JP2014020163A - Beam reinforcing metallic material and beam reinforcing structure - Google Patents

Beam reinforcing metallic material and beam reinforcing structure Download PDF

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JP2014020163A
JP2014020163A JP2012162105A JP2012162105A JP2014020163A JP 2014020163 A JP2014020163 A JP 2014020163A JP 2012162105 A JP2012162105 A JP 2012162105A JP 2012162105 A JP2012162105 A JP 2012162105A JP 2014020163 A JP2014020163 A JP 2014020163A
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beam reinforcing
hardware
web
hole
reinforcement
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Hidenari Matsuo
英成 松尾
Hidenori Tanaka
秀宣 田中
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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, while allowing easy construction work for the beam reinforcing structure.SOLUTION: A beam reinforcing metallic material 2 is provided on a web 24a of a steel beam 24 in which an approximately rectangular through-hole 24b is formed. The beam reinforcing metallic material 2 is constructed by at least two members 2a which are shaped along the longitudinal directions of the sides of the through-hole 24b.

Description

本発明は、ウェブ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 of the web is formed in the web.

従来の梁補強構造としては、図15及び図16に示すような梁補強構造70があった(特許文献1参照)。この従来の梁補強構造70は、鉄骨梁24のウェブ24aに形成された円形状の貫通孔24bに、円形状の開口部72bを有する円筒状の梁補強金物72の円周面(外周面)を嵌合させて、溶接部M、すなわち、梁補強金物72の外周面と、ウェブ24aの図15中左側の面の貫通孔24b近傍部分との間を溶接することにより、梁補強金物72をウェブ24aに固定するものであった。   As a conventional beam reinforcement structure, there was a beam reinforcement structure 70 as shown in FIGS. 15 and 16 (see Patent Document 1). In this conventional beam reinforcing structure 70, a circumferential surface (outer peripheral surface) of a cylindrical beam reinforcing metal 72 having a circular opening 72b in a circular through hole 24b formed in a web 24a of a steel beam 24. Are welded between the outer peripheral surface of the welded portion M, that is, the beam reinforcing hardware 72, and a portion in the vicinity of the through hole 24b on the left side of the web 24a in FIG. It was fixed to the web 24a.

また、上記梁補強構造70とは別の従来の梁補強構造としては、図17及び図18に示す第2の従来の梁補強構造80があった。この第2の従来の梁補強構造80は、鉄骨梁24のウェブ24aの図17中右側の面に、円形状の開口部82bを有する円環状の梁補強金物82の図中左側の面を接触させて、溶接部M、すなわち、梁補強金物82の外周面と、ウェブ24aの図17中右側の面との間を溶接することにより、梁補強金物82をウェブ24aに固定するものであった。   Further, as a conventional beam reinforcing structure different from the beam reinforcing structure 70, there is a second conventional beam reinforcing structure 80 shown in FIGS. In the second conventional beam reinforcing structure 80, the left side surface of the annular beam reinforcing metal member 82 having a circular opening 82b is brought into contact with the right side surface of the web 24a of the steel beam 24 in FIG. The beam reinforcement metal 82 is fixed to the web 24a by welding the welded portion M, that is, the outer peripheral surface of the beam reinforcement metal 82 and the right side surface of the web 24a in FIG. .

このような従来の梁補強構造70や80は、ウェブ24aの貫通孔24b周囲の肉厚部分が梁補強金物72や82によって補強されるため、ウェブ24aに貫通孔24bが形成されたことによる鉄骨梁24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 conventional beam reinforcing structures 70 and 80, since the thick portion around the through hole 24b of the web 24a is reinforced by the beam reinforcing hardware 72 and 82, the steel frame is obtained by forming the through hole 24b in the web 24a. The reduction in the strength of the beam 24 can be prevented.

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70や80は、図16及び図18に示す梁補強金物72や82が、鋳造或いは鍛造等により円筒状、すなわち、梁補強金物72,82の開口部72b,82bの軸線に対して略直角方向の断面における、梁補強金物72,82の外側形状と内側形状がいずれも円形状に一体形成されているために、ウェブ24aに形成された貫通孔(24bに相当)の開口形状が略長方形状である場合には、以下のような問題があった。   However, in the conventional beam reinforcement structures 70 and 80, the beam reinforcement hardware 72 and 82 shown in FIGS. 16 and 18 are cylindrical by casting or forging, that is, the openings 72b and 82b of the beam reinforcement hardware 72 and 82, respectively. Since the outer shape and the inner shape of the beam reinforcing hardware 72, 82 are integrally formed in a circular shape in a cross section in a direction substantially perpendicular to the axis of the through hole, the through hole (corresponding to 24b) formed in the web 24a. ) Has an approximately rectangular shape, there are the following problems.

すなわち、上記第1の従来の梁補強構造70は、ウェブ24aに形成された貫通孔の開口形状が略長方形状であるとした場合には、梁補強金物72の外周面とウェブ24aの貫通孔との間に、略三角形状の大きな隙間が4ヶ所に形成されるため、互いに嵌合する部分が著しく少なくなるので補強効率が著しく低下してしまい、ウェブ24aの略長方形状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, in the first conventional beam reinforcing structure 70, when the opening shape of the through hole formed in the web 24a is substantially rectangular, the outer peripheral surface of the beam reinforcing hardware 72 and the through hole of the web 24a. In between, the large triangular gaps are formed at four locations, so that the number of portions that are fitted to each other is remarkably reduced, so that the reinforcement efficiency is remarkably reduced, and the circumference of the substantially rectangular through hole of the web 24a is reduced. There was a problem that the thick part could not be sufficiently reinforced.

また、上記第2の従来の梁補強構造80は、ウェブ24aに形成された貫通孔の開口形状が略長方形状であるとした場合には、梁補強金物82の開口部82bの内径寸法をウェブ24aの略長方形状の貫通孔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ため、その分梁補強金物82の外形寸法も大型化しすぎるという問題があった。   Further, in the second conventional beam reinforcing structure 80, when the opening shape of the through hole formed in the web 24a is substantially rectangular, the inner diameter dimension of the opening 82b of the beam reinforcing hardware 82 is set to the web. Since it is necessary to increase the size of the through hole having a substantially rectangular shape 24a to a size that can completely enclose the through hole to the corner, there is a problem that the external dimensions of the beam reinforcing hardware 82 are excessively increased.

また、梁補強金物82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使用する材料が増加して梁補強金物82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82の高価格化をも招くという問題があった。   Further, when the external dimensions of the beam reinforcing hardware 82 are increased, the amount of material to be used is increased by the increase in the external dimensions, leading to an increase in the weight of the beam reinforcing hardware 82, and manufacturing costs such as an increase in material costs. Therefore, there is a problem in that the price of the beam reinforcing metal part 82 is also increased.

また、梁補強金物72や82は、鋳造或いは鍛造等により一体形成されているため、その外形形状が大きいものを製造するためには、その大きさのものを形成可能な大きな金型、鋳型が必要になり、それらの製造費は高額なものとなるので、結果として梁補強金物72や82の高価格化をも招くという問題があった。   In addition, since the beam reinforcing hardware 72 and 82 are integrally formed by casting or forging, a large mold or mold capable of forming the size is required to manufacture a material having a large outer shape. As a result, the manufacturing cost thereof becomes high, and as a result, there is a problem in that the price of the beam reinforcing hardware 72 and 82 is increased.

また、梁補強金物72や82は、鋳造或いは鍛造等により一体形成されており、その外形形状が大きく重量を有するため、その搬送作業や鉄骨梁への固定作業などの梁補強構造の施工作業を容易に行なうことができないという問題もあった。   In addition, the beam reinforcing hardware 72 and 82 are integrally formed by casting or forging, and the outer shape thereof is large and has a heavy weight. Therefore, the work for carrying out the beam reinforcing structure such as the carrying work and the fixing work to the steel beam is performed. There was also a problem that it could not be done easily.

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、梁補強構造の施工作業を容易に行なうことができる、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 that can prevent an increase in weight and cost and can easily perform a construction work of the beam reinforcing structure.

上記課題を解決するために、本発明による梁補強金物は、
略長方形状の貫通孔が形成された鉄骨梁のウェブに設けられる梁補強金物において、
前記梁補強金物は、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構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 on the steel beam web in which a substantially rectangular through hole is formed,
The beam reinforcing hardware is configured by at least two members having a shape along the length direction of the side of the through hole.

また、本発明による梁補強金物は、
前記梁補強金物は、前記貫通孔の上下2辺の長さ方向に沿った2つの部材により構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 beam reinforcing hardware is constituted by two members along the length direction of two upper and lower sides of the through hole.

また、本発明による梁補強金物は、
前記梁補強金物は、前記貫通孔の各辺の長さ方向に沿った4つの部材により構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 beam reinforcing hardware is composed of four members along the length direction of each side of the through hole.

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、
略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記ウェブの一方の面又は双方の面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 on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcing hardware is composed of at least two members having a shape along the length direction of the side of the through hole, and is provided on one surface or both surfaces of the web. is there.

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、
略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記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 on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcing hardware is constituted by at least two members having a shape along the length direction of the side of the through hole, and is fitted into the through hole.

このような本発明の梁補強金物によれば、
略長方形状の貫通孔が形成された鉄骨梁のウェブに設けられる梁補強金物において、
前記梁補強金物は、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構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、梁補強構造の施工作業を容易に行なうことができる。
According to such a beam reinforcing hardware of the present invention,
In the beam reinforcement hardware provided on the steel beam web in which a substantially rectangular through hole is formed,
The beam reinforcing hardware is constituted by at least two members having a shape along the length direction of the side of the through hole.
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 reduced and to prevent the beam reinforcement hardware from becoming heavy and expensive. The construction work of the beam reinforcement structure can be easily performed.

また、本発明の梁補強構造によれば、
略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記ウェブの一方の面又は双方の面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、梁補強構造の施工作業を容易に行なうことができる。
Moreover, according to the beam reinforcing structure of the present invention,
In the beam reinforcement structure in which the beam reinforcement hardware is provided on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcing hardware is constituted by at least two members having a shape along the length direction of the side of the through hole, and is provided on one surface or both surfaces 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 reduced and to prevent the beam reinforcement hardware from becoming heavy and expensive. The construction work of the beam reinforcement structure can be easily performed.

また、本発明の梁補強構造によれば、
略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記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、梁補強構造の施工作業を容易に行なうことができる。
Moreover, according to the beam reinforcing structure of the present invention,
In the beam reinforcement structure in which the beam reinforcement hardware is provided on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcing hardware is constituted by at least two members having a shape along the length direction of the side of the through hole, and is fitted into the through hole.
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 reduced and to prevent the beam reinforcement hardware from becoming heavy and expensive. The construction work of the beam reinforcement structure can be easily performed.

本発明の第1の実施の形態に係る梁補強構造1を示す図であって、図2に示す梁補強構造1のA−A線矢視断面図である。It is a figure which shows the beam reinforcement structure 1 which concerns on the 1st Embodiment of this invention, Comprising: It is AA arrow sectional drawing of the beam reinforcement structure 1 shown in FIG. 図1における梁補強構造1の要部正面図である。It is a principal part front view of the beam reinforcement structure 1 in FIG. 本発明の第1、第4の実施の形態に係る梁補強金物2,42の正面図である。It is a front view of the beam reinforcement metal fittings 2 and 42 which concern on the 1st, 4th embodiment of this invention. 本発明の第2の実施の形態に係る梁補強構造10を示す図であって、図5に示す梁補強構造10のB−B線矢視断面図である。It is a figure which shows the beam reinforcement structure 10 which concerns on the 2nd Embodiment of this invention, Comprising: It is the BB arrow sectional drawing of the beam reinforcement structure 10 shown in FIG. 図4における梁補強構造10の要部正面図である。It is a principal part front view of the beam reinforcement structure 10 in FIG. 本発明の第3の実施の形態に係る梁補強構造20を示す図であって、図7に示す梁補強構造20のC−C線矢視断面図である。It is a figure which shows the beam reinforcement structure 20 which concerns on the 3rd Embodiment of this invention, Comprising: It is CC sectional view taken on the line of the beam reinforcement structure 20 shown in FIG. 図6における梁補強構造20の要部正面図である。It is a principal part front view of the beam reinforcement structure 20 in FIG. 本発明の第4の実施の形態に係る梁補強構造40を示す図であって、図9に示す梁補強構造20のD−D線矢視断面図である。It is a figure which shows the beam reinforcement structure 40 which concerns on the 4th Embodiment of this invention, Comprising: It is the DD sectional view taken on the line of the beam reinforcement structure 20 shown in FIG. 図8における梁補強構造40の要部正面図である。It is a principal part front view of the beam reinforcement structure 40 in FIG. 本発明の第5の実施の形態に係る梁補強構造50を示す図であって、図11に示す梁補強構造50のE−E線矢視断面図である。It is a figure which shows the beam reinforcement structure 50 which concerns on the 5th Embodiment of this invention, Comprising: It is the EE arrow directional cross-sectional view of the beam reinforcement structure 50 shown in FIG. 図10における梁補強構造50の要部正面図である。It is a principal part front view of the beam reinforcement structure 50 in FIG. 本発明の第6の実施の形態に係る梁補強構造60を示す図であって、図13に示す梁補強構造60のF−F線矢視断面図である。It is a figure which shows the beam reinforcement structure 60 which concerns on the 6th Embodiment of this invention, Comprising: It is the FF arrow directional cross-sectional view of the beam reinforcement structure 60 shown in FIG. 図12における梁補強構造60の要部正面図である。It is a principal part front view of the beam reinforcement structure 60 in FIG. 本発明の第7の実施の形態に係る梁補強金物32の正面図である。It is a front view of the beam reinforcement metal fitting 32 which concerns on the 7th Embodiment of this invention. 第1の従来の梁補強構造70を示す図であって、図16に示す梁補強構造70のG−G線矢視断面図である。It is a figure which shows the 1st conventional beam reinforcement structure 70, Comprising: It is GG arrow sectional drawing of the beam reinforcement structure 70 shown in FIG. 図15における梁補強構造70の要部正面図である。It is a principal part front view of the beam reinforcement structure 70 in FIG. 第2の従来の梁補強構造80を示す図であって、図18に示す梁補強構造80のH−H線矢視断面図である。It is a figure which shows the 2nd conventional beam reinforcement structure 80, Comprising: It is the HH arrow directional cross-sectional view of the beam reinforcement structure 80 shown in FIG. 図17における梁補強構造80の要部正面図である。It is a principal part front view of the beam reinforcement structure 80 in FIG.

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から図3は、本発明の第1の実施の形態に係る梁補強金物2及び梁補強構造1について説明するために参照する図である。   FIGS. 1 to 3 are views referred to for explaining the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the first embodiment of the present invention.

本実施の形態に係る梁補強構造1は、図1に示すように、そのウェブ24aに略長方形状の開口部24b(図2参照)が形成された鉄骨梁24と、ウェブ24aの図1中右側の面のみに配置されて、溶接部M2が溶接されてウェブ24aに一体的に固定される角筒状に構成された梁補強金物2を備えている。   As shown in FIG. 1, the beam reinforcing structure 1 according to the present embodiment includes a steel beam 24 in which a substantially rectangular opening 24b (see FIG. 2) is formed in the web 24a, and the web 24a in FIG. It is provided only with the right side surface, and is provided with a beam reinforcing hardware 2 configured in a rectangular tube shape, which is welded to the welded portion M2 and is integrally fixed to the web 24a.

梁補強金物2は、図3に示すように、4つの厚板状の構成部材2a(部材)の、互いの端面同士の間の溶接部M1を溶接することにより一体的に形成され、開口形状と外周形状が略長方形状の開口部2bと外周面2cを有する角環状に形成されている。   As shown in FIG. 3, the beam reinforcing hardware 2 is integrally formed by welding the welded portions M <b> 1 between the end surfaces of the four thick plate-like component members 2 a (members). And the outer peripheral shape is formed in a square ring shape having a substantially rectangular opening 2b and an outer peripheral surface 2c.

図1に示すように、梁補強金物2は、その図中左側の端面をウェブ24aの図中右側の面の貫通孔24b近傍部に接触させて配置されている。このとき、梁補強金物2を構成する4つの構成部材2aのそれぞれは、ウェブ24aの略長方形状の貫通孔24bの四辺それぞれの辺の長さ方向に沿うように配置されている。   As shown in FIG. 1, the beam reinforcing hardware 2 is arranged with the end face on the left side in the drawing in contact with the vicinity of the through hole 24 b on the right side in the drawing of the web 24 a. At this time, each of the four constituent members 2a constituting the beam reinforcing hardware 2 is arranged along the length direction of each of the four sides of the substantially rectangular through hole 24b of the web 24a.

図2に示すように、梁補強金物2の開口部2bは、その開口形状がウェブ24aの貫通孔24bの開口形状と同じ長方形状に形成されているが、貫通孔24bの大きさより若干大きく形成されていて、図1に示すように、開口部2bの内周面は、貫通孔24b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. 2, the opening 2b of the beam reinforcing metal piece 2 is formed in the same rectangular shape as the opening shape of the through hole 24b of the web 24a, but slightly larger than the size of the through hole 24b. In addition, as shown in FIG. 1, the inner peripheral surface of the opening 2b is formed with a step between the inner peripheral surface of the through hole 24b.

そして、梁補強金物2は、その外周面2cと、ウェブ24aの図1中右側の面との間の溶接部M2が溶接されて一体的に固定されている。このとき、溶接部M2は、図2に示すように、梁補強金物2を構成する構成部材2aそれぞれの外周面2cの4つの直線部分に沿うように形成されている。   The beam reinforcing hardware 2 is integrally fixed by welding a welded portion M2 between the outer peripheral surface 2c and the right side surface of the web 24a in FIG. At this time, as shown in FIG. 2, the welded portion M2 is formed along the four straight portions of the outer peripheral surface 2c of each of the structural members 2a constituting the beam reinforcing hardware 2.

このような本実施の形態に係る梁補強金物2及び梁補強構造1においては、梁補強金物2を構成する構成部材2aのそれぞれがウェブ24aの貫通孔24bの四辺それぞれの辺に沿うように配置されてウェブ24aに固定されていると共に、梁補強金物2の開口部2bの開口形状が、ウェブ24aの貫通孔24bと同じ長方形状に形成されているが、貫通孔24bの大きさより若干大きく形成されているだけなので、前記第2の従来の梁補強金物82のように、梁補強金物2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2の重量化及び高価格化をも防止することができる。   In the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to this embodiment, the component members 2a constituting the beam reinforcing hardware 2 are arranged so as to be along the four sides of the through hole 24b of the web 24a. In addition to being fixed to the web 24a, the opening shape of the opening 2b of the beam reinforcing hardware 2 is formed in the same rectangular shape as the through hole 24b of the web 24a, but slightly larger than the size of the through hole 24b. Therefore, it is possible to prevent the outer shape of the beam reinforcing hardware 2 from becoming large like the second conventional beam reinforcing hardware 82, and to increase the weight and cost of the beam reinforcing hardware 2. Can also be prevented.

また、本実施の形態に係る梁補強金物2は、4つの構成部材2aが組合わされて一体的に形成されているため、梁補強金物2自体を鋳造或いは鍛造等により一体形成する場合に比べて、1つの構成部材2aを作成する場合に必要となる金型、鋳型の型の大きさを小さくすることができるので、或いは機械加工により形成すれば型を必要としないので、梁補強金物2の高価格化を防止することができる。   Further, since the beam reinforcing hardware 2 according to the present embodiment is integrally formed by combining the four constituent members 2a, compared to the case where the beam reinforcing hardware 2 itself is integrally formed by casting or forging. Since it is possible to reduce the size of the mold and the mold of the mold necessary for producing one constituent member 2a, or if it is formed by machining, no mold is required. High price can be prevented.

また、本実施の形態に係る梁補強金物2は、4つの構成部材2aが組合わされて一体的に形成されているため、梁補強金物2全体に比べて、構成部材2aは外形形状が小さく軽量であるため、その搬送作業や鉄骨梁24への固定作業などの梁補強構造1の施工作業を容易に行なうことができる。   Further, since the beam reinforcing hardware 2 according to the present embodiment is integrally formed by combining the four structural members 2a, the structural member 2a has a smaller outer shape and is lighter than the entire beam reinforcing hardware 2. Therefore, the construction work of the beam reinforcing structure 1 such as the carrying work and the fixing work to the steel beam 24 can be easily performed.

また、本実施の形態に係る梁補強構造1は、梁補強金物2とウェブ24aの溶接部M2が梁補強金物2の外周面2c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M2の溶接作業を容易に行なうことができる。このため、梁補強構造1の施工作業を容易に行なうことができる。   Further, in the beam reinforcing structure 1 according to the present embodiment, since the welded portion M2 of the beam reinforcing hardware 2 and the web 24a is formed in a straight line along the outer peripheral surface 2c of the beam reinforcing hardware 2, the welded portion The welding operation of M2 can be easily performed. For this reason, the construction work of the beam reinforcement structure 1 can be performed easily.

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2及び梁補強構造1によれば、鉄骨梁24のウェブ24aに形成された貫通孔24b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2の重量化及び高価格化を防止することができ、梁補強構造1の施工作業を容易に行なうことができる。   Therefore, as described above, according to the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the present embodiment, even though the through hole 24b formed in the web 24a of the steel beam 24 is substantially rectangular, It is possible to prevent the reinforcing efficiency from being significantly lowered, to prevent the beam reinforcing hardware 2 from being increased in weight and price, and to easily perform the construction work of the beam reinforcing structure 1.

また、本実施の形態に係る梁補強構造1は、梁補強金物2の開口部2bとウェブ24aの貫通孔24b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2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状の配管を通すことができるので、やはり梁補強金物2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 reinforcement structure 1 according to the present embodiment, since the opening shape of the opening 2b of the beam reinforcement hardware 2 and the through hole 24b of the web 24a is formed in a substantially rectangular shape, the outer shape of the beam reinforcement hardware 2 Even if the cross section of the exhaust duct or the like is not increased, the pipe having a substantially rectangular cross section can be passed therethrough. Therefore, it is possible to prevent the beam reinforcing hardware 2 from being increased in weight and cost.

図4及び図5は、本発明の第2の実施の形態に係る梁補強金物12及び梁補強構造10について説明するために参照する図である。   4 and 5 are views referred to for explaining the beam reinforcing hardware 12 and the beam reinforcing structure 10 according to the second embodiment of the present invention.

本実施の形態に係る梁補強構造10は、図4に示すように、そのウェブ24aに長方形状の貫通孔24b(図5参照)が形成された鉄骨梁24と、ウェブ24aの図中右側の面のみに配置されて、溶接部M2が溶接されてウェブ24aに一体的に固定される梁補強金物12を備えている。   As shown in FIG. 4, the beam reinforcing structure 10 according to the present embodiment includes a steel beam 24 in which a rectangular through hole 24 b (see FIG. 5) is formed in the web 24 a and the right side of the web 24 a in the drawing. The beam reinforcing metal member 12 is disposed only on the surface and welded to the web 24a by welding the welded portion M2.

梁補強金物12は、図5に示すように、互いの外形形状が同一に形成され、図中上下方向に互いに離れて互いに対向して配置された上下2つの厚板状の構成部材2aからなるものである。   As shown in FIG. 5, the beam reinforcing hardware 12 is composed of two upper and lower thick plate-like structural members 2 a that are formed to have the same outer shape and are arranged to face each other in the vertical direction in the figure. Is.

2つの構成部材2aは、図4に示すように、その図中左側の端面をウェブ24aの図中右側の貫通孔24b近傍の面に接触させて配置されている。また、上下2つの構成部材2aは、図5に示すように、図中左右方向に伸びる鉄骨梁24の長さ方向に対して略平行に配置されており、ウェブ24aの貫通孔24bの図中上下に位置する2辺の長さ方向に沿うように配置されている。   As shown in FIG. 4, the two component members 2a are arranged such that the left end surface in the drawing is in contact with the surface of the web 24a in the vicinity of the right through-hole 24b in the drawing. Further, as shown in FIG. 5, the upper and lower constituent members 2a are arranged substantially parallel to the length direction of the steel beam 24 extending in the left-right direction in the drawing, and in the drawing of the through hole 24b of the web 24a. It arrange | positions along the length direction of two sides located up and down.

そして、構成部材2aは、その外側面と、ウェブ24aの図4中右側の面との間の溶接部M2が溶接されて一体的に固定されている。このとき、溶接部M2は、図5に示すように、構成部材2aのそれぞれの外側面の直線部分の長さ方向に沿うように形成されている。   And the welding part M2 between the outer side surface and the surface of the right side in FIG. 4 of the web 24a is welded, and the structural member 2a is integrally fixed. At this time, as shown in FIG. 5, the welding part M2 is formed along the length direction of the straight line part of each outer side surface of the structural member 2a.

ここで、前記第1の実施の形態に係る梁補強構造1における、図2中左右方向に対向して配置された2つの構成部材2aは、同図中上下方向に対向して配置された2つの構成部材2aに比べて、鉄骨梁24の貫通孔24bの補強効果が少ないものであり、本実施の形態に係る梁補強構造10のように、2つの構成部材2aを図5中上下方向のみに対向して配置することによっても、前記第1の実施の形態に係る梁補強構造1と同様の補強効果を得ることができるようになっている。   Here, in the beam reinforcing structure 1 according to the first embodiment, the two constituent members 2a arranged opposite to each other in the left-right direction in FIG. 2 are arranged to face each other in the up-down direction in FIG. The reinforcing effect of the through hole 24b of the steel beam 24 is less than that of the two structural members 2a, and the two structural members 2a are arranged only in the vertical direction in FIG. 5 as in the beam reinforcing structure 10 according to the present embodiment. Also by arranging them facing each other, the same reinforcing effect as that of the beam reinforcing structure 1 according to the first embodiment can be obtained.

このような本実施の形態に係る梁補強金物12及び梁補強構造10によっても、前記第1の実施の形態に係る梁補強金物2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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12の重量化及び高価格化を防止することができ、梁補強構造10の施工作業を容易に行なうことができる。   Also with the beam reinforcing hardware 12 and the beam reinforcing structure 10 according to this embodiment, similarly to the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the first embodiment, the web 24a of the steel beam 24 is attached to the web 24a. Even if the formed through-hole 24b has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being remarkably lowered, and to prevent the beam reinforcement hardware 12 from being increased in weight and price, thereby reinforcing the beam. The construction work of the structure 10 can be easily performed.

また、本実施の形態に係る梁補強金物12及び梁補強構造10によっては、前記第1の実施の形態に比べて構成部材2aの数を減らすことができると共に、溶接箇所も減らすことができるため、梁補強金物12の重量化及び高価格化を防止することができ、梁補強構造10の施工作業も容易に行なうことができる。   Further, depending on the beam reinforcing hardware 12 and the beam reinforcing structure 10 according to the present embodiment, the number of constituent members 2a can be reduced as compared with the first embodiment, and the number of welding points can also be reduced. Further, it is possible to prevent the beam reinforcing hardware 12 from being increased in weight and cost, and the construction work of the beam reinforcing structure 10 can be easily performed.

図6及び図7は、本発明の第3の実施の形態に係る梁補強金物22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。   FIGS. 6 and 7 are views referred to for explaining the beam reinforcing hardware 22 and the beam reinforcing structure 20 according to the third embodiment of the present invention.

本実施の形態に係る梁補強構造20は、梁補強金物22の外形形状が角錐台状に形成されている点において、前記第1の実施の形態に係る梁補強構造1と異なるものである。   The beam reinforcing structure 20 according to the present embodiment is different from the beam reinforcing structure 1 according to the first embodiment in that the outer shape of the beam reinforcing hardware 22 is formed in a truncated pyramid shape.

すなわち、図6に示すように、梁補強金物22を構成する構成部材22a(部材)の外周面22cは、ウェブ24aに近づくにつれてその図6中上下方向の寸法が徐々に大きくなるようなテーパ状に形成されている。   That is, as shown in FIG. 6, the outer peripheral surface 22c of the structural member 22a (member) constituting the beam reinforcing hardware 22 is tapered so that the vertical dimension in FIG. 6 gradually increases as it approaches the web 24a. Is formed.

そして、梁補強金物22は、そのテーパ状に形成された外周面22cと、ウェブ24aとの間の溶接部M2を溶接されることにより、ウェブ24aに一体的に固定されている。   The beam reinforcing hardware 22 is integrally fixed to the web 24a by welding a welded portion M2 between the outer peripheral surface 22c formed in a tapered shape and the web 24a.

このような本実施の形態に係る梁補強金物22及び梁補強構造20によっても、前記第1の実施の形態に係る梁補強金物2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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22の重量化及び高価格化を防止することができ、梁補強構造20の施工作業を容易に行なうことができる。   Also with the beam reinforcing hardware 22 and the beam reinforcing structure 20 according to the present embodiment, the web 24a of the steel beam 24 is added to the web 24a of the steel beam 24 in the same manner as the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the first embodiment. Even if the formed through-hole 24b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being remarkably lowered, and to prevent the beam reinforcing hardware 22 from being increased in weight and price, and beam reinforcing. The construction work of the structure 20 can be easily performed.

また、本実施の形態に係る梁補強構造20は、構成部材22aの外周面22cが、テーパ状に形成されているため、溶接部M2の溶接作業を容易に行なうことができると共に、梁補強構造20の施工作業を容易に行なうことができる。   Further, in the beam reinforcing structure 20 according to the present embodiment, since the outer peripheral surface 22c of the component member 22a is formed in a tapered shape, the welding operation of the welded portion M2 can be easily performed, and the beam reinforcing structure is also provided. 20 construction operations can be easily performed.

図8及び図9は、本発明の第4の実施の形態に係る梁補強金物42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. 8 and FIG. 9 are diagrams which are referred to for explaining the beam reinforcing hardware 42 and the beam reinforcing structure 40 according to the fourth embodiment of the present invention.

本実施の形態に係る梁補強構造40は、図8に示すように、そのウェブ24aに長方形状の貫通孔24b(図9参照)が形成された鉄骨梁24と、その外周面42cをウェブ24aの貫通孔24bに嵌合させて、図中ウェブ24aの表裏両側の溶接部M2が溶接されてウェブ24aに一体的に固定される、角筒状の梁補強金物42を備えている。   As shown in FIG. 8, the beam reinforcing structure 40 according to the present embodiment includes a steel beam 24 in which a rectangular through hole 24b (see FIG. 9) is formed in the web 24a, and an outer peripheral surface 42c of the steel beam 24a. The welded portion M2 on both the front and back sides of the web 24a in the figure is welded and fixed to the web 24a so as to be integrally fixed to the web 24a.

梁補強金物42は、図3に示すように、前記第1の実施の形態に係る梁補強金物2と同様に、4つの厚板状の構成部材42a(部材)の、互いの端面同士の間の溶接部M1を溶接することにより一体的に形成され、開口形状と外周形状が長方形状の開口部42bと外周面42cを有する角筒状に形成されている。   As shown in FIG. 3, the beam reinforcing hardware 42 is similar to the beam reinforcing hardware 2 according to the first embodiment between four end surfaces of the four thick plate-shaped component members 42 a (members). The welded portion M1 is integrally formed, and the opening shape and the outer peripheral shape are formed in a rectangular tube shape having a rectangular opening portion 42b and an outer peripheral surface 42c.

図8に示すように、梁補強金物42は、ウェブ24aの貫通孔24bに挿入されて、その外周面42cの軸線方向(図中左右方向)中央部がウェブ24aの貫通孔24b内に配置されて溶接部M2が溶接されることにより、ウェブ24aに一体的に固定されている。   As shown in FIG. 8, the beam reinforcing metal member 42 is inserted into the through hole 24b of the web 24a, and the central portion of the outer peripheral surface 42c in the axial direction (left-right direction in the figure) is disposed in the through hole 24b of the web 24a. As a result, the weld M2 is welded to the web 24a.

このような本実施の形態に係る梁補強金物42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2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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42の重量化及び高価格化を防止することができ、梁補強構造40の施工作業を容易に行なうことができる。   The beam reinforcement hardware 42 and the beam reinforcement structure 40 according to the present embodiment also provide the web 24a of the steel beam 24 with the same as the beam reinforcement hardware 2 and the beam reinforcement structure 1 according to the first embodiment. Even if the formed through-hole 24b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being remarkably lowered, and to prevent the beam reinforcing hardware 42 from being increased in weight and price, and thus to reinforce the beam. The construction work of the structure 40 can be easily performed.

図10及び図11は、本発明の第5の実施の形態に係る梁補強金物52及び梁補強構造50について説明するために参照する図である。   FIGS. 10 and 11 are views referred to for explaining the beam reinforcing hardware 52 and the beam reinforcing structure 50 according to the fifth embodiment of the present invention.

本実施の形態に係る梁補強構造50は、図10に示すように、そのウェブ24aに長方形状の貫通孔24b(図11参照)が形成された鉄骨梁24と、ウェブ24aの貫通孔24bを貫通すると共に、その一方の面をウェブ24aの貫通孔24bの内周面に接触させて、溶接部M2において溶接されてウェブ24aに一体的に固定される梁補強金物52を備えている。   As shown in FIG. 10, the beam reinforcing structure 50 according to the present embodiment includes a steel beam 24 in which a rectangular through hole 24b (see FIG. 11) is formed in the web 24a, and a through hole 24b of the web 24a. A beam reinforcing metal 52 is provided that penetrates and has one surface brought into contact with the inner peripheral surface of the through hole 24b of the web 24a and is welded to the web 24a by being welded at the welded portion M2.

梁補強金物52は、前記第2の実施の形態に係る梁補強金物12と同様に、図11に示すように、互いの外形形状が同一に形成され、図中上下方向に離れて互いに対向して配置された上下2つの厚板状の構成部材52a(部材)からなるものである。   As shown in FIG. 11, the beam reinforcing hardware 52 is formed in the same shape as the beam reinforcing hardware 12 according to the second embodiment, and is opposed to each other in the vertical direction in the figure. The upper and lower two thick plate-like constituent members 52a (members) are arranged.

このような本実施の形態に係る梁補強金物52及び梁補強構造50によっても、前記第1の実施の形態に係る梁補強金物2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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52の重量化及び高価格化を防止することができ、梁補強構造50の施工作業を容易に行なうことができる。   The beam reinforcing hardware 52 and the beam reinforcing structure 50 according to the present embodiment also provide the web 24a of the steel beam 24 with the same as the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the first embodiment. Even if the formed through-hole 24b has a substantially rectangular shape, it is possible to prevent the reinforcement efficiency from being remarkably lowered, and to prevent the beam reinforcement hardware 52 from being increased in weight and cost, and thus to reinforce the beam. The construction work of the structure 50 can be easily performed.

また、本実施の形態に係る梁補強金物52及び梁補強構造50によっては、前記第1の実施の形態に比べて構成部材2aの数を減らすことができると共に、溶接箇所も減らすことができるため、梁補強金物52の重量化及び高価格化を防止することができると共に、梁補強構造50の施工作業も容易に行なうことができる。   Further, depending on the beam reinforcing hardware 52 and the beam reinforcing structure 50 according to the present embodiment, the number of constituent members 2a can be reduced as compared with the first embodiment, and the number of welding points can also be reduced. Further, it is possible to prevent the beam reinforcing hardware 52 from being increased in weight and price, and to easily perform the construction work of the beam reinforcing structure 50.

図12及び図13は、本発明の第6の実施の形態に係る梁補強金物62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. 12 and 13 are views referred to for explaining the beam reinforcing hardware 62 and the beam reinforcing structure 60 according to the sixth embodiment of the present invention.

本実施の形態に係る梁補強構造60は、梁補強金物62の外周面62cに、ウェブ24aに接触する複数の位置決め部材62dが設けられている点において、前記第4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 is the beam reinforcing structure according to the fourth embodiment in that a plurality of positioning members 62d that are in contact with the web 24a are provided on the outer peripheral surface 62c of the beam reinforcing hardware 62. This is different from the reinforcing structure 40.

図13に示すように、梁補強金物62は、図中上側の外周面62cには1つの位置決め部材62dが、図中下側の外周面62cには2つの位置決め部材62dが溶接等により一体的に固定されている。   As shown in FIG. 13, in the beam reinforcing hardware 62, one positioning member 62d is integrally formed on the upper outer peripheral surface 62c in the drawing, and two positioning members 62d are integrally formed on the lower outer peripheral surface 62c in the drawing by welding or the like. It is fixed to.

図12に示すように、梁補強金物62は、ウェブ24aの貫通孔24bに挿通して、その位置決め部材62dの図中左側の面がウェブ24aの図中右側の面の貫通孔24b近傍部に接触して、その外周面62cの軸線方向(図中左右方向)において位置決めされる。   As shown in FIG. 12, the beam reinforcing hardware 62 is inserted into the through hole 24b of the web 24a, and the left side surface of the positioning member 62d is in the vicinity of the through hole 24b on the right side surface of the web 24a. It contacts and it positions in the axial direction (left-right direction in the figure) of the outer peripheral surface 62c.

そして、梁補強金物62は、その外周面62cの軸線方向中央部の位置が、ウェブ24aの貫通孔24b内に嵌合して位置決めされた後、溶接部M2が溶接されることにより、ウェブ62aに一体的に固定されている。   The beam reinforcing hardware 62 is positioned by fitting the positioning of the center portion in the axial direction of the outer peripheral surface 62c into the through hole 24b of the web 24a, and then welding the welded portion M2. It is fixed integrally with.

このような本実施の形態に係る梁補強金物62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2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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62の重量化及び高価格化を防止することができ、梁補強構造60の施工作業を容易に行なうことができる。   The beam reinforcement hardware 62 and the beam reinforcement structure 60 according to the present embodiment also provide the web 24a of the steel beam 24 with the beam reinforcement hardware 2 and the beam reinforcement structure 1 according to the first embodiment. Even if the formed through-hole 24b has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being remarkably lowered, and to prevent the beam reinforcing hardware 62 from being increased in weight and price, and beam reinforcing. The construction work of the structure 60 can be easily performed.

また、本実施の形態に係る梁補強構造60は、梁補強金物62の外周面62cに複数の位置決め部材62dが設けられているため、梁補強金物62の鉄骨梁24に対するその軸方向の位置決め作業を容易に行なうことができ、梁補強構造60の施工作業を容易に行なうことができる。   Further, in the beam reinforcing structure 60 according to the present embodiment, since a plurality of positioning members 62d are provided on the outer peripheral surface 62c of the beam reinforcing hardware 62, the axial positioning operation of the beam reinforcing hardware 62 with respect to the steel beam 24 is performed. Can be easily performed, and the construction work of the beam reinforcing structure 60 can be easily performed.

図14は、本発明の第7の実施の形態に係る梁補強金物32について説明するために参照する図である。   FIG. 14 is a diagram referred to for explaining the beam reinforcing hardware 32 according to the seventh embodiment of the present invention.

本実施の形態に係る梁補強金物32は、図14に示すように、その両端部が略直角に折り曲げられた2つのコの字状の構成部材32a(部材)が、互いの両端部の端面同士を突き合わせるように配置され、その両端部の端面間の溶接部M3を溶接することにより、開口形状が長方形状となる開口部32bを有する角筒状に形成されている。   As shown in FIG. 14, the beam reinforcing hardware 32 according to the present embodiment includes two U-shaped components 32a (members) whose both ends are bent at substantially right angles. It arrange | positions so that it may face | match each other, By welding the welding part M3 between the end surfaces of the both ends, it is formed in the square cylinder shape which has the opening part 32b whose opening shape becomes a rectangular shape.

この梁補強金物32は、その長方形状の開口部32bの軸線が、例えば図13の長方形状の貫通孔24bの軸線と一致するように、その外側面が貫通孔24bに嵌合して鉄骨梁24のウェブ24aに固定される。   The beam reinforcing metal 32 is fitted to the through hole 24b so that the axis of the rectangular opening 32b coincides with the axis of the rectangular through hole 24b of FIG. It is fixed to 24 webs 24a.

このような本実施の形態に係る梁補強金物32及びこれを備えた梁補強構造によっても、前記第1の実施の形態に係る梁補強金物2及び梁補強構造1と同様に、鉄骨梁24のウェブ24aに形成された貫通孔24b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32の重量化及び高価格化を防止することができ、梁補強金物32を備えた梁補強構造の施工作業を容易に行なうことができる。   Also with the beam reinforcing hardware 32 and the beam reinforcing structure including the same according to the present embodiment, the steel beam 24 is similar to the beam reinforcing hardware 2 and the beam reinforcing structure 1 according to the first embodiment. Even if the through hole 24b formed in the web 24a has a substantially rectangular shape, it is possible to prevent the reinforcing efficiency from being significantly lowered and to prevent the beam reinforcing hardware 32 from being increased in weight and cost. The construction work of the beam reinforcement structure provided with the beam reinforcement hardware 32 can be easily performed.

ところで、前記第1の実施の形態に係る梁補強構造1の施工手順は、4つの構成部材2aを組み合わせて、溶接部M1を溶接して梁補強金物2を形成する梁補強金物形成作業を行なった後、溶接部M2を溶接して梁補強金物2をウェブ24aに一体的に固定させる梁補強金物固定作業を行なうようにする手順と、溶接部M2を溶接して4つの構成部材2aをウェブ24aに一体的に固定させる梁補強金物固定作業を行なった後に、上記梁補強金物形成作業を行なうようにする手順の、いずれを用いてもよい。   By the way, in the construction procedure of the beam reinforcing structure 1 according to the first embodiment, a beam reinforcing metal forming operation is performed in which the four structural members 2a are combined and the welded portion M1 is welded to form the beam reinforcing hardware 2. After that, a procedure for performing a beam reinforcing hardware fixing operation for welding the welded portion M2 to integrally fix the beam reinforcing hardware 2 to the web 24a, and welding the welded portion M2 to connect the four component members 2a to the web. Any of the above-described beam reinforcing hardware forming operations may be used after performing the beam reinforcing hardware fixing operation to be integrally fixed to 24a.

また、梁補強金物形成作業と梁補強金物固定作業を併行して行なうようにしてもよい。前記第3,4,6の実施の形態等においても同様とする。   Further, the beam reinforcing hardware forming operation and the beam reinforcing hardware fixing operation may be performed in parallel. The same applies to the third, fourth, and sixth embodiments.

なお、本発明は、前記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内であれば、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長方形状以外の形状の場合にも本発明の係る梁補強金物を適用してもよい。   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 according to the present invention can be applied to a case where the opening shape of the steel beam web is a shape other than the rectangular shape. Reinforcing hardware may be applied.

また、2つのL字状部材を組合せて角筒状に形成した梁補強金物を、前記第1、第3、第4、第6の実施の形態に係る梁補強構造に用いてもよい。   Moreover, you may use for the beam reinforcement structure which concerns on the said 1st, 3rd, 4th, 6th embodiment the beam reinforcement metal object formed in the shape of a square cylinder combining two L-shaped members.

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 or the like 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2は、その開口部2bの大きさがウェブ24aの貫通孔24b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24aの貫通孔24b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2、第3の実施の形態に係る梁補強構造12,22等においても同様とする。   Further, in the beam reinforcing hardware 2 according to the first embodiment, the size of the opening 2b is formed to be slightly larger than the size of the through hole 24b of the web 24a. It may be formed in the same size as the size of the hole 24b. This also applies to the beam reinforcing structures 12 and 22 according to the second and third embodiments.

また、前記第6の実施の形態に係る梁補強金物62は、3つの位置決め部材62dにより位置決めされるようになっていたが、位置決め部材の形状の変更、数の増減及び配置の変更をしても構わない。また、フランジ状の位置決め部材のような、他の位置決め手段を設けるようになっていてもよく、構成部材と位置決め部材を鋳造等により一体形成するようになっていてもよい。   The beam reinforcing hardware 62 according to the sixth embodiment is positioned by the three positioning members 62d, but the shape of the positioning member is changed, the number is increased or decreased, and the arrangement is changed. It doesn't matter. Further, other positioning means such as a flange-shaped positioning member may be provided, or the component member and the positioning member may be integrally formed by casting or the like.

また、前記第1の実施の形態に係る梁補強構造1において、梁補強金物2は鉄骨梁24のウェブ24aの一方の面側にのみ設けられていたが、ウェブ24aの両側の面に梁補強金物2を1つずつ設けてもよい。前記第2、第3の実施の形態に係る梁補強構造12,22等においても同様とする。   In the beam reinforcement structure 1 according to the first embodiment, the beam reinforcement hardware 2 is provided only on one surface side of the web 24a of the steel beam 24. However, the beam reinforcement is provided on both sides of the web 24a. One piece of hardware 2 may be provided. The same applies to the beam reinforcement structures 12 and 22 according to the second and third embodiments.

また、前記実施の形態に係る梁補強構造において、梁補強金物は鉄骨梁24のウェブ24aに溶接により固定されていたが、ボルト等の他の接合手段により固定されていてもよい。また、梁補強金物が構成部材を組合せて角筒状に形成する場合においても、溶接ではなくボルト等の他の接合手段を用いてもよい。   Further, in the beam reinforcing structure according to the embodiment, the beam reinforcing hardware is fixed to the web 24a of the steel beam 24 by welding, but may be fixed by other joining means such as a bolt. Further, when the beam reinforcing hardware is formed in a rectangular tube shape by combining the constituent members, other joining means such as a bolt may be used instead of welding.

また、前記第1の実施の形態に係る梁補強構造1において、構成部材2aは単なる厚板状に形成されていたが、表面に多少の凹凸部があっても基本的に厚板状に形成されていれば、完全な平面を有する厚板状でなくともよい。他の実施の形態における構成部材についても同様とする。   Further, in the beam reinforcing structure 1 according to the first embodiment, the component member 2a is formed in a mere thick plate shape, but is basically formed in a thick plate shape even if there are some uneven portions on the surface. If it is, it does not have to be a thick plate having a perfect plane. The same applies to the constituent members in the other embodiments.

1 梁補強構造
2 梁補強金物
2a 構成部材
2b 開口部
2c 外周面
10 梁補強構造
12 梁補強金物
20 梁補強構造
22 梁補強金物
22a 構成部材
22b 開口部
22c 外周面
24 鉄骨梁
24a ウェブ
24b 貫通孔
32 梁補強金物
32a 構成部材
32b 開口部
40 梁補強構造
42 梁補強金物
42a 構成部材
42b 開口部
42c 外周面
50 梁補強構造
52 梁補強金物
52a 構成部材
60 梁補強構造
62 梁補強金物
62a 構成部材
62b 開口部
62c 外周面
62d 位置決め部材
70 梁補強構造
72 梁補強金物
72b 開口部
80 梁補強構造
82 梁補強金物
82b 開口部
M,M1,M2,M3 溶接部
DESCRIPTION OF SYMBOLS 1 Beam reinforcement structure 2 Beam reinforcement hardware 2a Component 2b Opening part 2c Outer peripheral surface 10 Beam reinforcement structure 12 Beam reinforcement metal 20 Beam reinforcement structure 22 Beam reinforcement metal 22a Component 22b Opening 22c Outer peripheral surface 24 Steel beam 24a Web 24b Through-hole 32 Beam Reinforcement Hardware 32a Component 32b Opening 40 Beam Reinforcement Structure 42 Beam Reinforcement Hardware 42a Component 42b Opening 42c Peripheral Surface 50 Beam Reinforcement Structure 52 Beam Reinforcement Hardware 52a Component 60 Beam Reinforcement Structure 62 Beam Reinforcement Hardware 62a Component 62b Opening 62c Outer peripheral surface 62d Positioning member 70 Beam reinforcing structure 72 Beam reinforcing hardware 72b Opening 80 Beam reinforcing structure 82 Beam reinforcing hardware 82b Opening M, M1, M2, M3 Welding

Claims (5)

略長方形状の貫通孔が形成された鉄骨梁のウェブに設けられる梁補強金物において、
前記梁補強金物は、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成された
ことを特徴とする梁補強金物。
In the beam reinforcement hardware provided on the steel beam web in which a substantially rectangular through hole is formed,
The beam reinforcing hardware is constituted by at least two members having a shape along the length direction of the side of the through hole.
前記梁補強金物は、前記貫通孔の上下2辺の長さ方向に沿った2つの部材により構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 beam reinforcing hardware is configured by two members along a length direction of two upper and lower sides of the through hole. 前記梁補強金物は、前記貫通孔の各辺の長さ方向に沿った4つの部材により構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 beam reinforcing hardware is constituted by four members along a length direction of each side of the through hole. 略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記ウェブの一方の面又は双方の面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 on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcement hardware is constituted by at least two members having a shape along the length direction of the side of the through hole, and is provided on one surface or both surfaces of the web. Construction.
略長方形状の貫通孔が形成された鉄骨梁のウェブ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、前記貫通孔の辺の長さ方向に沿った形状を有する少なくとも2つの部材により構成され、前記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 on the steel beam web in which the substantially rectangular through-hole is formed,
The beam reinforcing structure is constituted by at least two members having a shape along the length direction of the side of the through hole, and is fitted into the through hole.
JP2012162105A 2012-07-20 2012-07-20 Beam reinforcing metallic material and beam reinforcing structure Pending JP2014020163A (en)

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JP2018062786A (en) * 2016-10-13 2018-04-19 新日鐵住金株式会社 Floor slab replacement structure and floor slab replacement method
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JP2020143432A (en) * 2019-03-04 2020-09-10 センクシア株式会社 Beam reinforcement structure and beam reinforcement method
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