JP2020176494A - Beam reinforcement fitting, beam reinforcement structure and beam reinforcement method - Google Patents

Beam reinforcement fitting, beam reinforcement structure and beam reinforcement method Download PDF

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JP2020176494A
JP2020176494A JP2019081592A JP2019081592A JP2020176494A JP 2020176494 A JP2020176494 A JP 2020176494A JP 2019081592 A JP2019081592 A JP 2019081592A JP 2019081592 A JP2019081592 A JP 2019081592A JP 2020176494 A JP2020176494 A JP 2020176494A
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metal fitting
beam reinforcing
reinforcing metal
notch
net
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JP7272854B2 (en
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望月 久智
Hisatomo Mochizuki
久智 望月
拓 冨田
Hiroshi Tomita
拓 冨田
郁実 林
Ikumi Hayashi
郁実 林
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Senqcia Corp
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Senqcia Corp
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Abstract

To provide a beam reinforcement fitting, a beam reinforcement structure, and a beam reinforcement method capable of preparing for attaching a net at the same time as reinforcing the beam.SOLUTION: A beam reinforcement fitting 1 comprises a main body portion 3, a flange portion 5, and the like. The beam reinforcement fitting 1 is a member for reinforcing a beam having a through hole formed in a web. The beam reinforcement fitting 1 is a ring-shaped member as a whole, and has a piping hole 4 through which a pipe or the like penetrates. The main body portion 3 is a tubular portion to be inserted into a through hole of a beam described later. A flange portion 5 is provided near one end of the main body portion 3. The flange portion 5 is a portion having a larger outer diameter than the main body portion 3, and a notch portion 7 is provided on one end surface (end surface of the flange portion 5) of the beam reinforcement fitting 1. By bending the notch portion 7 toward the lower side of an opening portion, an edge portion of the opening portion can be projected relatively upward, and it can function as a locking claw 6 on which a fall prevention net can be hung.SELECTED DRAWING: Figure 1

Description

本発明は、建築構造物を構成し、貫通孔を有する梁を補強するための梁補強金具、梁補強構造および梁補強方法に関するものである。 The present invention relates to a beam reinforcing metal fitting, a beam reinforcing structure, and a beam reinforcing method for reinforcing a beam having a through hole, which constitutes a building structure.

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

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

また、建築構造物を構築する際には、柱や梁に取り付けたフックに落下防止ネットを引っ掛けて、作業中に物や作業員が落下するのを防止している(例えば特許文献2)。 Further, when constructing a building structure, a fall prevention net is hooked on a hook attached to a pillar or a beam to prevent an object or a worker from falling during the work (for example, Patent Document 2).

特開2009−167615号公報JP-A-2009-167615 特開2004−232351号公報Japanese Unexamined Patent Publication No. 2004-232351

しかし、従来の梁補強金具を用いて梁の補強を行い、前述した落下防止ネットを柱や梁に設けたフックに引っ掛ける場合、現場で柱や梁にフックを取り付けたりネットの使用後にフックを撤去したりするため、作業工程が増える。 However, when the beam is reinforced using conventional beam reinforcement fittings and the above-mentioned fall prevention net is hooked on the hook provided on the column or beam, the hook is attached to the column or beam at the site or the hook is removed after using the net. Because of this, the work process increases.

本発明は、このような問題に鑑みてなされたもので、梁の補強と同時にネットの取り付け準備が可能な梁補強金具、梁補強構造および梁補強方法を提供することを目的とする。 The present invention has been made in view of such a problem, and an object of the present invention is to provide a beam reinforcing metal fitting, a beam reinforcing structure, and a beam reinforcing method capable of preparing for attachment of a net at the same time as reinforcing a beam.

前述した目的を達成するため、第1の発明は、ウェブに貫通孔が形成された梁を補強するための梁補強金具であって、貫通孔に挿入され、内部に配管が挿通される配管孔を有する筒状の本体部を具備し、前記梁補強金具の少なくとも一方の端面または少なくとも一方の端部側の外周部にネットを掛けることが可能な切欠き部が形成されることを特徴とする梁補強金具である。 In order to achieve the above-mentioned object, the first invention is a beam reinforcing metal fitting for reinforcing a beam having a through hole formed in a web, and is a piping hole inserted into the through hole and inserted into the inside. It is characterized in that a notch portion capable of hanging a net is formed on at least one end face of the beam reinforcing metal fitting or the outer peripheral portion on the at least one end side. It is a beam reinforcing metal fitting.

前記本体部の端部近傍には、径方向に突出するフランジ部が設けられ、前記切欠き部は、前記フランジ部の端面または前記フランジ部の外周面に形成されてもよい。 A flange portion that protrudes in the radial direction is provided in the vicinity of the end portion of the main body portion, and the notch portion may be formed on the end surface of the flange portion or the outer peripheral surface of the flange portion.

前記切欠き部は、前記梁補強金具の一方の端面に開口し、前記端面側から見た際に、前記切欠き部の内部空間の一部が、前記開口から見えず、前記開口の縁部がネットの係止爪として機能することが望ましい。 The notch portion opens in one end surface of the beam reinforcing metal fitting, and when viewed from the end face side, a part of the internal space of the notch portion cannot be seen from the opening, and the edge portion of the opening portion. Is desirable to function as a locking claw for the net.

前記切欠き部の前記開口の縁部に形成される前記係止爪の向きが、対向する2方向に向けて形成されてもよい。 The direction of the locking claw formed at the edge of the opening of the notch may be formed so as to face two opposite directions.

前記切欠き部は、前記梁補強金具の一方の端面において、前記配管孔を挟んで一対形成され、前記端面から見た際に、一対の前記切欠き部が一直線上に形成されてもよい。 A pair of the notches may be formed on one end surface of the beam reinforcing metal fitting with the piping hole interposed therebetween, and the pair of the notches may be formed in a straight line when viewed from the end face.

前記切欠き部は、前記梁補強金具の外周部において、周方向に形成された溝であってもよい。 The notch portion may be a groove formed in the circumferential direction on the outer peripheral portion of the beam reinforcing metal fitting.

第1の発明によれば、切欠き部にネットを掛けることが可能であるため、梁補強金具を梁に溶接することによって梁の補強と同時にネットの取り付け準備を行うことができる。このため、別途のネット用のフック等の設置を減らすことができる。 According to the first invention, since it is possible to hang a net on the notch portion, it is possible to prepare for attaching the net at the same time as reinforcing the beam by welding the beam reinforcing metal fitting to the beam. Therefore, it is possible to reduce the installation of separate hooks for the net and the like.

また、本体部の端部近傍に径方向に突出するフランジ部を設ければ、切欠き部を形成することが可能な範囲が広くなる。また、梁補強金具を貫通孔に挿入する際にフランジ部によって軸方向の位置決めを行うことができる。 Further, if a flange portion that protrudes in the radial direction is provided near the end portion of the main body portion, the range in which the notch portion can be formed becomes wide. Further, when the beam reinforcing metal fitting is inserted into the through hole, the axial positioning can be performed by the flange portion.

また、切欠き部を梁補強金具の端面に形成する場合において、切欠き部の開口縁部を、ネットを掛けることが可能な係止爪とすることで、より確実にネットの脱落を抑制することができる。 Further, when the notch is formed on the end face of the beam reinforcing metal fitting, the opening edge of the notch is a locking claw on which the net can be hung, thereby more surely suppressing the net from falling off. be able to.

この際、係止爪を上下の2方向に向けて形成することで、梁補強金具の設置の向きを間違うことがない。 At this time, by forming the locking claws in the upper and lower directions, the direction of installing the beam reinforcing metal fittings is not mistaken.

また、梁補強金具の一方の端面において、配管孔を挟んで一直線上に一対の切欠き部を形成することで、ネットを複数個所に掛けることができる。 Further, by forming a pair of notches on one end surface of the beam reinforcing metal fitting in a straight line with the piping hole interposed therebetween, the net can be hung at a plurality of places.

また、梁補強金具の外周面に、溝状の切欠き部を形成しても、溝にネットを掛けることができる。 Further, even if a groove-shaped notch is formed on the outer peripheral surface of the beam reinforcing metal fitting, the net can be hung in the groove.

第2の発明は、第1の発明の梁補強金具を用いた梁補強構造であって、前記本体部が、梁のウェブに形成された貫通孔に挿入されて前記梁に溶接され、前記切欠き部にネットが掛けられていることを特徴とする梁補強構造である。 The second invention is a beam reinforcing structure using the beam reinforcing metal fittings of the first invention, in which the main body is inserted into a through hole formed in the web of the beam and welded to the beam to cut the beam. It is a beam reinforcement structure characterized in that a net is hung on the notch.

第2の発明によれば、ネットを掛けることが可能な切欠き部が形成された梁補強金具を用いるので、梁補強金具を梁に溶接することによって梁の補強と同時にネットの取り付け準備を完了させて、切欠き部にネットを掛けることができる。 According to the second invention, since the beam reinforcing metal fitting having the notch portion on which the net can be hung is used, the preparation for attaching the net is completed at the same time as the beam is reinforced by welding the beam reinforcing metal fitting to the beam. You can hang a net on the notch.

第3の発明は、第1の発明の梁補強金具を用いた梁補強方法であって、前記本体部を、梁のウェブに形成された貫通孔に挿入して前記梁に溶接し、前記切欠き部にネットを掛けることを特徴とする梁補強方法である。 A third invention is a beam reinforcing method using a beam reinforcing metal fitting of the first invention, in which the main body is inserted into a through hole formed in a web of a beam, welded to the beam, and cut. This is a beam reinforcement method characterized by hanging a net on the notch.

第3の発明によれば、梁補強金具に切欠き部が形成されているので、梁補強金具を梁に溶接することによって梁の補強と同時にネットの取り付け準備が完了し、切欠き部にネットを掛けることができるため、作業が容易である。 According to the third invention, since the notch is formed in the beam reinforcing metal fitting, by welding the beam reinforcing metal fitting to the beam, the preparation for attaching the net is completed at the same time as the beam is reinforced, and the net is made in the notch. It is easy to work because it can be hung.

本発明によれば、梁の補強と同時にネットの取り付け準備が可能な梁補強金具、梁補強構造および梁補強方法を提供することができる。 According to the present invention, it is possible to provide a beam reinforcing metal fitting, a beam reinforcing structure, and a beam reinforcing method that can prepare for attaching a net at the same time as reinforcing the beam.

梁補強金具1を示す斜視図。The perspective view which shows the beam reinforcing metal fitting 1. (a)は梁補強金具1を示す正面図、(b)は梁補強金具1を示す側面図。(A) is a front view showing the beam reinforcing metal fitting 1, and (b) is a side view showing the beam reinforcing metal fitting 1. 梁補強構造10を示す斜視図であり、(a)は背面側を示す図、(b)は正面側を示す図。It is a perspective view which shows the beam reinforcement structure 10, (a) is the figure which shows the back side, (b) is the figure which shows the front side. 梁補強構造10を示す正面図。The front view which shows the beam reinforcement structure 10. (a)、(b)は、切欠き部の他の形態を示す図。(A) and (b) are diagrams showing other forms of the notch portion. (a)〜(d)は、切欠き部のさらに他の形態を示す図。(A) to (d) are diagrams showing still other forms of the notch portion. (a)は梁補強金具1aを示す背面図、(b)は梁補強金具1aを示す側面図。(A) is a rear view showing the beam reinforcing metal fitting 1a, and (b) is a side view showing the beam reinforcing metal fitting 1a. 梁補強金具1bを示す斜視図。The perspective view which shows the beam reinforcement metal fitting 1b. (a)は梁補強金具1bを示す正面図、(b)は梁補強金具1bを示す側面図。(A) is a front view showing a beam reinforcing metal fitting 1b, and (b) is a side view showing a beam reinforcing metal fitting 1b. 梁補強構造10aを示す正面図。The front view which shows the beam reinforcement structure 10a. (a)は梁補強金具1bの使用状態の断面図、(b)は梁補強金具1cの使用状態の断面図。(A) is a cross-sectional view of the beam reinforcing metal fitting 1b in a used state, and (b) is a cross-sectional view of the beam reinforcing metal fitting 1c in a used state.

(第1の実施形態)
図1は、本実施形態にかかる梁補強金具1を示す斜視図であり、図2(a)は正面図、図2(b)は側面図である。梁補強金具1は、本体部3、フランジ部5等から構成される。梁補強金具1は、ウェブに貫通孔が形成された梁を補強するための部材である。
(First Embodiment)
1A and 1B are perspective views showing a beam reinforcing metal fitting 1 according to the present embodiment, FIG. 2A is a front view, and FIG. 2B is a side view. The beam reinforcing metal fitting 1 is composed of a main body portion 3, a flange portion 5, and the like. The beam reinforcing metal fitting 1 is a member for reinforcing a beam having a through hole formed in the web.

梁補強金具1は、例えば鋼材やステンレス鋼などの金属製の部材である。梁補強金具1は、全体としてリング状の部材であり、配管等が貫通する配管孔4を有している。本体部3は、後述する梁の貫通孔に挿入される筒状の部位である。本体部3の一方の端部近傍には、フランジ部5が設けられる。フランジ部5は、本体部3に対して外径が大きい部位であり、本体部3の径方向に突出する。本体部3及びフランジ部5の内径は略同一であり、内周面には凹凸は形成されない。 The beam reinforcing metal fitting 1 is a metal member such as a steel material or stainless steel. The beam reinforcing metal fitting 1 is a ring-shaped member as a whole, and has a piping hole 4 through which a pipe or the like penetrates. The main body 3 is a tubular portion to be inserted into a through hole of a beam described later. A flange portion 5 is provided near one end of the main body portion 3. The flange portion 5 has a larger outer diameter than the main body portion 3, and projects in the radial direction of the main body portion 3. The inner diameters of the main body 3 and the flange 5 are substantially the same, and no unevenness is formed on the inner peripheral surface.

梁補強金具1の一方の端面(フランジ部5の端面)には、切欠き部7が設けられる。なお、本発明において端面とは、梁補強金具1の軸方向の両端部におけるリング状の面を言う。 A notch 7 is provided on one end surface (end surface of the flange portion 5) of the beam reinforcing metal fitting 1. In the present invention, the end face means a ring-shaped surface at both ends of the beam reinforcing metal fitting 1 in the axial direction.

切欠き部7は、梁補強金具1の一方の端面において、配管孔4を挟んで一対形成される。この際、端面から見た際に、一対の切欠き部7が一直線上に形成される。 A pair of notches 7 are formed on one end surface of the beam reinforcing metal fitting 1 with the piping holes 4 interposed therebetween. At this time, a pair of notches 7 are formed in a straight line when viewed from the end face.

また、切欠き部7は、奥行き方向(梁補強金具1の軸方向)に対して略L字状に屈曲して形成される。すなわち、切欠き部7は、梁補強金具1の一方の端面に開口し、当該端面側から見た際に、切欠き部7のL字状に屈曲した内部空間の一部が、開口から見えないように形成される。切欠き部7の内部を開口部よりも下側に向けて屈曲させることで、開口部の縁部を相対的に上方に向けて突出させることができ、当該部位を後述する落下防止用のネットを掛けることが可能な係止爪6として機能させることができる。 Further, the notch portion 7 is formed by bending in a substantially L shape in the depth direction (axial direction of the beam reinforcing metal fitting 1). That is, the notch portion 7 opens in one end face of the beam reinforcing metal fitting 1, and when viewed from the end face side, a part of the L-shaped internal space of the notch portion 7 can be seen from the opening. Formed so that there is no. By bending the inside of the notch 7 toward the lower side of the opening, the edge of the opening can be projected relatively upward, and the portion can be projected toward the upper side. Can function as a locking claw 6 on which the hook can be hung.

次に、梁補強金具1を用いた梁補強構造10について説明する。図3(a)は、梁補強構造10をウェブ15の背面15b側から見た斜視図であり、図3(b)は、梁補強構造10をウェブ15の正面15a側から見た斜視図である。また、図4は、梁補強構造10の正面図である。 Next, the beam reinforcing structure 10 using the beam reinforcing metal fitting 1 will be described. FIG. 3A is a perspective view of the beam reinforcing structure 10 viewed from the back surface 15b side of the web 15, and FIG. 3B is a perspective view of the beam reinforcing structure 10 viewed from the front surface 15a side of the web 15. is there. Further, FIG. 4 is a front view of the beam reinforcing structure 10.

梁11は、ウェブ15の上下にフランジ13を有するH鋼である。ウェブ15には、配管等を通すための貫通孔17が形成される。梁補強金具1は貫通孔17に配置される。前述したように、貫通孔17には、梁補強金具1の本体部3が挿入される。フランジ部5は、貫通孔17の縁部近傍のウェブ15に面接触する。これにより、貫通孔17の縁にバリ等がある場合にも、梁補強金具1で隠すことができる。 The beam 11 is an H-steel having flanges 13 above and below the web 15. A through hole 17 for passing a pipe or the like is formed in the web 15. The beam reinforcing metal fitting 1 is arranged in the through hole 17. As described above, the main body 3 of the beam reinforcing metal fitting 1 is inserted into the through hole 17. The flange portion 5 comes into surface contact with the web 15 near the edge of the through hole 17. As a result, even if there is a burr or the like on the edge of the through hole 17, it can be hidden by the beam reinforcing metal fitting 1.

梁補強金具1は、係止爪6が上方に向くように配置される。すなわち、側面視において、L字型の切欠き部7が、開口側から下側に向けて屈曲するように梁補強金具1が配置される。この際、梁補強金具1の端面側から見て、一対の切欠き部7が、略水平方向に一直線上に配置される。 The beam reinforcing metal fitting 1 is arranged so that the locking claw 6 faces upward. That is, in the side view, the beam reinforcing metal fitting 1 is arranged so that the L-shaped notch portion 7 bends from the opening side to the lower side. At this time, the pair of notch portions 7 are arranged in a straight line in the substantially horizontal direction when viewed from the end surface side of the beam reinforcing metal fitting 1.

梁補強金具1は、ウェブ15に対して溶接によって接合される。本実施形態では、フランジ部5の外周部が、ウェブ15に対して全周にわたって溶接される。すなわち、溶接部19は、フランジ部5の外周部とウェブ15の正面15aとの間に形成される。 The beam reinforcing metal fitting 1 is joined to the web 15 by welding. In the present embodiment, the outer peripheral portion of the flange portion 5 is welded to the web 15 over the entire circumference. That is, the welded portion 19 is formed between the outer peripheral portion of the flange portion 5 and the front surface 15a of the web 15.

梁補強構造10では、梁補強金具1の切欠き部7に落下防止用のネット9が掛けられる。また、梁11はウェブ15の背面15b側にフック8が設けられ、フック8にも落下防止用のネット9が掛けられる。切欠き部7に掛けられたネット9、フック8に掛けられたネット9は、それぞれ梁11の下側のフランジ13の縁部を覆うように配置され、作業中に梁11の側方に物や作業員が落下するのを防止する。 In the beam reinforcing structure 10, a fall prevention net 9 is hung on the notch 7 of the beam reinforcing metal fitting 1. Further, the beam 11 is provided with a hook 8 on the back surface 15b side of the web 15, and a net 9 for preventing falling is hung on the hook 8. The net 9 hung on the notch 7 and the net 9 hung on the hook 8 are arranged so as to cover the edge of the flange 13 on the lower side of the beam 11, and objects are placed on the side of the beam 11 during work. And prevent workers from falling.

次に、梁補強金具1を用いた梁補強方法(梁補強構造10の施工方法)について説明する。まず、梁11をウェブ15の正面15a側が上向きになるように作業ヤードに仮置きし、梁補強金具1の本体部3を、梁11のウェブ15の正面15a側から貫通孔17に挿入する。なお、梁補強金具1は、係止爪6が梁11の上側のフランジ13の方向に向くように配置する。この際、梁補強金具1のフランジ部5は、梁11に設けられた貫通孔17よりも大きな外径を有している。また、本体部3は、梁11に設けられた貫通孔17の径よりも小さい外径を有している。このため、本体部3を貫通孔17に挿入すると、フランジ部5をウェブ15に接触させることができる。すなわち、フランジ部5は梁補強金具1を貫通孔17に挿入する際、軸方向の位置決めに使われる。 Next, a beam reinforcing method (construction method of the beam reinforcing structure 10) using the beam reinforcing metal fitting 1 will be described. First, the beam 11 is temporarily placed in the work yard so that the front surface 15a side of the web 15 faces upward, and the main body 3 of the beam reinforcing metal fitting 1 is inserted into the through hole 17 from the front surface 15a side of the web 15 of the beam 11. The beam reinforcing metal fitting 1 is arranged so that the locking claw 6 faces the direction of the flange 13 on the upper side of the beam 11. At this time, the flange portion 5 of the beam reinforcing metal fitting 1 has an outer diameter larger than that of the through hole 17 provided in the beam 11. Further, the main body portion 3 has an outer diameter smaller than the diameter of the through hole 17 provided in the beam 11. Therefore, when the main body portion 3 is inserted into the through hole 17, the flange portion 5 can be brought into contact with the web 15. That is, the flange portion 5 is used for axial positioning when the beam reinforcing metal fitting 1 is inserted into the through hole 17.

梁補強金具1の位置が決まったら、ウェブ15の正面15a側からフランジ部5の外周部とウェブ15の正面15aとの間に溶接部19を形成して、梁補強金具1をウェブ15に固定する。溶接は例えば被覆アーク溶接で行われる。 After the position of the beam reinforcing metal fitting 1 is determined, a welded portion 19 is formed between the outer peripheral portion of the flange portion 5 and the front surface 15a of the web 15 from the front surface 15a side of the web 15, and the beam reinforcing metal fitting 1 is fixed to the web 15. To do. Welding is performed, for example, by shielded metal arc welding.

梁補強金具1を梁11に溶接したら、梁11を現場に設置する。すなわち図示しない柱との接合部に梁11を接合する。そして、梁補強金具1に形成された切欠き部7(係止爪6)に落下防止用のネット9を掛ける。また、ウェブ15の背面15b側に取り付けられたフック8にもネット9を掛ける。フック8はウェブ15の背面15bにあらかじめ取り付けておいてもよいし、現場で取り付けてもよい。 After welding the beam reinforcing metal fitting 1 to the beam 11, the beam 11 is installed at the site. That is, the beam 11 is joined to the joint portion with the column (not shown). Then, the net 9 for fall prevention is hung on the notch portion 7 (locking claw 6) formed in the beam reinforcing metal fitting 1. Further, the net 9 is also hung on the hook 8 attached to the back surface 15b side of the web 15. The hook 8 may be attached in advance to the back surface 15b of the web 15, or may be attached in the field.

以上により、梁補強構造10を得ることができる。梁補強金具1によって、梁11の貫通孔17の近傍における曲げ耐力を向上させることができる。なお、溶接は、ウェブ15の正面15a側からフランジ部5とウェブ15とを溶接してもよく、ウェブ15の背面15b側から本体部3とウェブ15とを溶接してもよい。 From the above, the beam reinforcing structure 10 can be obtained. The beam reinforcing metal fitting 1 can improve the bending strength in the vicinity of the through hole 17 of the beam 11. In the welding, the flange portion 5 and the web 15 may be welded from the front surface 15a side of the web 15, or the main body portion 3 and the web 15 may be welded from the back surface 15b side of the web 15.

以上、本実施の形態によれば、梁補強金具1のフランジ部5の端面に切欠き部7が形成されているので、落下防止用のネット9を掛けることが可能である。このため、梁補強金具1を梁11に溶接することにより梁11の補強と同時にネット9の取り付け準備を完了することができる。また、現場に梁11を設置したらすぐに切欠き部7にネット9を掛けて落下防止対策を行うことができる。 As described above, according to the present embodiment, since the notch portion 7 is formed on the end surface of the flange portion 5 of the beam reinforcing metal fitting 1, it is possible to hang the net 9 for fall prevention. Therefore, by welding the beam reinforcing metal fitting 1 to the beam 11, the preparation for attaching the net 9 can be completed at the same time as the reinforcement of the beam 11. Further, as soon as the beam 11 is installed at the site, the net 9 can be hung on the notch portion 7 to take a fall prevention measure.

また、切欠き部7が、配管孔4を挟んで一対形成されるため、ネット9を2カ所に掛けることができる。このように、ネット9を複数個所の切欠き部7に掛けることで、1つの切欠き部7にかかる重量を分散させるとともにネット9を広げて設置することができる。また、一対の切欠き部7が一直線上に形成されるため、切欠き部7の形成が容易である。 Further, since the notch portions 7 are formed in pairs with the piping hole 4 interposed therebetween, the net 9 can be hung at two places. In this way, by hanging the net 9 on a plurality of notches 7, the weight applied to one notch 7 can be dispersed and the net 9 can be spread and installed. Further, since the pair of notch portions 7 are formed in a straight line, the notch portions 7 can be easily formed.

なお、本実施形態において、切欠き部7の側面視における形状を略L字状としたが、これには限られない。ネット9を掛けることが可能な形状であれば、切欠き部7の形状は特に限定されない。 In the present embodiment, the shape of the notch 7 in the side view is substantially L-shaped, but the shape is not limited to this. The shape of the notch portion 7 is not particularly limited as long as it has a shape on which the net 9 can be hung.

例えば、図5(a)に示すように、屈曲部を形成せずに、一直線上の切欠き部7aでもよい。この場合には、切欠き部7aの形成方向を、梁補強金具の軸方向に対して斜めに形成することで、端面側から見た際に、切欠き部7aの内部空間の一部が開口から見えず、開口の縁部を、上方に向けた係止爪6として機能させることができる。 For example, as shown in FIG. 5A, a notch portion 7a on a straight line may be used without forming a bent portion. In this case, by forming the notch portion 7a diagonally with respect to the axial direction of the beam reinforcing metal fitting, a part of the internal space of the notch portion 7a is opened when viewed from the end face side. The edge of the opening can be made to function as a locking claw 6 facing upward, which is not visible from the outside.

また、図5(b)に示すように、一部にのみ傾斜面を有する切欠き部7bであってもよい。この場合にも、切欠き部7bの内部空間に、梁補強金具の軸方向に対して斜面を形成することで、端面側から見た際に、切欠き部7bの内部空間の一部が開口から見えず、開口の縁部を、上方に向けた係止爪6として機能させることができる。 Further, as shown in FIG. 5B, the cutout portion 7b may have an inclined surface only partially. Also in this case, by forming a slope in the internal space of the notch portion 7b with respect to the axial direction of the beam reinforcing metal fitting, a part of the internal space of the notch portion 7b is opened when viewed from the end face side. The edge of the opening can be made to function as a locking claw 6 facing upward, which is not visible from the outside.

なお、上述した各種の切欠き部を用いた梁補強金具1は、係止爪6が上を向くように梁補強金具1を配置する必要がある。すなわち、前述した梁補強金具1は、設置する際に、上下方向の向きを合わせる必要がある。 In the beam reinforcing metal fitting 1 using the various notches described above, it is necessary to arrange the beam reinforcing metal fitting 1 so that the locking claw 6 faces upward. That is, the beam reinforcing metal fitting 1 described above needs to be oriented in the vertical direction when it is installed.

これに対し、切欠き部の形状によって、上下方向の向きをなくしてもよい。図6(a)〜図6(b)に示す切欠き部は、いずれの切欠き部も、上下方向に略対称な形状であり、切欠き部の内部空間に対して、開口部が狭くなるように形成される。例えば、図6(a)に示す切欠き部7cは、断面が略T字状であり、上下方向に屈曲する。このため、切欠き部7cの開口の縁部の上下に係止爪6が形成される。すなわち、係止爪6の向きが、対向する2方向に向けて形成される。 On the other hand, depending on the shape of the notch, the vertical orientation may be eliminated. The cutouts shown in FIGS. 6 (a) to 6 (b) have a shape that is substantially symmetrical in the vertical direction, and the opening is narrower than the internal space of the cutout. Is formed as follows. For example, the notch portion 7c shown in FIG. 6A has a substantially T-shaped cross section and bends in the vertical direction. Therefore, locking claws 6 are formed above and below the edge of the opening of the notch 7c. That is, the locking claws 6 are formed so as to face two opposite directions.

同様に、図6(b)に示す切欠き部7dは、2方向に斜めに略V字状に形成される。また、図6(c)に示す切欠き部7eは、断面が略台形に形成され、上下に斜面が形成される。また、図6(d)に示す切欠き部7fは、断面が略円形であり、直径よりも小さな開口部を有する。 Similarly, the notch portion 7d shown in FIG. 6B is formed in a substantially V shape diagonally in two directions. Further, the cutout portion 7e shown in FIG. 6C has a substantially trapezoidal cross section, and slopes are formed at the top and bottom. Further, the notch portion 7f shown in FIG. 6D has a substantially circular cross section and has an opening smaller than the diameter.

このようにすることで、梁補強金具の上下方向を気にすることなく使用することができる。以上のように、切欠き部の形状は、特に限定されず、ネット9を掛けることが可能であれば、いずれの形態であってもよい。 By doing so, it can be used without worrying about the vertical direction of the beam reinforcing metal fittings. As described above, the shape of the notch portion is not particularly limited, and any form may be used as long as the net 9 can be hung.

(第2の実施形態)
次に、第2の実施形態について説明する。図7(a)は、梁補強金具1aの背面図であり、図7(b)は梁補強金具1aの側面図である。なお、以下の説明において、梁補強金具1及び梁補強構造10と同様の機能を奏する構成には、図1〜図6と同一の符号を付して、重複する説明を省略する。
(Second Embodiment)
Next, the second embodiment will be described. FIG. 7A is a rear view of the beam reinforcing metal fitting 1a, and FIG. 7B is a side view of the beam reinforcing metal fitting 1a. In the following description, the same reference numerals as those in FIGS. 1 to 6 will be given to the configurations having the same functions as those of the beam reinforcing metal fitting 1 and the beam reinforcing structure 10, and duplicate description will be omitted.

梁補強金具1aは、切欠き部7は、梁補強金具1aの両方の端面に形成される点で梁補強金具1と構成が異なる。すなわち、切欠き部7が、フランジ部5の端面と、本体部3の端面とにそれぞれ形成される。なお、切欠き部7に代えて、他の形態の切欠き部を適用してもよい。 The structure of the beam reinforcing metal fitting 1a is different from that of the beam reinforcing metal fitting 1 in that the notch portion 7 is formed on both end faces of the beam reinforcing metal fitting 1a. That is, the notch portion 7 is formed on the end face of the flange portion 5 and the end face of the main body portion 3, respectively. In addition, instead of the notch portion 7, another form of notch portion may be applied.

フランジ部5に形成される切欠き部7も、本体部3に形成される切欠き部7も、いずれも配管孔4を挟んで一対形成され、それぞれの端面から見た際に、一対の切欠き部7が一直線上に形成される。なお、切欠き部7の配置と、係止爪6の向きは、梁補強金具1aの両端面において同一である。すなわち、一方の端面側の係止爪6を上方に向けると、他方の端面側の係止爪6も上方に向けることができる。 Both the notch portion 7 formed in the flange portion 5 and the notch portion 7 formed in the main body portion 3 are formed in pairs with the piping hole 4 interposed therebetween, and when viewed from their respective end faces, a pair of cuts are formed. The notch 7 is formed in a straight line. The arrangement of the notch portion 7 and the orientation of the locking claw 6 are the same on both end faces of the beam reinforcing metal fitting 1a. That is, when the locking claw 6 on one end face side is turned upward, the locking claw 6 on the other end face side can also be turned upward.

梁補強金具1aを梁11に固定すると、梁11の背面15b側には、本体部3の先端部の一部がウェブ15から突出する。切欠き部7は、ウェブ15からの突出部に形成される。すなわち、背面15b側において、切欠き部7が、ウェブ15に隠れることがない。 When the beam reinforcing metal fitting 1a is fixed to the beam 11, a part of the tip end portion of the main body portion 3 projects from the web 15 on the back surface 15b side of the beam 11. The notch 7 is formed in a protrusion from the web 15. That is, on the back surface 15b side, the notch portion 7 is not hidden by the web 15.

梁補強金具1aを用いることで、いずれの端面側においても、係止爪6が上方に向くように梁補強金具1aが配置され、切欠き部7にネット9を掛けることができる。このため、図3(a)に示す梁11のウェブ15の背面15b側においても切欠き部7にネット9が掛けられる。したがって、フック8の使用量を削減し、作業を短縮することができる。 By using the beam reinforcing metal fitting 1a, the beam reinforcing metal fitting 1a is arranged so that the locking claw 6 faces upward on either end surface side, and the net 9 can be hung on the notch portion 7. Therefore, the net 9 is also hung on the notch 7 on the back surface 15b side of the web 15 of the beam 11 shown in FIG. 3A. Therefore, the amount of hook 8 used can be reduced and the work can be shortened.

第2の実施形態によれば、第1の実施形態と同様の効果を得ることができる。また、梁補強金具1aのように、切欠き部7を本体部3の端面(フランジ部5が設けられない側の端面)にも形成することで、梁の補強と同時にウェブ15の背面15b側においてもネットの取り付け準備を完了することができる。 According to the second embodiment, the same effect as that of the first embodiment can be obtained. Further, by forming the notch portion 7 on the end surface of the main body portion 3 (the end surface on the side where the flange portion 5 is not provided) like the beam reinforcing metal fitting 1a, the beam is reinforced and the back surface 15b side of the web 15 is formed at the same time. Also, the preparation for attaching the net can be completed.

(第3の実施形態)
次に、第3の実施形態について説明する。図8は、第3の実施形態にかかる梁補強金具1bを示す斜視図であり、図9(a)は梁補強金具1bの正面図、図9(b)は梁補強金具1bの側面図である。
(Third Embodiment)
Next, a third embodiment will be described. 8A and 8B are perspective views showing the beam reinforcing metal fitting 1b according to the third embodiment, FIG. 9A is a front view of the beam reinforcing metal fitting 1b, and FIG. 9B is a side view of the beam reinforcing metal fitting 1b. is there.

梁補強金具1bのフランジ部5の外周部には、周方向に溝状の切欠き部7gが形成される。すなわち、フランジ部5の厚み方向の略中央部には、外径が小さくなる溝が形成される。なお、図示した例では、切欠き部7gは、梁補強金具1bの周方向の約半周にわたって形成されるが、全周に形成されてもよく、または、1/3周程度であってもよい。 A groove-shaped notch 7g is formed in the circumferential direction on the outer peripheral portion of the flange portion 5 of the beam reinforcing metal fitting 1b. That is, a groove having a smaller outer diameter is formed in the substantially central portion of the flange portion 5 in the thickness direction. In the illustrated example, the notch portion 7g is formed over about half the circumference of the beam reinforcing metal fitting 1b in the circumferential direction, but may be formed at the entire circumference or about 1/3 of the circumference. ..

図10は、梁補強金具1bを用いた梁補強構造10aを示す正面図であり、図11(a)は、部分断面図である。図示したように、梁補強金具1bは、切欠き部7gが形成されている側を上方に向けて梁11に固定される。なお、溶接部19が、フランジ部5側に形成される例を示すが、本体部3とウェブ15とを溶接してもよく、又は、その両方で溶接してもよい。梁補強金具1bを梁11に固定した後、切欠き部7g(溝)にネット9を掛けることで、ネット9を設置することができる。 FIG. 10 is a front view showing a beam reinforcing structure 10a using the beam reinforcing metal fitting 1b, and FIG. 11A is a partial cross-sectional view. As shown in the drawing, the beam reinforcing metal fitting 1b is fixed to the beam 11 with the side on which the notch portion 7g is formed facing upward. Although an example in which the welded portion 19 is formed on the flange portion 5 side is shown, the main body portion 3 and the web 15 may be welded, or both of them may be welded. After fixing the beam reinforcing metal fitting 1b to the beam 11, the net 9 can be installed by hanging the net 9 on the notch 7g (groove).

なお、図11(b)に示す梁補強金具1cのように、溝状の切欠き部7gを本体部3の端部側にも形成し、ウェブ15の両側において、ネット9を切欠き部7gにかけてもよい。この場合にも、本体部3に形成される切欠き部7gは、ウェブ15に隠れずに、ウェブ15から突出する部位に形成される。 As in the beam reinforcing metal fitting 1c shown in FIG. 11B, a groove-shaped notch 7g is also formed on the end side of the main body 3, and the net 9 is formed on both sides of the web 15 with the notch 7g. You may call it. Also in this case, the notch portion 7g formed in the main body portion 3 is formed in a portion protruding from the web 15 without being hidden by the web 15.

第3の実施形態によれば、第1の実施形態と同様の効果を得ることができる。このように、梁補強金具の少なくとも一方の端面または少なくとも一方の端部側の外周部に、ネット9を掛けることが可能な切欠き部を形成することで、ネット9の設置が容易となる。 According to the third embodiment, the same effect as that of the first embodiment can be obtained. As described above, by forming the notch portion on which the net 9 can be hung on the at least one end surface of the beam reinforcing metal fitting or the outer peripheral portion on the at least one end side, the installation of the net 9 becomes easy.

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

例えば、各実施形態は組み合わせることができることは言うまでもない。また、各実施形態では梁補強金具を本体部3とフランジ部5とで構成したが、フランジ部5を設けなくてもよい。すなわち梁補強金具を本体部3のみで構成してもよい。この場合、切欠き部は本体部3の一方の側の端面や外周面などに形成される。 For example, it goes without saying that the embodiments can be combined. Further, in each embodiment, the beam reinforcing metal fitting is composed of the main body portion 3 and the flange portion 5, but the flange portion 5 may not be provided. That is, the beam reinforcing metal fitting may be composed of only the main body 3. In this case, the notch portion is formed on one end surface or the outer peripheral surface of the main body portion 3.

また、梁補強金具の本体部3は円筒状に限らない。例えば貫通孔が角形である場合、角筒状の本体部の端部に切欠き部が形成された梁補強金具を用いてもよい。 Further, the main body 3 of the beam reinforcing metal fitting is not limited to a cylindrical shape. For example, when the through hole is square, a beam reinforcing metal fitting having a notch formed at the end of the square tubular main body may be used.

1、1a、1b、1c………梁補強金具
3………本体部
4………配管孔
5………フランジ部
6………係止爪
7、7a、7b、7c、7d、7e、7f、7g………切欠き部
8………フック
9………ネット
10、10a………梁補強構造
11………梁
13………フランジ
15………ウェブ
15a………正面
15b………背面
17………貫通孔
19………溶接部
1, 1a, 1b, 1c ………… Beam reinforcing metal fittings 3 ………… Main body 4 ………… Piping hole 5 ………… Flange part 6 ………… Locking claws 7, 7a, 7b, 7c, 7d, 7e, 7f, 7g ……… Notch 8 ……… Hook 9 ……… Net 10, 10a ……… Beam reinforcement structure 11 ……… Beam 13 ……… Flange 15 ……… Web 15a ……… Front 15b… …… Back 17 ………… Through hole 19 ………… Welded part

Claims (8)

ウェブに貫通孔が形成された梁を補強するための梁補強金具であって、
貫通孔に挿入され、内部に配管が挿通される配管孔を有する筒状の本体部を具備し、
前記梁補強金具の少なくとも一方の端面または少なくとも一方の端部側の外周部に、ネットを掛けることが可能な切欠き部が形成されることを特徴とする梁補強金具。
It is a beam reinforcing metal fitting for reinforcing a beam with a through hole formed in the web.
It is provided with a tubular main body having a piping hole that is inserted into a through hole and through which a pipe is inserted.
A beam reinforcing metal fitting characterized in that a notch portion on which a net can be hung is formed on at least one end surface of the beam reinforcing metal fitting or an outer peripheral portion on the at least one end side.
前記本体部の端部近傍には、径方向に突出するフランジ部が設けられ、
前記切欠き部は、前記フランジ部の端面または前記フランジ部の外周面に形成されることを特徴とする請求項1記載の梁補強金具。
A flange portion that protrudes in the radial direction is provided near the end portion of the main body portion.
The beam reinforcing metal fitting according to claim 1, wherein the notch portion is formed on an end surface of the flange portion or an outer peripheral surface of the flange portion.
前記切欠き部は、前記梁補強金具の一方の端面に開口し、
前記端面側から見た際に、前記切欠き部の内部空間の一部が、前記開口から見えず、前記開口の縁部がネットの係止爪として機能することを特徴とする請求項1または請求項2記載の梁補強金具。
The notch is opened in one end surface of the beam reinforcing metal fitting and is opened.
1 or claim 1, wherein a part of the internal space of the cutout portion is not visible from the opening when viewed from the end face side, and the edge portion of the opening functions as a locking claw of the net. The beam reinforcing metal fitting according to claim 2.
前記切欠き部の前記開口の縁部に形成される前記係止爪の向きが、対向する2方向に向けて形成されることを特徴とする請求項3記載の梁補強金具。 The beam reinforcing metal fitting according to claim 3, wherein the locking claws formed at the edge of the opening of the notch are formed in two opposite directions. 前記切欠き部は、前記梁補強金具の一方の端面において、前記配管孔を挟んで一対形成され、
前記端面から見た際に、一対の前記切欠き部が一直線上に形成されることを特徴とする請求項3または請求項4に記載の梁補強金具。
The notch portions are formed in pairs on one end surface of the beam reinforcing metal fitting with the piping hole interposed therebetween.
The beam reinforcing metal fitting according to claim 3 or 4, wherein the pair of the notches are formed in a straight line when viewed from the end face.
前記切欠き部は、前記梁補強金具の外周部において、周方向に形成された溝であることを特徴とする請求項1または請求項2に記載の梁補強金具。 The beam reinforcing metal fitting according to claim 1 or 2, wherein the notch portion is a groove formed in the circumferential direction in the outer peripheral portion of the beam reinforcing metal fitting. 請求項1から請求項6のいずれかに記載の梁補強金具を用いた梁補強構造であって、
前記本体部が、梁のウェブに形成された貫通孔に挿入されて前記梁に溶接され、
前記切欠き部にネットが掛けられていることを特徴とする梁補強構造。
A beam reinforcing structure using the beam reinforcing metal fitting according to any one of claims 1 to 6.
The main body is inserted into a through hole formed in the web of the beam and welded to the beam.
A beam reinforcing structure characterized in that a net is hung on the notch.
請求項1から請求項6のいずれかに記載の梁補強金具を用いた梁補強方法であって、
前記本体部を、梁のウェブに形成された貫通孔に挿入して前記梁に溶接し、
前記切欠き部にネットを掛けることを特徴とする梁補強方法。
A beam reinforcing method using the beam reinforcing metal fitting according to any one of claims 1 to 6.
The main body is inserted into a through hole formed in the web of the beam and welded to the beam.
A beam reinforcing method characterized by hanging a net on the notch.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138478A (en) * 2005-11-16 2007-06-07 Hitachi Metals Techno Ltd Beam through hole reinforcing structure
JP2007162244A (en) * 2005-12-09 2007-06-28 Okabe Co Ltd Member and structure for reinforcing through-hole of steel beam
JP2009167615A (en) * 2008-01-11 2009-07-30 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring
JP2016211252A (en) * 2015-05-11 2016-12-15 株式会社伊藤製作所 Net stretching tool

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138478A (en) * 2005-11-16 2007-06-07 Hitachi Metals Techno Ltd Beam through hole reinforcing structure
JP2007162244A (en) * 2005-12-09 2007-06-28 Okabe Co Ltd Member and structure for reinforcing through-hole of steel beam
JP2009167615A (en) * 2008-01-11 2009-07-30 Hitachi Metals Techno Ltd Beam reinforcing fitting
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring
JP2016211252A (en) * 2015-05-11 2016-12-15 株式会社伊藤製作所 Net stretching tool

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