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JP7104599B2 - Reinforcement structure of the object to be reinforced - Google Patents
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JP7104599B2 - Reinforcement structure of the object to be reinforced - Google Patents

Reinforcement structure of the object to be reinforced Download PDF

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JP7104599B2
JP7104599B2 JP2018176813A JP2018176813A JP7104599B2 JP 7104599 B2 JP7104599 B2 JP 7104599B2 JP 2018176813 A JP2018176813 A JP 2018176813A JP 2018176813 A JP2018176813 A JP 2018176813A JP 7104599 B2 JP7104599 B2 JP 7104599B2
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reinforcing
sandwiching
fixing
fixing member
shaped steel
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JP2020045724A (en
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秀明 高橋
泰之 川島
周平 阿部
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Senqcia Corp
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Description

本発明は、例えば耐震補強のための補強部材が取り付けられた補強対象物の補強構造に関するものである。 The present invention relates to, for example, a reinforcing structure of a reinforcing object to which a reinforcing member for seismic reinforcement is attached.

近年、大きな地震への対策として、構造物に対して耐震補強が行われている。例えば、柱と梁などの構造体に対して斜めに斜材(ブレースや方杖)を設ける方法や、互いに平行に配置された構造体同士を連結するように補強梁を設ける方法などがある。 In recent years, seismic retrofitting of structures has been carried out as a countermeasure against large earthquakes. For example, there are a method of providing diagonal timbers (braces and canes) diagonally to structures such as columns and beams, and a method of providing reinforcing beams so as to connect structures arranged parallel to each other.

このような構造体には、L字状の山形鋼、C形鋼またはT形鋼(以下、単に「山形鋼等」と称する)が用いられる場合がある。山形鋼等は、例えば、単独で用いられる場合や、複数の山形鋼等を組み合わせて、T字状や十字状などの形態としても用いられている。 For such a structure, L-shaped angle steel, C-shaped steel or T-shaped steel (hereinafter, simply referred to as “angle steel or the like”) may be used. The angle steel and the like are used, for example, when they are used alone, or when a plurality of angle steels and the like are combined to form a T-shape or a cross shape.

このような山形鋼等を用いた補強対象物に対して、補強部材等を取り付ける際には、山形鋼等に穴あけ加工を行い、山形鋼等に対して補強部材をボルト等で固定する方法が一般的である(例えば、特許文献1、2) When attaching a reinforcing member or the like to an object to be reinforced using such angle steel or the like, a method of drilling a hole in the angled steel or the like and fixing the reinforcing member to the angled steel or the like with a bolt or the like is used. It is common (for example, Patent Documents 1 and 2).

特開2013-19233号公報Japanese Unexamined Patent Publication No. 2013-19233 特開2007-132011号公報JP-A-2007-1320111

しかし、山形鋼等に穴あけ加工を行うと、山形鋼等の強度が低下するため補強構造としては望ましくない。また、山形鋼等への穴あけ加工に時間を要するため、作業時間が長くなるという問題がある。 However, when drilling a hole in angle steel or the like, the strength of the angle steel or the like decreases, which is not desirable as a reinforcing structure. Further, since it takes time to drill holes in angle steel or the like, there is a problem that the working time becomes long.

本発明は、このような問題に鑑みてなされたもので、穴あけ加工を行うことなく、構造物などへの耐震補強を行うことが可能な補強対象物の補強構造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 reinforcing structure of a reinforced object capable of performing seismic retrofitting to a structure or the like without performing drilling. ..

前述した目的を達成するため、本発明は、補強対象物の補強構造であって、山形鋼、C形鋼またはT形鋼を具備する構造体と、第1の挟持部材と、前記第1の挟持部材と対向して接合される第2の挟持部材と、を有し、前記山形鋼、C形鋼またはT形鋼を挟み込んで固定される固定部材と、前記固定部材に接続される補強部材と、を具備し、少なくとも前記第1の挟持部材には、前記第2の挟持部材との対向面に前記山形鋼、C形鋼またはT形鋼との干渉を避ける切欠き部を有し、前記第1の挟持部材または前記第2の挟持部材の少なくとも一方に、前記補強部材が接続される連結部が設けられ、離間して配置されたそれぞれの前記山形鋼、C形鋼またはT形鋼に、前記固定部材がそれぞれ固定され、それぞれの前記固定部材の前記連結部を連結するように前記補強部材が取り付けられることを特徴とする補強対象物の補強構造である。 In order to achieve the above-mentioned object, the present invention is a reinforcing structure of the object to be reinforced, the structure including angle steel, C-shaped steel or T-shaped steel, the first sandwiching member, and the first A fixing member having a second sandwiching member joined to face the sandwiching member, sandwiching and fixing the angle steel, C-shaped steel or T-shaped steel, and a reinforcing member connected to the fixing member. And, at least the first sandwiching member has a notch on the surface facing the second sandwiching member to avoid interference with the angle steel, C-shaped steel or T-shaped steel. A connecting portion to which the reinforcing member is connected is provided on at least one of the first sandwiching member or the second sandwiching member, and the angle steel, C-shaped steel or T-shaped steel are arranged apart from each other. It is a reinforcing structure of a reinforcing object, characterized in that the fixing members are fixed to each other, and the reinforcing member is attached so as to connect the connecting portions of the fixing members.

一つの前記第2の挟持部材に対して、複数の前記第1の挟持部材が用いられ、前記第2の挟持部材に対して、前記第1の挟持部材が併設して接合されてもよい。 A plurality of the first sandwiching members may be used for the one second sandwiching member, and the first sandwiching member may be joined side by side to the second sandwiching member.

前記補強部材は斜材であり、互いに離間して配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように前記補強部材が接続されてもよい。 The reinforcing member is a diagonal member, and the reinforcing member may be connected so as to connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel, which are arranged apart from each other. ..

前記補強部材は補強梁であり、互いに略平行に配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように前記補強部材が接続されてもよい。 The reinforcing member is a reinforcing beam, and the reinforcing member may be connected so as to connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel, which are arranged substantially parallel to each other. ..

少なくとも一つの前記固定部材は、前記連結部が2カ所以上に設けられ、
それぞれの前記連結部に前記補強部材が連結されてもよい。
The at least one fixing member is provided with the connecting portion at two or more places.
The reinforcing member may be connected to each of the connecting portions.

複数の前記連結部を有する前記固定部材において、少なくとも一つの前記連結部に接続される前記補強部材は補強梁であり、他の少なくとも一つの前記連結部に接続される前記補強部材は斜材であり、前記補強梁は、互いに略平行に配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結し、前記斜材は、互いに離間して配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように接続されてもよい。 In the fixing member having the plurality of the connecting portions, the reinforcing member connected to at least one of the connecting portions is a reinforcing beam, and the reinforcing member connected to the other at least one connecting portion is a diagonal member. The reinforcing beams connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel, which are arranged substantially parallel to each other, and the diagonal members are arranged apart from each other. The fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel may be connected so as to be connected to each other.

第1の発明によれば、一対の挟持部材で山形鋼等を挟み込むことで、固定部材を山形鋼等に取り付けることができるため、山形鋼等への穴あけ加工等が不要である。このため、既設の構造体に対しても容易に取り付けることができる。また、一対の固定部材の連結部に補強部材が取り付けられるため、補強対象物を効率よく補強することができる。 According to the first invention, since the fixing member can be attached to the angle steel or the like by sandwiching the angle steel or the like between the pair of holding members, it is not necessary to drill holes in the angle steel or the like. Therefore, it can be easily attached to an existing structure. Further, since the reinforcing member is attached to the connecting portion of the pair of fixing members, the object to be reinforced can be efficiently reinforced.

また、一つの挟持部材に対して、他方の挟持部材を複数併設して配置することもできる。このようにすることで、より大きな力が付与される補強部材であっても、取り付けが容易である。 Further, a plurality of other sandwiching members may be arranged side by side with respect to one sandwiching member. By doing so, even a reinforcing member to which a larger force is applied can be easily attached.

また、補強部材がブレースや方杖などの斜材であれば、効率よく耐震補強を行うことができる。 Further, if the reinforcing member is a diagonal member such as a brace or a cane, seismic reinforcement can be efficiently performed.

また、補強部材が補強梁であれば、互いに略平行に配置される山形鋼、C形鋼またはT形鋼同士を連結するように補強部材を接続することができる。 Further, if the reinforcing member is a reinforcing beam, the reinforcing member can be connected so as to connect angle steels, C-shaped steels, or T-shaped steels arranged substantially parallel to each other.

また、一つの固定部材に複数の連結部を設けることで、固定部材に対して複数の補強部材を接続することができる。 Further, by providing a plurality of connecting portions in one fixing member, a plurality of reinforcing members can be connected to the fixing member.

例えば、複数の連結部を有する固定部材において、一つの連結部に補強梁を接続し、他の連結部に斜材を接続することで、斜材と補強梁とを一つの固定部材で取り付けることができる。 For example, in a fixing member having a plurality of connecting portions, the diagonal member and the reinforcing beam can be attached by one fixing member by connecting a reinforcing beam to one connecting portion and connecting a diagonal member to the other connecting portion. Can be done.

本発明によれば、穴あけ加工を行うことなく、構造物への耐震補強を行うことが可能な補強対象物の補強構造を提供することができる。 According to the present invention, it is possible to provide a reinforcing structure of a reinforcing object capable of performing seismic retrofitting to a structure without performing drilling.

固定部材1を示す分解斜視図。An exploded perspective view showing the fixing member 1. 固定部材1を示す組立斜視図。The assembly perspective view which shows the fixing member 1. 図2のA-A線断面図。FIG. 2 is a cross-sectional view taken along the line AA of FIG. 固定部材1eを示す分解斜視図。The exploded perspective view which shows the fixing member 1e. 補強構造20を示す図。The figure which shows the reinforcement structure 20. 図5のB部拡大斜視図。FIG. 5 is an enlarged perspective view of part B in FIG. 図5のC-C線断面図。FIG. 5 is a cross-sectional view taken along the line CC of FIG. 図7のD部拡大図。FIG. 7 is an enlarged view of part D in FIG. (a)は、固定部材1aを示す断面図、(b)は、固定部材1bを示す断面図。(A) is a cross-sectional view showing a fixing member 1a, and (b) is a cross-sectional view showing a fixing member 1b. 固定部材1cを示す図。The figure which shows the fixing member 1c. 補強構造20aを示す図。The figure which shows the reinforcement structure 20a. 図11のE-E線断面図。FIG. 11 is a cross-sectional view taken along the line EE of FIG. (a)は、補強構造20bを示す図、(b)は、(a)のG部拡大図。(A) is a diagram showing the reinforcing structure 20b, and (b) is an enlarged view of the G portion of (a). 補強構造20cを示す図。The figure which shows the reinforcement structure 20c.

以下、図面を参照しながら、本発明の実施形態について説明する。図1は、固定部材1を示す分解斜視図、図2は、固定部材1を示す組立斜視図、図3は、固定部材1の断面図であって、図2のA-A線断面図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 is an exploded perspective view showing the fixing member 1, FIG. 2 is an assembled perspective view showing the fixing member 1, and FIG. 3 is a cross-sectional view of the fixing member 1, which is a sectional view taken along the line AA of FIG. be.

固定部材1は、主に、第1の挟持部材である挟持部材3a、第2の挟持部材である挟持部材3b、接合部材であるボルト5及びナット7等から構成される。固定部材1は、山形鋼等へ補強部材を取り付けるための部材である。なお、挟持部材3a及び挟持部材3bの材質は特に限定されないが、例えば鋼製である。 The fixing member 1 is mainly composed of a holding member 3a which is a first holding member, a holding member 3b which is a second holding member, a bolt 5 which is a joining member, a nut 7, and the like. The fixing member 1 is a member for attaching a reinforcing member to angle steel or the like. The materials of the sandwiching member 3a and the sandwiching member 3b are not particularly limited, but are, for example, steel.

図3に示すように、一方の挟持部材3aは、固定部材1の長さ方向(図3の左右方向とする)の略中央部に山状部4が形成される。山状部4は、他の部位よりも高さが高い部位である。固定部材1の長さ方向に対する山状部4の両側はそれぞれ板状に張り出しており、山状部4の外側に挟持部6aが形成され、挟持部6aのさらに外側に接合部8aが形成される。 As shown in FIG. 3, in one of the sandwiching members 3a, a mountain-shaped portion 4 is formed in a substantially central portion in the length direction (the left-right direction in FIG. 3) of the fixing member 1. The mountain-shaped portion 4 is a portion having a height higher than other portions. Both sides of the chevron portion 4 with respect to the length direction of the fixing member 1 project in a plate shape, a sandwiching portion 6a is formed on the outside of the chevron portion 4, and a joint portion 8a is formed on the outer side of the pinching portion 6a. To.

山状部4の側面と、板状に張り出した挟持部6a及び接合部8aの上面は、リブ11で連結されて補強される。リブ11は、略三角形状の板状であり、挟持部材3aの幅方向(長手方向に垂直であって、図3の紙面に垂直な方向とする)の両端部近傍にそれぞれ形成される。なお、挟持部材3aは、板状のリブ11を溶接等で接合して形成してもよく、全体を一体で形成してもよい。 The side surface of the mountain-shaped portion 4 and the upper surfaces of the sandwiching portion 6a and the joint portion 8a projecting in a plate shape are connected by ribs 11 to be reinforced. The ribs 11 have a substantially triangular plate shape, and are formed in the vicinity of both end portions of the sandwiching member 3a in the width direction (vertical to the longitudinal direction and perpendicular to the paper surface of FIG. 3). The sandwiching member 3a may be formed by joining plate-shaped ribs 11 by welding or the like, or may be integrally formed as a whole.

例えば、リブ11を一体で形成する場合には、図4に示す固定部材1eのように、リブ11の形態を板状としなくてもよい。固定部材1eでは、リブ11は、山状部4の幅方向の略中央から挟持部6aおよび接合部8aに向かって徐々に高さが低くなるとともに幅が広がるように形成される。また、接合部8aの上面には、ナット7等との干渉を避けるため、リブ11の一部が切欠かれる。このように、鋳造等によって挟持部材3aを一体で形成する場合には、固定部材1eのような形態であってもよい。なお、リブ11や山状部4の形態は、図示した例には限られず、特に限定されない。 For example, when the rib 11 is integrally formed, the shape of the rib 11 does not have to be plate-shaped as in the fixing member 1e shown in FIG. In the fixing member 1e, the rib 11 is formed so that the height gradually decreases and the width increases from substantially the center of the mountain-shaped portion 4 in the width direction toward the sandwiching portion 6a and the joining portion 8a. Further, a part of the rib 11 is cut out on the upper surface of the joint portion 8a in order to avoid interference with the nut 7 and the like. In this way, when the sandwiching member 3a is integrally formed by casting or the like, it may have a form such as the fixing member 1e. The form of the rib 11 and the chevron portion 4 is not limited to the illustrated example, and is not particularly limited.

挟持部材3aの山状部4には、後述する挟持部材3bとの対向面側に、切欠き部9が設けられる。切欠き部9は、挟持部材3aの幅方向の全体にわたって形成される。切欠き部9は、山形鋼等との干渉を避けるための部位である。なお、本実施形態では、図3に示すように、複数の山形鋼21が、略T字状(図では逆T字状)に配置される。したがって、切欠き部9は、山形鋼21との干渉を避けるように略T字状に形成される。 The mountain-shaped portion 4 of the sandwiching member 3a is provided with a notch portion 9 on the side facing the sandwiching member 3b, which will be described later. The notch portion 9 is formed over the entire width direction of the sandwiching member 3a. The notch portion 9 is a portion for avoiding interference with angle steel or the like. In this embodiment, as shown in FIG. 3, a plurality of angle steels 21 are arranged in a substantially T-shape (inverted T-shape in the figure). Therefore, the notch portion 9 is formed in a substantially T shape so as to avoid interference with the angle steel 21.

挟持部材3aの切欠き部9の両側であって、挟持部6a、6bの外側に形成される接合部8aには、それぞれ孔15aが形成される。孔15aは、他方の挟持部材3bとの接合部である。 Holes 15a are formed in the joint portions 8a formed on both sides of the notch portion 9 of the sandwiching member 3a and outside the sandwiching portions 6a and 6b, respectively. The hole 15a is a joint with the other holding member 3b.

挟持部材3bは、板状部材であって、挟持部材3aと対向するように配置される。なお、挟持部材3bにおいて、挟持部材3aの挟持部6aと対向する部位が挟持部6bとなり、挟持部材3aの接合部8aと対向する部位が接合部8bとなる。 The sandwiching member 3b is a plate-shaped member and is arranged so as to face the sandwiching member 3a. In the sandwiching member 3b, the portion of the sandwiching member 3a facing the sandwiching portion 6a is the sandwiching portion 6b, and the portion of the sandwiching member 3a facing the joining portion 8a is the bonding portion 8b.

挟持部材3bを挟持部材3aと対向させて配置した際に、接合部8aの孔15aに対応する接合部8bには孔15bが形成される。孔15a、15bには、ボルト5が挿通され、ナット7によって接合される。すなわち、挟持部材3aと、挟持部材3bは、切欠き部9の両側において、それぞれ接合部材であるボルト5及びナット7によって接合される。このようにすることで、図3に示すように、挟持部材3aの挟持部6aと挟持部材3bの挟持部6bとで、山形鋼21の一部を挟み込んで挟持することが可能である。なお、接合部材は、ボルト5及びナット7でなくてもよく、ナット7が挟持部材と一体であってもよく、孔15aまたは孔15bに雌ねじ部を形成してもよい。 When the sandwiching member 3b is arranged so as to face the sandwiching member 3a, a hole 15b is formed in the joint portion 8b corresponding to the hole 15a of the joint portion 8a. Bolts 5 are inserted into the holes 15a and 15b and joined by nuts 7. That is, the sandwiching member 3a and the sandwiching member 3b are joined by bolts 5 and nuts 7, which are joining members, on both sides of the notch portion 9, respectively. By doing so, as shown in FIG. 3, a part of the angle steel 21 can be sandwiched and sandwiched between the sandwiching portion 6a of the sandwiching member 3a and the sandwiching portion 6b of the sandwiching member 3b. The joining member does not have to be the bolt 5 and the nut 7, the nut 7 may be integrated with the holding member, and a female screw portion may be formed in the hole 15a or the hole 15b.

挟持部材3bの挟持部6b及び接合部8bの部位は、その長さ方向の両側の部位に対してやや肉厚が薄い。したがって、挟持部材3bの接合部8bの長さ方向の両側は、肉厚が厚くなるように段差17が形成される。それぞれの段差17は、挟持部材3bの幅方向に沿って形成される。すなわち、挟持部材3aは、挟持部材3bの両側の段差17の間に配置される。 The portions of the sandwiching portion 6b and the joint portion 8b of the sandwiching member 3b are slightly thinner than the portions on both sides in the length direction thereof. Therefore, steps 17 are formed on both sides of the joint portion 8b of the sandwiching member 3b in the length direction so that the wall thickness becomes thicker. Each step 17 is formed along the width direction of the sandwiching member 3b. That is, the sandwiching member 3a is arranged between the steps 17 on both sides of the sandwiching member 3b.

挟持部材3bの一方の接合部8bのさらに外側には、挟持部材3aからはみ出す方向に延出される連結部13が形成される。連結部13には例えば孔が設けられ、補強部材を取り付け可能である。 On the outer side of one joint portion 8b of the sandwiching member 3b, a connecting portion 13 extending in a direction protruding from the sandwiching member 3a is formed. For example, a hole is provided in the connecting portion 13, and a reinforcing member can be attached to the connecting portion 13.

なお、連結部13は、挟持部材3bに形成するのではなく、挟持部材3a側に形成してもよい。すなわち、連結部13は、挟持部材3aまたは挟持部材3bの少なくとも一方に設けられる。また、連結部13は、固定部材1の長さ方向に延出して形成するのではなく、幅方向に延出して形成してもよい。また、固定部材1の高さ方向(図3の上下方向であって、挟持部材3aの上方または挟持部材3bの下方)に連結部13を形成してもよい。また、連結部13は、必ずしも板状に張り出す必要はなく、挟持部材3a、3bのいずれかの位置に、直接孔を形成してもよい。 The connecting portion 13 may be formed on the sandwiching member 3a side instead of being formed on the sandwiching member 3b. That is, the connecting portion 13 is provided on at least one of the sandwiching member 3a or the sandwiching member 3b. Further, the connecting portion 13 may be formed by extending in the width direction instead of extending in the length direction of the fixing member 1. Further, the connecting portion 13 may be formed in the height direction of the fixing member 1 (in the vertical direction of FIG. 3, above the holding member 3a or below the holding member 3b). Further, the connecting portion 13 does not necessarily have to project in a plate shape, and a hole may be directly formed at any position of the holding members 3a and 3b.

次に、固定部材1を用いた補強構造の一例について説明する。図5は、固定部材1を用いた補強構造20を示す図であり、図6は、図5のB部拡大斜視図、図7は、図5のC-C線断面図である。 Next, an example of the reinforcing structure using the fixing member 1 will be described. 5 is a view showing a reinforcing structure 20 using the fixing member 1, FIG. 6 is an enlarged perspective view of a portion B of FIG. 5, and FIG. 7 is a sectional view taken along line CC of FIG.

補強構造20における補強対象物23は、互いに略直交する構造体23a、23bによって構成される。構造体23a、23bは、山形鋼21によって形成される。本実施形態では、構造体23a、23bの一部において、一対の山形鋼21が背合わせに配置されて、全体として、略T字状に配置される。構造体23bの山形鋼21は、挟持部材3a、3bで挟み込まれて、構造体23bに固定部材1が固定される。 The reinforcing object 23 in the reinforcing structure 20 is composed of structures 23a and 23b that are substantially orthogonal to each other. The structures 23a and 23b are formed of angle steel 21. In the present embodiment, in a part of the structures 23a and 23b, a pair of angle steels 21 are arranged back to back, and are arranged in a substantially T shape as a whole. The angle steel 21 of the structure 23b is sandwiched between the holding members 3a and 3b, and the fixing member 1 is fixed to the structure 23b.

なお、一方の固定部材1は、一方の構造体23bに固定され、他方の固定部材1は、他方の構造体23bに固定される。すなわち、離間して配置されたそれぞれの山形鋼21に、固定部材1がそれぞれ固定される。一対のそれぞれの固定部材1の連結部13には、それぞれブレース45の端部がピン37によって取り付けられる。すなわち、補強部材であるブレース45は、それぞれの固定部材1の連結部13を連結するように取り付けられる。なお、ブレース45は、例えばワイヤや棒材であり、ブレース45には、図示を省略したターンバックル等が用いられる。 One fixing member 1 is fixed to one structure 23b, and the other fixing member 1 is fixed to the other structure 23b. That is, the fixing member 1 is fixed to each of the angle steels 21 arranged apart from each other. The ends of the braces 45 are attached to the connecting portions 13 of each pair of fixing members 1 by pins 37. That is, the brace 45, which is a reinforcing member, is attached so as to connect the connecting portions 13 of the respective fixing members 1. The brace 45 is, for example, a wire or a bar, and a turnbuckle or the like (not shown) is used for the brace 45.

図8は、図7のD部拡大図である。前述したように、挟持部材3aの挟持部6aと挟持部材3bの挟持部6bとで、山形鋼21の一部が挟み込まれる。この際、挟持部材3aの接合部8aと挟持部材3bの接合部8bとの間には、わずかに隙間35が形成される。このようにすることで、挟持部6aと挟持部6bとで、確実に山形鋼21を挟み込むことができる。 FIG. 8 is an enlarged view of part D of FIG. 7. As described above, a part of the angle steel 21 is sandwiched between the sandwiching portion 6a of the sandwiching member 3a and the sandwiching portion 6b of the sandwiching member 3b. At this time, a slight gap 35 is formed between the joint portion 8a of the sandwiching member 3a and the joint portion 8b of the sandwiching member 3b. By doing so, the angle steel 21 can be reliably sandwiched between the sandwiching portion 6a and the sandwiching portion 6b.

なお、山形鋼21が挟み込まれる挟持部6a、6b以外においては、切欠き部9は、山形鋼21に対して十分に大きく形成される。すなわち、山形鋼21は、挟持部6a、6b以外では、挟持部材3a、3bとの間に隙間が形成されてもよい。このようにすることで、一つのサイズの固定部材1を、複数のサイズの山形鋼21に対して適用させることができる。 The notch portion 9 is formed sufficiently larger than the angle steel 21 except for the sandwiching portions 6a and 6b in which the angle steel 21 is sandwiched. That is, the angle steel 21 may have a gap formed between the holding members 3a and 3b other than the holding portions 6a and 6b. By doing so, the fixing member 1 of one size can be applied to the angle steel 21 of a plurality of sizes.

以上、本実施の形態によれば、山形鋼21の形状に対応した切欠き部9を有するため、山形鋼21と固定部材1との干渉がなく、山形鋼21を一対の挟持部材3a、3bで挟持することができる。このため、山形鋼21への穴あけ加工等行うことなく、補強対象物23に対して固定部材1を固定することができる。また、既設の補強対象物23に対しても、容易に固定部材1を取り付けることができる。 As described above, according to the present embodiment, since the notch portion 9 corresponding to the shape of the angle steel 21 is provided, there is no interference between the angle steel 21 and the fixing member 1, and the angle steel 21 is held by the pair of sandwiching members 3a and 3b. Can be sandwiched between. Therefore, the fixing member 1 can be fixed to the reinforcing object 23 without drilling a hole in the angle steel 21. Further, the fixing member 1 can be easily attached to the existing reinforcing object 23.

また、挟持部材3aの両側には、段差17が設けられるため、挟持部材3bに長さ方向の力がかかった際に、挟持部材3aと挟持部材3bとがずれることを抑制することができる。また、挟持部材3bにかかった力を、段差17を介して挟持部材3aに伝達することができるため、より確実に補強部材からの力を補強対象物23に伝達することができる。なお、このように、挟持部材3a、3bを段差17で係合させるため、前述した接合部8a、8bの隙間35よりも段差17の高さを高くすることが望ましい。 Further, since the steps 17 are provided on both sides of the holding member 3a, it is possible to prevent the holding member 3a and the holding member 3b from being displaced from each other when a force is applied to the holding member 3b in the length direction. Further, since the force applied to the holding member 3b can be transmitted to the holding member 3a via the step 17, the force from the reinforcing member can be more reliably transmitted to the reinforcing object 23. In addition, in order to engage the sandwiching members 3a and 3b at the step 17, it is desirable that the height of the step 17 is higher than the gap 35 of the joint portions 8a and 8b described above.

また、切欠き部9のサイズを山形鋼21に対して大きくすることで、複数サイズの山形鋼21にも対応可能である。 Further, by increasing the size of the notch portion 9 with respect to the angle steel 21, it is possible to support a plurality of sizes of angle steel 21.

このように、補強構造20では、補強対象物23を構成する互いに離間して配置される山形鋼21に一対の固定部材1がそれぞれ固定され、それぞれの固定部材1同士が、補強部材であるブレース45で連結される。なお、図5に示すように、本実施形態では、固定部材1が、互いに離間する構造体23bにのみ配置される例を示したが、構造体23a、23bの両者に固定部材1を固定し、両者を連結するようにブレース45を設けてもよい。また、本実施形態では、1対のブレース45が略X字状に配置される例を示すが、V字状、逆V字状、K字状など、ブレース45の配置や向きは図示した例には限られない。 As described above, in the reinforcing structure 20, the pair of fixing members 1 are fixed to the angle steels 21 which are arranged apart from each other and constitute the reinforcing object 23, and the respective fixing members 1 are braces which are reinforcing members. It is connected by 45. As shown in FIG. 5, in the present embodiment, the fixing member 1 is arranged only in the structure 23b that is separated from each other, but the fixing member 1 is fixed to both the structures 23a and 23b. , The brace 45 may be provided so as to connect the two. Further, in the present embodiment, an example in which a pair of braces 45 are arranged in a substantially X shape is shown, but the arrangement and orientation of the braces 45 such as V-shape, inverted V-shape, and K-shape are illustrated examples. Not limited to.

また、本実施形態では、補強部材としてブレース45を示したが、ブレース45に変えて、溝形鋼などを用いた方杖としてもよい。すなわち、互いに略直交する方向に配置された山形鋼21に対して、補強部材として、両者を連結するように斜めに斜材を配置することで、効率よく補強対象物23を補強することができる。なお、以下の説明では、斜材としてブレース45の例を用いて説明する。 Further, in the present embodiment, the brace 45 is shown as the reinforcing member, but the brace 45 may be replaced with a cane using channel steel or the like. That is, the reinforcing object 23 can be efficiently reinforced by arranging diagonal members as reinforcing members diagonally so as to connect the angle steels 21 arranged in directions substantially orthogonal to each other. .. In the following description, an example of the brace 45 as the diagonal member will be used.

また、本実施形態では、山形鋼21が略T字状に配置された場合について説明したが、山形鋼21の配置はこれに限られない。図9(a)は、固定部材1aを用いた例を示す図である。 Further, in the present embodiment, the case where the angle steel 21 is arranged in a substantially T shape has been described, but the arrangement of the angle steel 21 is not limited to this. FIG. 9A is a diagram showing an example in which the fixing member 1a is used.

固定部材1aは、固定部材1とほぼ同様の構成であるが、切欠き部9の形態が異なる。なお、以下の説明において、前述した実施形態と同様の機能とを奏する構成については、図1から図8と同様の符号を付し、重複する説明を省略する。また、以下の図において、特に記載がない場合には、補強部材の図示を省略する。 The fixing member 1a has almost the same structure as the fixing member 1, but the form of the notch portion 9 is different. In the following description, the same reference numerals as those in FIGS. 1 to 8 will be added to the configurations that perform the same functions as those of the above-described embodiment, and duplicate description will be omitted. Further, in the following figures, unless otherwise specified, the reinforcing members are not shown.

図9(a)に示す固定部材1aのように、L字状の山形鋼21に固定する場合には、これに対応した略L字状の切欠き部9とすればよい。この場合には、挟持部6a、6bは、山状部4の一方の側にのみ形成されればよい。 When fixing to the L-shaped angle steel 21 as in the fixing member 1a shown in FIG. 9A, a substantially L-shaped notch portion 9 corresponding to this may be used. In this case, the sandwiching portions 6a and 6b need only be formed on one side of the chevron portion 4.

また、図9(b)は、固定部材1bを用いた例を示す図である。固定部材1bは、固定部材1とほぼ同様の構成であるが、挟持部材3bの形態が異なる。固定部材1bの挟持部材3bには、挟持部材3aとほぼ同様に山状部4が形成される。 Further, FIG. 9B is a diagram showing an example in which the fixing member 1b is used. The fixing member 1b has almost the same structure as the fixing member 1, but the form of the holding member 3b is different. A mountain-shaped portion 4 is formed on the holding member 3b of the fixing member 1b in substantially the same manner as the holding member 3a.

挟持部材3a、3bは、互いに対向するそれぞれの山状部4に、略T字状の切欠き部9を有する。すなわち、切欠き部9が、挟持部材3aと挟持部材3bの両方に設けられる。挟持部材3a、3bの切欠き部9同士を対向させて接合すると、切欠き部9の形状が略十字状となる。このように、固定部材1bは、L字状の山形鋼21が4本背合わせに配置され、略十字状に配置された構造体に対応可能である。 The sandwiching members 3a and 3b have substantially T-shaped notches 9 in their respective chevron portions 4 facing each other. That is, the notch portion 9 is provided in both the sandwiching member 3a and the sandwiching member 3b. When the notches 9 of the sandwiching members 3a and 3b are joined to each other so as to face each other, the shape of the notches 9 becomes substantially cross-shaped. As described above, the fixing member 1b can correspond to a structure in which four L-shaped angle steels 21 are arranged back to back and arranged in a substantially cross shape.

なお、個々の山形鋼21同士が背合わせで接触している場合には問題がないが、図示したように、個々の山形鋼21同士の間に隙間が形成されている場合には、少なくとも、挟持部材3a、3bで挟み込む方向の各山形鋼21同士の隙間に、スペーサ39が配置される。このようにすることで、挟持部材3a、3bで複数の山形鋼21を確実に挟み込んで固定することができる。 There is no problem when the individual angle steels 21 are in contact with each other back to back, but as shown in the figure, when a gap is formed between the individual angle steels 21, at least The spacer 39 is arranged in the gap between the angle steels 21 in the direction of being sandwiched between the sandwiching members 3a and 3b. By doing so, the plurality of angle steels 21 can be reliably sandwiched and fixed by the sandwiching members 3a and 3b.

このように、山形鋼21の形態に応じて、切欠き部9等の形状を設計することで、あらゆる形態の構造体に固定することができる。 In this way, by designing the shape of the notch portion 9 or the like according to the form of the angle steel 21, it can be fixed to a structure of any form.

なお、上述の各実施形態では、L字状の山形鋼21を単独または組み合わせて配置した例について示したが、本発明は、これには限られない。例えば、C形鋼やT形鋼などを単独または組み合わせて配置してもよい。このように、本発明は、断面形状がL字型以外の対象物にも固定することができる。この場合には、山形鋼等の配置に合わせて、切欠き部9の形態を、山形鋼等に干渉しないように形成すればよい。なお、以下の説明では、山形鋼21を用いて説明するが、C形鋼またはT形鋼に置き換えることもできる。 In each of the above-described embodiments, an example in which the L-shaped angle steel 21 is arranged alone or in combination is shown, but the present invention is not limited to this. For example, C-shaped steel, T-shaped steel, and the like may be arranged alone or in combination. As described above, the present invention can be fixed to an object having a cross-sectional shape other than the L-shape. In this case, the shape of the notch portion 9 may be formed so as not to interfere with the angle steel or the like according to the arrangement of the angle steel or the like. In the following description, angle steel 21 will be used, but it may be replaced with C-shaped steel or T-shaped steel.

また、固定部材は、一つの挟持部材3aと一つの挟持部材3bとから構成されなくてもよい。例えば、図10に示す固定部材1cのように、3つの挟持部材3aに対して、一つの挟持部材3bを接合してもよい。すなわち、一つの挟持部材3bに対して、複数の挟持部材3aが併設して接合される。このようにすることで、複数の固定部材1を併設する場合と比較して、取り付けが容易である。 Further, the fixing member does not have to be composed of one holding member 3a and one holding member 3b. For example, as in the fixing member 1c shown in FIG. 10, one holding member 3b may be joined to the three holding members 3a. That is, a plurality of sandwiching members 3a are joined side by side to one sandwiching member 3b. By doing so, it is easier to install as compared with the case where a plurality of fixing members 1 are provided side by side.

次に、第2の実施形態について説明する。図11は、補強構造20aを示す正面図、図12は図11のE-E線断面図である。補強構造20aは、補強構造20と略同様の構造であるが、補強部材が斜材ではなく、補強梁47である点で異なる。 Next, the second embodiment will be described. FIG. 11 is a front view showing the reinforcing structure 20a, and FIG. 12 is a sectional view taken along line EE of FIG. The reinforcing structure 20a has substantially the same structure as the reinforcing structure 20, except that the reinforcing member is not a diagonal member but a reinforcing beam 47.

互いに離間して略平行に配置される構造体23bには、それぞれ、連結部13同士が対向するように固定部材1dが取り付けられる。なお、固定部材1dは、固定部材1cと同様に、一つの挟持部材3bに対して、複数の挟持部材3aが併設されて固定される。固定部材1dの連結部13には、ボルト33およびナット31によって補強梁47が接続される。補強梁47は、構造体23bの山形鋼21にそれぞれ固定された固定部材1d同士を連結するように接続される。 Fixing members 1d are attached to the structures 23b which are separated from each other and arranged substantially parallel to each other so that the connecting portions 13 face each other. As with the fixing member 1c, the fixing member 1d is fixed with a plurality of holding members 3a attached to one holding member 3b. A reinforcing beam 47 is connected to the connecting portion 13 of the fixing member 1d by a bolt 33 and a nut 31. The reinforcing beams 47 are connected so as to connect the fixing members 1d fixed to the angle steel 21 of the structure 23b.

補強梁47は、構造体23bに対して略直交するように配置される。なお、補強梁47は、例えば溝形鋼であってもよく山形鋼であってもよい。 The reinforcing beam 47 is arranged so as to be substantially orthogonal to the structure 23b. The reinforcing beam 47 may be, for example, channel steel or angle steel.

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。なお、補強梁47は、互いに離間して略平行に配置される構造体同士を連結するものであればよい。 According to the second embodiment, the same effect as that of the first embodiment can be obtained. The reinforcing beams 47 may be any structure that connects the structures that are separated from each other and arranged substantially in parallel.

次に、第3の実施形態について説明する。図13(a)は、補強構造20bを示す部分正面図、図13(b)は、図13(a)のG部拡大図である。補強構造20bでは、固定部材1fが用いられる。固定部材1fは、固定部材1dとほぼ同様の構成であるが、挟持部材3bの両側に、互いに逆方向に向けて連結部13a、13bがそれぞれ設けられる。すなわち、固定部材1fには、複数の連結部13a、13bが設けられる。 Next, a third embodiment will be described. 13 (a) is a partial front view showing the reinforcing structure 20b, and FIG. 13 (b) is an enlarged view of the G portion of FIG. 13 (a). In the reinforcing structure 20b, the fixing member 1f is used. The fixing member 1f has substantially the same structure as the fixing member 1d, but connecting portions 13a and 13b are provided on both sides of the holding member 3b in opposite directions. That is, the fixing member 1f is provided with a plurality of connecting portions 13a and 13b.

補強構造20bでは、離間して互いに略平行に配置される構造体23bのそれぞれに、固定部材1fが固定される。この際、それぞれの固定部材1fの連結部13a同士が対向し、連結部13bが互いに逆向きに両側に向けて配置される。また、構造体23bと略直交する構造体23aには、固定部材1cが固定される。 In the reinforcing structure 20b, the fixing member 1f is fixed to each of the structures 23b which are separated from each other and arranged substantially parallel to each other. At this time, the connecting portions 13a of the respective fixing members 1f face each other, and the connecting portions 13b are arranged so as to face each other in opposite directions. Further, the fixing member 1c is fixed to the structure 23a which is substantially orthogonal to the structure 23b.

固定部材1fの一方の連結部13aには、補強部材として補強梁47が接続される。固定部材1fの他方の連結部13bには、補強部材としてブレース45が接続される。前述したように、補強梁47は、互いに略平行に配置される山形鋼21にそれぞれ固定された固定部材1f同士を連結する。また、斜材であるブレース45は、互いに略直交する山形鋼21にそれぞれ固定された固定部材1fと固定部材1cとを連結するように接続される。 A reinforcing beam 47 is connected to one of the connecting portions 13a of the fixing member 1f as a reinforcing member. A brace 45 is connected to the other connecting portion 13b of the fixing member 1f as a reinforcing member. As described above, the reinforcing beams 47 connect the fixing members 1f fixed to the angle steel 21 arranged substantially parallel to each other. Further, the brace 45, which is a diagonal member, is connected so as to connect the fixing member 1f and the fixing member 1c fixed to the angle steel 21 substantially orthogonal to each other.

第3の実施形態によれば、第1の実施形態等と同様の効果を得ることができる。また、一つの固定部材1fに複数の連結部13a、13bを配置することで、複数の補強部材を一つの固定部材1fに接続することができる。 According to the third embodiment, the same effect as that of the first embodiment can be obtained. Further, by arranging a plurality of connecting portions 13a and 13b on one fixing member 1f, a plurality of reinforcing members can be connected to one fixing member 1f.

なお、図示した例では、固定部材1fの一方の連結部13aに補強梁47を接続し、他方の連結部13bにブレース45を接続したが、これには限られない。例えば、連結部13a、13bともに補強梁47を接続してもよく、連結部13a、13bともにブレース45を接続してもよい。 In the illustrated example, the reinforcing beam 47 is connected to one connecting portion 13a of the fixing member 1f, and the brace 45 is connected to the other connecting portion 13b, but the present invention is not limited to this. For example, the reinforcing beams 47 may be connected to both the connecting portions 13a and 13b, or the brace 45 may be connected to both the connecting portions 13a and 13b.

次に、第4の実施形態について説明する、図14は、補強構造20cの平面図である。補強構造20cは補強構造20bと略同様であるが、補強構造20cでは固定部材1g、1hが用いられる点で異なる。 Next, FIG. 14, which describes the fourth embodiment, is a plan view of the reinforcing structure 20c. The reinforcing structure 20c is substantially the same as the reinforcing structure 20b, except that the reinforcing structure 20c uses the fixing members 1g and 1h.

補強構造20cでは、構造体23bが平面視で略矩形となるように4カ所に配置されている。一方の隣り合う構造体23b(図中下側の2カ所)には、固定部材1hがそれぞれ固定される。また、固定部材1hが固定された構造体23bと対向する他方の隣り合う構造体23b(図中上側の2カ所)には、固定部材1gがそれぞれ固定される。 In the reinforcing structure 20c, the structures 23b are arranged at four positions so as to be substantially rectangular in a plan view. The fixing members 1h are fixed to one of the adjacent structures 23b (two places on the lower side in the drawing). Further, the fixing member 1g is fixed to the other adjacent structure 23b (two places on the upper side in the drawing) facing the structure 23b to which the fixing member 1h is fixed.

固定部材1hは、固定部材1fとほぼ同様の構成であるが、連結部13a、13bに加えて、さらに連結部13cが設けられる。連結部13cは、挟持部材3aの山状部4の頂部に設けられる。連結部13cは、挟持部材3bにそれぞれ設けられる連結部13a、13bに対して、略直交する方向に向けて設けられる。すなわち、一つの固定部材1hにおいて、3カ所に連結部13a、13b、13cが設けられる。 The fixing member 1h has substantially the same structure as the fixing member 1f, but in addition to the connecting portions 13a and 13b, a connecting portion 13c is further provided. The connecting portion 13c is provided on the top of the chevron portion 4 of the holding member 3a. The connecting portion 13c is provided in a direction substantially orthogonal to the connecting portions 13a and 13b provided on the sandwiching member 3b, respectively. That is, in one fixing member 1h, connecting portions 13a, 13b, and 13c are provided at three places.

固定部材1gには、連結部13aと連結部13cが設けられる。このように、一つの固定部材に対して、互いに異なる任意の方向に向けて、2カ所以上に連結部を配置することができる。 The fixing member 1g is provided with a connecting portion 13a and a connecting portion 13c. In this way, the connecting portions can be arranged at two or more locations with respect to one fixing member in arbitrary directions different from each other.

補強構造20bの固定部材1fと同様に、補強構造20cの固定部材1hの互いに対向する連結部13a同士には、補強梁47が接続される。また、固定部材1hの連結部13bにはブレース45が接続され、構造体23aに固定された固定部材1d(図示省略)と接続される。 Similar to the fixing member 1f of the reinforcing structure 20b, the reinforcing beam 47 is connected to the connecting portions 13a of the fixing members 1h of the reinforcing structure 20c facing each other. Further, a brace 45 is connected to the connecting portion 13b of the fixing member 1h, and is connected to the fixing member 1d (not shown) fixed to the structure 23a.

また、補強構造20bの固定部材1fと同様に、固定部材1gの互いに対向する連結部13a同士にも、補強梁47が接続される。さらに、固定部材1hの連結部13cと固定部材1gの連結部13cとには、両者を連結するように補強梁47が接続される。 Further, similarly to the fixing member 1f of the reinforcing structure 20b, the reinforcing beam 47 is also connected to the connecting portions 13a of the fixing members 1g facing each other. Further, a reinforcing beam 47 is connected to the connecting portion 13c of the fixing member 1h and the connecting portion 13c of the fixing member 1g so as to connect the two.

第4の実施形態によれば、第3の実施形態と同様の効果を得ることができる。また、固定部材1gのように、連結部13a、13cが互いに直交する方向に向けて形成してもよく、また、固定部材1hのように、3方向に向けて連結部13a、13b、13cを形成してもよい。 According to the fourth embodiment, the same effect as that of the third embodiment can be obtained. Further, like the fixing member 1g, the connecting portions 13a and 13c may be formed in directions orthogonal to each other, and like the fixing member 1h, the connecting portions 13a, 13b and 13c may be formed in three directions. It may be formed.

なお、固定部材1h、1gの連結部13a、13cに補強梁47を接続し、固定部材1hの連結部13bにブレース45を接続したが、これには限られない。例えば、連結部13a、13b、13cともに補強梁47を接続してもよく、連結部13a、13b、13cともにブレース45を接続してもよい。また、固定部材1hにおいては、少なくとも一つの連結部に補強梁を接続し、他の少なくとも一つの連結部に斜材を接続してもよい。 The reinforcing beam 47 is connected to the connecting portions 13a and 13c of the fixing member 1h and 1g, and the brace 45 is connected to the connecting portion 13b of the fixing member 1h, but the present invention is not limited to this. For example, the reinforcing beams 47 may be connected to the connecting portions 13a, 13b and 13c, and the brace 45 may be connected to the connecting portions 13a, 13b and 13c. Further, in the fixing member 1h, a reinforcing beam may be connected to at least one connecting portion, and a diagonal member may be connected to at least one other connecting portion.

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 embodiment of the present invention has been described above with reference to the attached drawings, the technical scope of the present invention does not depend on the above-described embodiment. It is clear that a person skilled in the art can come up with various modifications or modifications within the scope of the technical idea described in the claims, and these are naturally included in the technical scope of the present invention. It is understood that it belongs.

例えば、上述した固定部材の各構成は、互いに組み合わせることができることは言うまでもない。 For example, it goes without saying that the above-mentioned configurations of the fixing members can be combined with each other.

1、1a、1b、1c、1d、1e、1f、1g、1h………固定部材
3a、3b………挟持部材
4………山状部
5………ボルト
6a、6b………挟持部
7………ナット
8a、8b………接合部
9………切欠き部
11………リブ
13、13a、13b、13c………連結部
15a、15b………孔
17………段差
20、20a、20b、20c………補強構造
21………山形鋼
23………補強対象物
23a、23b………構造体
31………ナット
33………ボルト
35………隙間
37………ピン
39………スペーサ
45………ブレース
47………補強梁
1, 1a, 1b, 1c, 1d, 1e, 1f, 1g, 1h ..... fixing member 3a, 3b .... 7 ………… Nuts 8a, 8b ………… Joint 9 ………… Notch 11 ………… Ribs 13, 13a, 13b, 13c ………… Connecting parts 15a, 15b ………… Hole 17 ………… Step 20 , 20a, 20b, 20c ………… Reinforcement structure 21 ………… Crate steel 23 ………… Reinforcement target 23a, 23b ………… Structure 31 ………… Nut 33 ………… Bolt 35 ………… Gap 37 …… … Pin 39 ……… Spacer 45 ……… Brace 47 ……… Reinforcing beam

Claims (6)

補強対象物の補強構造であって、
山形鋼、C形鋼またはT形鋼を具備する構造体と、
第1の挟持部材と、前記第1の挟持部材と対向して接合される第2の挟持部材と、を有し、前記山形鋼、C形鋼またはT形鋼を挟み込んで固定される固定部材と、
前記固定部材に接続される補強部材と、
を具備し、
少なくとも前記第1の挟持部材には、前記第2の挟持部材との対向面に前記山形鋼、C形鋼またはT形鋼との干渉を避ける切欠き部を有し、前記第1の挟持部材または前記第2の挟持部材の少なくとも一方に、前記補強部材が接続される連結部が設けられ、
離間して配置されたそれぞれの前記山形鋼、C形鋼またはT形鋼に、前記固定部材がそれぞれ固定され、
それぞれの前記固定部材の前記連結部を連結するように前記補強部材が取り付けられることを特徴とする補強対象物の補強構造。
It is a reinforcement structure of the object to be reinforced,
Structures comprising angle steel, C-section or T-section, and
A fixing member having a first holding member and a second holding member joined to face the first holding member, and sandwiching and fixing the angle steel, C-shaped steel or T-shaped steel. When,
A reinforcing member connected to the fixing member and
Equipped with
At least the first holding member has a notch on a surface facing the second holding member to avoid interference with the angle steel, C-shaped steel or T-shaped steel, and the first holding member Alternatively, at least one of the second sandwiching members is provided with a connecting portion to which the reinforcing member is connected.
The fixing member is fixed to each of the angle steel, C-shaped steel or T-shaped steel arranged apart from each other.
A reinforcing structure of a reinforcing object, characterized in that the reinforcing member is attached so as to connect the connecting portions of the respective fixing members.
一つの前記第2の挟持部材に対して、複数の前記第1の挟持部材が用いられ、前記第2の挟持部材に対して、前記第1の挟持部材が併設して接合されることを特徴とする請求項1記載の補強対象物の補強構造。 A plurality of the first sandwiching members are used for one second sandwiching member, and the first sandwiching member is joined side by side to the second sandwiching member. The reinforcing structure of the object to be reinforced according to claim 1. 前記補強部材は斜材であり、
互いに離間して配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように前記補強部材が接続されることを特徴とする請求項1または請求項2に記載の補強対象物の補強構造。
The reinforcing member is a diagonal member.
1 or claim 1, wherein the reinforcing members are connected so as to connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel that are arranged apart from each other. Reinforcement structure of the object to be reinforced according to 2.
前記補強部材は補強梁であり、
互いに略平行に配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように前記補強部材が接続されることを特徴とする請求項1または請求項2に記載の補強対象物の補強構造。
The reinforcing member is a reinforcing beam, and the reinforcing member is a reinforcing beam.
1 or claim 1, wherein the reinforcing member is connected so as to connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel arranged substantially parallel to each other. Reinforcement structure of the object to be reinforced according to 2.
少なくとも一つの前記固定部材は、前記連結部が2カ所以上に設けられ、
それぞれの前記連結部に前記補強部材が連結されることを特徴とする請求項1から請求項4のいずれかに記載の補強対象物の補強構造。
The at least one fixing member is provided with the connecting portion at two or more places.
The reinforcing structure for a reinforcing object according to any one of claims 1 to 4, wherein the reinforcing member is connected to each of the connecting portions.
複数の前記連結部を有する前記固定部材において、少なくとも一つの前記連結部に接続される前記補強部材は補強梁であり、他の少なくとも一つの前記連結部に接続される前記補強部材は斜材であり、
前記補強梁は、互いに略平行に配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結し、
前記斜材は、互いに離間して配置される前記山形鋼、C形鋼またはT形鋼にそれぞれ固定された前記固定部材同士を連結するように接続されることを特徴とする請求項5に記載の補強対象物の補強構造。
In the fixing member having the plurality of the connecting portions, the reinforcing member connected to at least one of the connecting portions is a reinforcing beam, and the reinforcing member connected to the other at least one connecting portion is a diagonal member. can be,
The reinforcing beams connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel, which are arranged substantially parallel to each other.
The fifth aspect of the present invention, wherein the diagonal members are connected so as to connect the fixing members fixed to the angle steel, the C-shaped steel, or the T-shaped steel, which are arranged apart from each other. Reinforcement structure of the object to be reinforced.
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