明するために参照する図である。   FIG. 7 is a diagram which is referred to for explaining the beam reinforcing hardware 84 and the beam reinforcing structure 80 according to the fourth embodiment of the present invention.

本実施の形態に係る梁補強構造80は、梁補強金物84の本体部84cの外側面84bにその断面形状が三角形の山形状で半径外方に突出する突出部84dが設けられた点と、この突出部84dの頭頂部がウェブ42aの貫通孔42b内に嵌合する点において、前記第2の実施の形態に係る梁補強構造40と異なるものである。   The beam reinforcing structure 80 according to the present embodiment is provided with a projecting portion 84d that protrudes radially outward in a triangular mountain shape on the outer surface 84b of the main body portion 84c of the beam reinforcing hardware 84; The protruding portion 84d is different from the beam reinforcing structure 40 according to the second embodiment in that the top of the protruding portion 84d is fitted into the through hole 42b of the web 42a.

すなわち、梁補強構造80は、図7に示すウェブ42aに長方形状の貫通孔42b(図4参照)が形成された鉄骨梁42と、その突出部84dの頭頂部をウェブ42aの貫通孔42b内に嵌合させて、溶接部Mが溶接されてウェブ42aに一体的に固定される、略角筒状の梁補強金物84を備えている。   That is, the beam reinforcing structure 80 includes a steel beam 42 in which a rectangular through hole 42b (see FIG. 4) is formed in the web 42a shown in FIG. 7, and a top portion of the protruding portion 84d in the through hole 42b of the web 42a. , And a welded portion M is welded to be integrally fixed to the web 42a.

梁補強金物84の突出部84dは鋳造等により本体部84cに一体形成されている。図7においては説明の便宜上、本体部84cと突出部84dを図中二点鎖線により分けて表示しているが、実際には互いに一体構造になっている。   The protruding portion 84d of the beam reinforcing hardware 84 is integrally formed with the main body portion 84c by casting or the like. In FIG. 7, for convenience of explanation, the main body portion 84 c and the protruding portion 84 d are separately shown by a two-dot chain line in the figure, but actually they are integrated with each other.

梁補強金物84の本体部84cは、前記第2の実施の形態に係る梁補強金物44と同様の形状に形成され、図4に示す梁補強金物44と同様に、開口部84aと4つの外側面84bを有する角筒状に形成されている。   The main body portion 84c of the beam reinforcement hardware 84 is formed in a shape similar to that of the beam reinforcement hardware 44 according to the second embodiment, and the opening 84a and the four outer portions are similar to the beam reinforcement hardware 44 shown in FIG. It is formed in a rectangular tube shape having a side surface 84b.

そして、梁補強金物84の本体部84cは、その開口部84aの軸線に対して略直角方向の断面における外側形状と内側形状がいずれも長方形状に形成されており、それらが互いに略相似する形状に形成されている。   The main body portion 84c of the beam reinforcing metal member 84 is formed such that both the outer shape and the inner shape in a cross section substantially perpendicular to the axis line of the opening portion 84a are formed in a rectangular shape, and they are substantially similar to each other. Is formed.

梁補強金物84の突出部84dは、図7に示すように、図中左右両側にテーパ部84e(開先)が形成されており、その断面形状は本体部84cの外側面84bから図中上下方向に離れた位置に頭頂部を有する、略二等辺三角形状に形成されている。   As shown in FIG. 7, the projecting portion 84d of the beam reinforcing hardware 84 is formed with tapered portions 84e (grooves) on both the left and right sides in the drawing, and the cross-sectional shape thereof is vertical from the outer surface 84b of the main body portion 84c. It is formed in a substantially isosceles triangle shape having a top at a position distant from the direction.

そして、梁補強金物84は、その突出部84dの2つのテーパ部82eそれぞれと、ウェブ42aの開口部42bとの間の開先が溶接されることにより、ウェブ42aに一体的に固定されている。   The beam reinforcing metal 84 is integrally fixed to the web 42a by welding a groove between each of the two tapered portions 82e of the protruding portion 84d and the opening 42b of the web 42a. .

このような本実施の形態に係る梁補強金物84及び梁補強構造80によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁42のウェブ42aに形成された貫通孔42bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物84の重量化及び高価格化を防止することができる。   The beam reinforcing hardware 84 and the beam reinforcing structure 80 according to the present embodiment also provide the web 42a of the steel beam 42 with the same as the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the first embodiment. Even if the formed through hole 42b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered, and to prevent the beam reinforcing hardware 84 from being increased in weight and cost.

図8は、本発明の第5の実施の形態に係る梁補強金物104及び梁補強構造100について説明するために参照する図である。   FIG. 8 is a view referred to for explaining the beam reinforcing metal piece 104 and the beam reinforcing structure 100 according to the fifth embodiment of the present invention.

本実施の形態に係る梁補強構造100は、梁補強金物104の本体部104cの外側面104bに段付突出部104dが設けられた点において、前記第2の実施の形態に係る梁補強構造40と異なるものである。   The beam reinforcing structure 100 according to the present embodiment is similar to the beam reinforcing structure 40 according to the second embodiment in that a stepped protrusion 104d is provided on the outer side surface 104b of the main body 104c of the beam reinforcing hardware 104. Is different.

すなわち、梁補強構造100は、図8に示すように、そのウェブ42aに長方形状の貫通孔42b(図4参照)が形成された鉄骨梁42と、自身の段付突出部104dの段差側面104f(位置決め手段)をウェブ42aの側面42cに接触させると共に、その段付突出部104dの段差面104eをウェブ42aの貫通孔42bに嵌合させて、溶接部Mを溶接してウェブ42aに一体的に固定される、略角筒状の梁補強金物104を備えている。   That is, as shown in FIG. 8, the beam reinforcing structure 100 includes a steel beam 42 in which a rectangular through hole 42b (see FIG. 4) is formed in the web 42a, and a step side surface 104f of its own stepped protrusion 104d. (Positioning means) is brought into contact with the side surface 42c of the web 42a, the stepped surface 104e of the stepped protrusion 104d is fitted into the through hole 42b of the web 42a, and the weld M is welded to be integrated with the web 42a. The beam reinforcement metal fitting 104 of the substantially square tube shape fixed to is provided.

梁補強金物104は、角筒状の本体部104cと、この本体部104cの外側面104bよりその半径方向外側に突出する段付フランジ状の段付突出部104dが鋳造等により一体形成されている。図8においては説明の便宜上、本体部104cと段付突出部104dを図中二点鎖線により分けて表示しているが、実際には互いに一体構造となっている。   The beam-reinforcing metal fitting 104 is integrally formed by casting or the like, with a rectangular tube-shaped main body portion 104c and a stepped flange-like stepped portion 104d protruding outward in the radial direction from the outer surface 104b of the main body portion 104c. . In FIG. 8, for convenience of explanation, the main body 104c and the stepped protrusion 104d are shown separated by a two-dot chain line in the figure, but actually they are integrated with each other.

梁補強金物104の本体部104cは、開口形状が長方形状の開口部104aと、長方形状の四辺の外側面104bを有する短い角筒状に形成されている。そして、その貫通孔104aの軸線に対して略直角方向の断面における外側形状と内側形状がいずれも長方形状に形成されていて、それらが互いに略相似する形状に形成されている。   The main body portion 104c of the beam reinforcing hardware 104 is formed in a short rectangular tube shape having an opening portion 104a having a rectangular opening shape and an outer surface 104b having four rectangular sides. The outer shape and the inner shape in a cross section in a direction substantially perpendicular to the axis of the through-hole 104a are both formed in a rectangular shape, and they are formed in a shape that is substantially similar to each other.

梁補強金物104の段付突出部104dは、図8に示すように、外側面104bより半径外方に段付フランジ状に突出しており、この段付突出部104dには、段差面104eと、その段差面104eの図中右側に立設する段差側面104fが形成されている。そして、段付突出部104dの段差面104eの図中左側には、テーパ部104g(開先)が形成されている。   As shown in FIG. 8, the stepped protrusion 104d of the beam reinforcing hardware 104 protrudes in a stepped flange shape radially outward from the outer surface 104b. The stepped protrusion 104d includes a stepped surface 104e, A step side surface 104f is formed standing on the right side of the step surface 104e in the drawing. A tapered portion 104g (groove) is formed on the left side of the stepped surface 104e of the stepped protrusion 104d in the drawing.

梁補強金物104は、ウェブ42aの貫通孔42bに挿入されて、その段付突出部104dの段差面104eがウェブ42aの貫通孔42bに嵌合すると共に、その段付突出部104dの段差側面104fがウェブ42aの図8中右側の面42cに接触するようになっている。   The beam reinforcing hardware 104 is inserted into the through hole 42b of the web 42a, the stepped surface 104e of the stepped protrusion 104d is fitted into the through hole 42b of the web 42a, and the stepped side surface 104f of the stepped protrusion 104d. Is in contact with the surface 42c on the right side in FIG. 8 of the web 42a.

そして、梁補強金物104は、その段付突出部104dのテーパ部104gと、ウェブ42aの貫通孔42b内周面との間の開先が溶接されることにより、ウェブ42aに一体的に固定されている。   The beam reinforcing metal 104 is integrally fixed to the web 42a by welding a groove between the tapered portion 104g of the stepped protrusion 104d and the inner peripheral surface of the through hole 42b of the web 42a. ing.

このような本実施の形態に係る梁補強金物104及び梁補強構造100によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁42のウェブ42aに形成された貫通孔42bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物104の重量化及び高価格化を防止することができる。   Also with the beam reinforcing hardware 104 and the beam reinforcing structure 100 according to this embodiment, similarly to the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the first embodiment, the web 42a of the steel beam 42 is provided. Even if the formed through hole 42b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered and to prevent the beam reinforcing hardware 104 from becoming heavy and expensive.

また、本実施の形態に係る梁補強構造100は、梁補強金物104の本体部104cの外側面104bに段付突出部104dが設けられ、この段付突出部104dに段差側面104f(位置決め手段)が設けられているため、梁補強金物104の鉄骨梁42に対する外側面104bの軸方向の位置決め作業を容易に行なうことができ、その製造コストが増加するのを防止することができる。このため、梁補強金物104の高価格化を防止することができる。   Further, in the beam reinforcing structure 100 according to the present embodiment, a stepped protrusion 104d is provided on the outer surface 104b of the main body 104c of the beam reinforcing hardware 104, and a step side surface 104f (positioning means) is provided on the stepped protrusion 104d. Therefore, the axial positioning of the outer surface 104b of the beam reinforcing hardware 104 with respect to the steel beam 42 can be easily performed, and an increase in manufacturing cost can be prevented. For this reason, it is possible to prevent the beam reinforcing hardware 104 from becoming expensive.

図9は、本発明の第6の実施の形態に係る梁補強金物124及び梁補強構造120について説明するために参照する図である。   FIG. 9 is a diagram referred to for explaining the beam reinforcing hardware 124 and the beam reinforcing structure 120 according to the sixth embodiment of the present invention.

本実施の形態に係る梁補強構造120は、梁補強金物124の外形形状が4つのテーパ面124bを有する角錐台状に形成されている点と、梁補強金物124の端面124c側の外周部には溶接用のテーパ部が形成されていない点において、前記第1の実施の形態に係る梁補強構造20と異なるものである。   In the beam reinforcing structure 120 according to the present embodiment, the outer shape of the beam reinforcing hardware 124 is formed in a truncated pyramid shape having four tapered surfaces 124b, and the outer periphery of the beam reinforcing hardware 124 on the end surface 124c side. Is different from the beam reinforcing structure 20 according to the first embodiment in that a welding taper portion is not formed.

すなわち梁補強構造120は、図9に示すように、そのウェブ22aに長方形状の貫通孔22b(図2参照)が形成された鉄骨梁22と、ウェブ22aの表裏両面の一方の面22cのみに配置されて、溶接部Mが溶接されてウェブ22aに一体的に固定された角筒状の梁補強金物124を備えている。   That is, as shown in FIG. 9, the beam reinforcing structure 120 is formed only on the steel beam 22 in which a rectangular through hole 22b (see FIG. 2) is formed in the web 22a, and on one surface 22c on both sides of the web 22a. It is arranged, and is provided with a rectangular tube-shaped beam reinforcing metal member 124 that is welded to the welded portion M and is integrally fixed to the web 22a.

梁補強金物124は、その外形形状の図中上下方向の寸法が、端面124c側に近づくにつれて徐々に大きくなるような角錐台形状に形成されており、開口部124aと、4つのテーパ面124bを有している。そして、開口部124aの軸線に対して略直角方向の断面における外側形状と内側形状がいずれも長方形状に形成されており、それらが互いに略相似する形状に形成されている。   The beam reinforcing hardware 124 is formed in a truncated pyramid shape such that the dimension of the outer shape in the figure in the vertical direction gradually increases as it approaches the end surface 124c side, and the opening 124a and the four tapered surfaces 124b are formed. Have. The outer shape and the inner shape in a cross section in a direction substantially perpendicular to the axis of the opening 124a are both formed in a rectangular shape, and are formed in a shape that is substantially similar to each other.

図9に示すように、梁補強金物124は、その端面124cをウェブ22aの面22c(図中右側の面)の貫通孔22b近傍に接触させて配置されている。このとき、梁補強金物124の開口部124aは、図2に示す前記第1の実施の形態に係る梁補強金物24と同様に、その開口形状がウェブ22aの貫通孔22bと同じ形状に形成されているが、貫通孔22bの大きさより若干大きく形成されていて、開口部124aの内周面は、貫通孔22bの内周面との間に段差を介して形成されている。   As shown in FIG. 9, the beam reinforcing metal piece 124 is arranged with its end face 124c in contact with the vicinity of the through hole 22b of the face 22c (the right face in the figure) of the web 22a. At this time, the opening 124a of the beam reinforcing metal 124 is formed in the same shape as the through hole 22b of the web 22a, like the beam reinforcing metal 24 according to the first embodiment shown in FIG. However, it is formed slightly larger than the size of the through hole 22b, and the inner peripheral surface of the opening 124a is formed through a step between the inner peripheral surface of the through hole 22b.

そして、梁補強金物124は、そのテーパ面124bと、ウェブ22aの上記面22cとの間の溶接部Mを溶接することにより、ウェブ22aに一体的に固定されている。   The beam reinforcing metal piece 124 is integrally fixed to the web 22a by welding a welded portion M between the tapered surface 124b and the surface 22c of the web 22a.

このような本実施の形態に係る梁補強金物124及び梁補強構造120によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁22のウェブ22aに形成された貫通孔22bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物124の重量化及び高価格化を防止することができる。   Also with the beam reinforcing hardware 124 and the beam reinforcing structure 120 according to the present embodiment, the web 22a of the steel beam 22 is added to the web 22a of the steel beam 22 similarly to the beam reinforcing hardware 24 and the beam reinforcing structure 20 according to the first embodiment. Even if the formed through-hole 22b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered, and to prevent the beam reinforcing hardware 124 from becoming heavy and expensive.

また、本実施の形態に係る梁補強構造120は、梁補強金物124の外形形状の図9中上下方向の寸法が、端面124c側に近づくにつれて徐々に大きくなるような角錐台形状に形成されており、4つのテーパ面124bを有するようになっているため、溶接部Mの溶接作業を容易に行なうことができ、その製造コストが増加するのを防止することができる。このため、梁補強金物124の高価格化を防止することができる。   Further, the beam reinforcing structure 120 according to the present embodiment is formed in a truncated pyramid shape such that the vertical dimension of the outer shape of the beam reinforcing hardware 124 in FIG. 9 gradually increases as it approaches the end face 124c side. And since it has four taper surfaces 124b, the welding operation of the welding part M can be performed easily, and it can prevent that the manufacturing cost increases. For this reason, an increase in the price of the beam reinforcing hardware 124 can be prevented.

図10は、本発明の第7の実施の形態に係る梁補強金物144及び梁補強構造140について説明するために参照する図である。   FIG. 10 is a diagram referred to for explaining the beam reinforcing hardware 144 and the beam reinforcing structure 140 according to the seventh embodiment of the present invention.

本実施の形態に係る梁補強構造140は、梁補強金物144の本体部144cの外側面144bから半径外方に突出する突出板部144dが、本体部144cに対して互いに反対側で、互いに対応する2つの位置に設けられた点、ウェブ142aに形成されたボルト挿通孔142dと、梁補強金物144の突出板部144dに形成されたボルト挿通孔144fを挿通するボルト146とナット148のネジ締結により、梁補強金物144はウェブ142aに一体的に固定される点において、前記第2の実施の形態に係る梁補強構造40と異なるものである。   In the beam reinforcing structure 140 according to the present embodiment, the protruding plate portions 144d protruding radially outward from the outer side surface 144b of the main body portion 144c of the beam reinforcing hardware 144 correspond to each other on the opposite side to the main body portion 144c. Screw fastening of a bolt 146 and a nut 148 that pass through a bolt insertion hole 142d formed in the web 142a and a bolt insertion hole 144f formed in the protruding plate portion 144d of the beam reinforcement metal 144 Thus, the beam reinforcement hardware 144 is different from the beam reinforcement structure 40 according to the second embodiment in that it is integrally fixed to the web 142a.

すなわち梁補強構造140は、図10に示すように、そのウェブ142aに長方形状の貫通孔142bとボルト挿通孔142dが形成された鉄骨梁142と、ボルト146とナット148のネジ締結によりウェブ142aに一体的に固定される略角筒状の梁補強金物144を備えている。   That is, as shown in FIG. 10, the beam reinforcing structure 140 is formed on the web 142 a by fastening a steel beam 142 having a rectangular through hole 142 b and a bolt insertion hole 142 d formed on the web 142 a, and a bolt 146 and a nut 148. A substantially rectangular tube-shaped beam reinforcement hardware 144 fixed integrally is provided.

梁補強金物144は、角筒状の本体部144cと、この本体部144cの図10中上下に位置する外側面144bのそれぞれに突出板部144dが鋳造等により一体形成されている。なお、図10においては説明の便宜上、本体部144cと突出板部144dを図中二点鎖線により分けて表示しているが、実際には互いに一体構造となっている。   In the beam reinforcing metal 144, a projecting plate portion 144d is integrally formed by casting or the like on each of a rectangular tube-shaped main body portion 144c and an outer surface 144b of the main body portion 144c positioned above and below in FIG. In FIG. 10, for convenience of explanation, the main body portion 144 c and the protruding plate portion 144 d are separately shown by a two-dot chain line in the drawing, but actually they are integrated with each other.

梁補強金物144の本体部144cは、前記第2の実施の形態に係る梁補強金物44と同様の形状に形成されている。   The main body portion 144c of the beam reinforcing hardware 144 is formed in the same shape as the beam reinforcing hardware 44 according to the second embodiment.

梁補強金物144は、ウェブ142aの貫通孔142bに挿入されて、その突出板部144dの図10中左側の面144eが、ウェブ142aの同図中右側の面142cの貫通孔142b近傍部に接触して、その本体部144cの外側面144bの軸線方向(図中左右方向)中央部の位置が、ウェブ142aの貫通孔142b内に配置されて嵌合している。   The beam reinforcing metal 144 is inserted into the through hole 142b of the web 142a, and the left surface 144e of the protruding plate 144d in FIG. 10 contacts the vicinity of the through hole 142b of the right surface 142c of the web 142a. And the position of the center part of the axial direction (left-right direction in a figure) of the outer side surface 144b of the main-body part 144c is arrange | positioned and fitted in the through-hole 142b of the web 142a.

梁補強金物144の突出板部144dにはボルト挿通孔144fが形成されており、ウェブ142aにはボルト挿通孔144fに連通する位置にボルト挿通孔142dが形成されている。   A bolt insertion hole 144f is formed in the protruding plate portion 144d of the beam reinforcing metal piece 144, and a bolt insertion hole 142d is formed in the web 142a at a position communicating with the bolt insertion hole 144f.

そして、梁補強金物144は、その突出板部144dのボルト挿通孔144fとウェブ142aのボルト挿通孔144fにボルト146のオネジ部を挿通させて、そのオネジ部先端部にナット148を締結するネジ締結により、ウェブ142aに一体的に固定されている。   The beam reinforcing metal 144 is screw-fastened by inserting the male screw portion of the bolt 146 through the bolt insertion hole 144f of the protruding plate portion 144d and the bolt insertion hole 144f of the web 142a, and fastening the nut 148 to the distal end portion of the male screw portion. Thus, the web 142a is integrally fixed.

このような本実施の形態に係る梁補強金物144及び梁補強構造140によっても、前記第1の実施の形態に係る梁補強金物24及び梁補強構造20と同様に、鉄骨梁142のウェブ142aに形成された貫通孔142bが略長方形状であっても、補強効率が著しく低下することを防止することができると共に、梁補強金物144の重量化及び高価格化を防止することができる。   The beam reinforcement hardware 144 and the beam reinforcement structure 140 according to the present embodiment also provide the web 142a of the steel beam 142 with the same as the beam reinforcement hardware 24 and the beam reinforcement structure 20 according to the first embodiment. Even if the formed through-hole 142b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered and to prevent the beam reinforcing metal 144 from being increased in weight and cost.

なお、本発明は、前述した各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であれば、種々の変更が可能である。例えば、前記実施の形態では本発明を鉄骨梁のウェブの開口形状が略長方形状の場合について説明したが、鉄骨梁のウェブの開口形状が円形状等の場合にも本発明の係る梁補強金物を適用してもよい。   Note that the present invention is not limited to the above-described embodiments, and various modifications are possible as long as the object of the present invention can be achieved. For example, in the above-described embodiment, the present invention has been described with respect to the case where the opening shape of the steel beam web is substantially rectangular. However, the beam reinforcing hardware according to the present invention is also applicable to the case where the opening shape of the steel beam web is circular or the like. May be applied.

また、前記実施の形態に係る梁補強金物は、角形鋼管を切断したり鋳造等により形成されていたが、これらの製造方法に限定されるわけではなく、鍛造、押出し、プレス、溶接等の他の製造方法により形成されるようになっていてもよい。   The beam reinforcing hardware according to the above embodiment is formed by cutting a square steel pipe or casting, but is not limited to these manufacturing methods, and other methods such as forging, extrusion, pressing, welding, etc. It may be formed by this manufacturing method.

また、前記実施の形態に係る梁補強金物の略長方形状の開口部は、図2等に示すような横長の長方形状に限定されるわけではなく、縦長の長方形状や正方形状に形成されていてもよい。また、その四隅部に図2に示すような円弧部等が形成されていてもよい。   Further, the substantially rectangular opening of the beam reinforcing hardware according to the embodiment is not limited to a horizontally long rectangular shape as shown in FIG. 2 or the like, and is formed in a vertically long rectangular shape or a square shape. May be. Further, arc portions as shown in FIG. 2 may be formed at the four corners.

また、前記第1の実施の形態に係る梁補強金物24は、その開口部24aの大きさがウェブ22aの貫通孔22bの大きさより若干大きく形成されるようになっていたが、ウェブ22aの貫通孔22bの大きさと同じ大きさに形成されるようになっていてもよい。この点、前記第6の実施の形態に係る梁補強金物124においても同様とする。   Further, in the beam reinforcing hardware 24 according to the first embodiment, the size of the opening 24a is slightly larger than the size of the through hole 22b of the web 22a. The hole 22b may be formed in the same size as the hole 22b. This also applies to the beam reinforcing hardware 124 according to the sixth embodiment.

また、前記第1の実施の形態に係る梁補強構造20において、梁補強金物24は鉄骨梁22のウェブ22aの一方の面側にのみ設けられていたが、ウェブ22aの両方の面に設けてもよい。前記第6の実施の形態に係る梁補強構造120等においても同様とする。   Further, in the beam reinforcing structure 20 according to the first embodiment, the beam reinforcing hardware 24 is provided only on one surface side of the web 22a of the steel beam 22, but is provided on both surfaces of the web 22a. Also good. The same applies to the beam reinforcing structure 120 and the like according to the sixth embodiment.

また、前記第3の実施の形態に係る梁補強金物64は、3つの突起部64dにより位置決めされるようになっていたが、突起部の形状の変更、数の増減及び配置位置の変更をしても構わない。また、図8に示すフランジ状の段付突出部104d等の、他のどのような位置決め手段を用いるようになっていてもよい。   In addition, although the beam reinforcement hardware 64 according to the third embodiment is positioned by the three protrusions 64d, the shape of the protrusions is changed, the number is increased and decreased, and the arrangement position is changed. It doesn't matter. Further, any other positioning means such as a flange-shaped stepped protrusion 104d shown in FIG. 8 may be used.

また、前記第4の実施の形態に係る梁補強金物84は、その本体部84cと突出部84dは一体形成されていたが、それぞれが別々の部材であってもよい。この場合には、本体部84cを角形鋼管から形成してもよい。この点、前記第5、第7の実施の形態に係る梁補強金物104等においても同様とする。   Moreover, although the main-body part 84c and the protrusion part 84d were integrally formed, the beam reinforcement metal fitting 84 which concerns on the said 4th Embodiment may be a separate member, respectively. In this case, the main body portion 84c may be formed from a square steel pipe. This also applies to the beam reinforcing hardware 104 according to the fifth and seventh embodiments.

2 梁補強構造
4 鉄骨梁
4a ウェブ
4b 貫通孔
6 梁補強金物
6a 開口部
6b 外周面
10 梁補強構造
12 鉄骨梁
12a ウェブ
12b 貫通孔
12c 面
14 梁補強金物
14a 開口部
14b 外周面
14c 端面
20 梁補強構造
22 鉄骨梁
22a ウェブ
22b 貫通孔
22c 面
24 梁補強金物
24a 開口部
24b 外側面
24c テーパ部
24d 端面
40 梁補強構造
42 鉄骨梁
42a ウェブ
42b 貫通孔
42c 面
44 梁補強金物
44a 開口部
44b 外側面
60 梁補強構造
62 鉄骨梁
62a ウェブ
62b 貫通孔
62c テーパ部
62d,62e 面
64 梁補強金物
64a 開口部
64b 外側面
64c 本体部
64d 突起部
64e 側面
80 梁補強構造
84 梁補強金物
84a 開口部
84b 外側面
84c 本体部
84d 突出部
84e テーパ部
100 梁補強構造
104 梁補強金物
104a 開口部
104b 外側面
104c 本体部
104d 段付突出部
104e 段差面
104f 段差側面
104g テーパ部
120 梁補強構造
124 梁補強金物
124a 開口部
124b テーパ面
124c 端面
140 梁補強構造
142 鉄骨梁
142a ウェブ
142b 貫通孔
142c 面
142d ボルト挿通孔
144 梁補強金物
144a 開口部
144b 外側面
144c 本体部
144d 突出板部
144e 面
144f ボルト挿通孔
146 ボルト
148 ナット
M 溶接部
2 Beam reinforcing structure 4 Steel beam 4a Web 4b Through hole 6 Beam reinforcing metal 6a Opening 6b Outer peripheral surface 10 Beam reinforcing structure 12 Steel beam 12a Web 12b Through hole 12c Surface 14 Beam reinforcing metal 14a Opening 14b Outer peripheral surface 14c End surface 20 Beam Reinforcement structure 22 Steel beam 22a Web 22b Through hole 22c surface 24 Beam reinforcement hardware 24a Opening 24b Outer side surface 24c Taper portion 24d End surface 40 Beam reinforcement structure 42 Steel beam 42a Web 42b Through hole 42c surface 44 Beam reinforcement metal 44b Opening portion 44b Side surface 60 Beam reinforcement structure 62 Steel beam 62a Web 62b Through hole 62c Tapered portion 62d, 62e Surface 64 Beam reinforcement hardware 64a Opening portion 64b Outer side surface 64c Body portion 64d Projection portion 64e Side surface 80 Beam reinforcement structure 84 Beam reinforcement hardware 84a Opening portion 84b 84c outside surface Portion 84d Protruding portion 84e Tapered portion 100 Beam reinforcing structure 104 Beam reinforcing hardware 104a Opening portion 104b Outer side surface 104c Body side portion 104d Stepped protruding portion 104e Stepped surface 104f Stepped side surface 104g Taper portion 120 Beam reinforcing structure 124 Beam reinforcing hardware 124a Opening portion 124b Tapered surface 124c End surface 140 Beam reinforcing structure 142 Steel beam 142a Web 142b Through hole 142c Surface 142d Bolt insertion hole 144 Beam reinforcement hardware 144a Opening 144b Outer side surface 144c Main body portion 144d Projecting plate portion 144e Surface 144f Bolt insertion hole 1 welded part

Claims (5)

鉄骨梁のウェブに形成された略長方形状の貫通孔に設けられる梁補強金物において、
開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成された
ことを特徴とする梁補強金物。
In the beam reinforcement hardware provided in the substantially rectangular through hole formed in the steel beam web,
A beam-reinforcing metal fitting having an opening and having an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening formed in a substantially rectangular shape.
前記外側形状と前記内側形状は略相似状に形成された
ことを特徴とする請求項1に記載の梁補強金物。
The beam reinforcing hardware according to claim 1, wherein the outer shape and the inner shape are formed in a substantially similar shape.
前記梁補強金物の外側面より外側に突出する位置決め手段が設けられた
ことを特徴とする請求項1又は2に記載の梁補強金物。
The beam reinforcing hardware according to claim 1 or 2, further comprising positioning means that protrudes outward from an outer surface of the beam reinforcing hardware.
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの表裏両面の一方又は双方に設けられた
ことを特徴とする梁補強構造。
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcing structure is provided on one or both of the front and back surfaces of the web.
鉄骨梁のウェブに形成された略長方形状の貫通孔に梁補強金物が設けられた梁補強構造において、
前記梁補強金物は開口部を有し、この開口部の軸線に対して略直角方向の断面における外側形状と内側形状が略長方形状に形成されると共に、
前記梁補強金物は前記ウェブの貫通孔に嵌合された
ことを特徴とする梁補強構造。
In the beam reinforcement structure in which the beam reinforcement hardware is provided in the substantially rectangular through hole formed in the steel beam web,
The beam reinforcing hardware has an opening, and an outer shape and an inner shape in a cross section substantially perpendicular to the axis of the opening are formed in a substantially rectangular shape,
The beam reinforcing structure is characterized in that the beam reinforcing hardware is fitted into a through hole of the web.
JP2012162104A 2012-07-20 2012-07-20 Beam reinforcing metallic material and beam reinforcing structure Pending JP2014020162A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104179297A (en) * 2014-08-21 2014-12-03 四川金锋建设有限公司 Steel beam threading hole reinforcing structure
JP6302583B1 (en) * 2017-02-16 2018-03-28 日本ファブテック株式会社 Beam through hole reinforcement ring
JP2020133312A (en) * 2019-02-22 2020-08-31 コーリョー建販株式会社 Beam through-hole reinforcing metal fitting and beam through-hole reinforcing structure
JP2020133745A (en) * 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method

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Publication number Priority date Publication date Assignee Title
JPH0463941B2 (en) * 1984-10-08 1992-10-13 Shimizu Kensetsu Kk
WO2006018865A1 (en) * 2004-08-17 2006-02-23 Hitachi Metals Techno, Ltd. Steel-framed beam reinforcing metal fixture
JP2006241680A (en) * 2005-02-28 2006-09-14 Sumitomo Metal Steel Products Inc Beam-opening reinforcement structure
JP2007002453A (en) * 2005-06-22 2007-01-11 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2007120015A (en) * 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0463941B2 (en) * 1984-10-08 1992-10-13 Shimizu Kensetsu Kk
WO2006018865A1 (en) * 2004-08-17 2006-02-23 Hitachi Metals Techno, Ltd. Steel-framed beam reinforcing metal fixture
JP2006241680A (en) * 2005-02-28 2006-09-14 Sumitomo Metal Steel Products Inc Beam-opening reinforcement structure
JP2007002453A (en) * 2005-06-22 2007-01-11 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2007120015A (en) * 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104179297A (en) * 2014-08-21 2014-12-03 四川金锋建设有限公司 Steel beam threading hole reinforcing structure
JP6302583B1 (en) * 2017-02-16 2018-03-28 日本ファブテック株式会社 Beam through hole reinforcement ring
JP2018131824A (en) * 2017-02-16 2018-08-23 日本ファブテック株式会社 Strengthening ring for through hole of beam
JP2020133745A (en) * 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method
JP2020133312A (en) * 2019-02-22 2020-08-31 コーリョー建販株式会社 Beam through-hole reinforcing metal fitting and beam through-hole reinforcing structure

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