JP7210247B2 - Reinforcing structure of reinforced object - Google Patents

Reinforcing structure of reinforced object Download PDF

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JP7210247B2
JP7210247B2 JP2018225118A JP2018225118A JP7210247B2 JP 7210247 B2 JP7210247 B2 JP 7210247B2 JP 2018225118 A JP2018225118 A JP 2018225118A JP 2018225118 A JP2018225118 A JP 2018225118A JP 7210247 B2 JP7210247 B2 JP 7210247B2
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reinforcing
holding
clamping
members
fixing
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泰之 川島
周平 阿部
秀明 高橋
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Senqcia Corp
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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。 TECHNICAL FIELD The present invention relates to a reinforcement structure for an object to be reinforced, to which a reinforcement member for seismic reinforcement is attached, for example.

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, as a countermeasure against large earthquakes, seismic reinforcement has been carried out on structures. For example, there is a method in which diagonal members (brace or brace) are provided obliquely to structures such as columns and beams, and a method in which reinforcing beams are provided 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 structures, L-shaped angle steel, C-shaped steel, or T-shaped steel (hereinafter simply referred to as "angle steel, etc.") may be used. Angle irons and the like are used, for example, when they are used alone, or in combinations of a plurality of angle irons, etc., to form a shape such as 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, etc. to an object to be reinforced using such an angle steel, there is a method of drilling holes in the angle steel, etc., and fixing the reinforcing member to the angle steel, etc. with bolts, etc. General (for example, Patent Documents 1 and 2)

特開2013-19233号公報JP 2013-19233 A 特開2007-132011号公報Japanese Patent Application Laid-Open No. 2007-132011

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, drilling an angle steel or the like reduces the strength of the angle steel or the like, which is not desirable as a reinforcing structure. In addition, since it takes time to drill holes in angle steel, etc., there is a problem that the working time is 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。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a reinforced structure for an object to be reinforced, which enables seismic reinforcement of a structure or the like without drilling holes. .

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、板状部を有する構造体と、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、を有する固定部材と、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の挟持部材は、前記第1の挟持部材の両端部近傍にそれぞれ設けられる第1の接合部と、前記第1の接合部の内側に配置され、前記第2の挟持部材との対向面側に突出する第1の挟持部と、を有し、前記第1の挟持部の内側には、前記構造体との干渉を避ける空間が形成され、前記第2の挟持部材は、前記第1の接合部および前記第1の挟持部と対応する部位にそれぞれ設けられる第2の接合部および第2の挟持部を有し、前記第1の接合部と前記第2の接合部が、接合部材によって接合され、前記構造体の前記板状部が、前記第1の挟持部と前記第2の挟持部とで挟持され、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構造体に、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。
前記第2の挟持部は、前記第1の挟持部材の方向に突出し、前記第1の挟持部および前記第2の挟持部は、それぞれ前記第1の挟持部材および前記第2の挟持部材の幅方向に複数に分離して形成されていてもよい。
To achieve the above object, the present invention provides a reinforcing structure for an object to be reinforced, comprising: a structure having a plate-like portion ; and a reinforcing member connected to the fixing member, wherein at least the first holding member is located near both ends of the first holding member, respectively a first joint portion provided; and a first clamping portion disposed inside the first joint portion and protruding toward a surface facing the second clamping member; A space for avoiding interference with the structure is formed inside the clamping portion, and the second clamping member is provided at a portion corresponding to each of the first joint portion and the first clamping portion. 2 joint portions and a second holding portion, wherein the first joint portion and the second joint portion are joined by a joining member, and the plate-like portion of the structure is held by the first holding portion; and the second holding portion, and at least one of the first holding member and the second holding member is provided with a connection portion to which the reinforcing member is connected, and is spaced apart. In the reinforcing structure of the object to be reinforced, the fixing members are fixed to the respective structures, and the reinforcing member is attached so as to connect the connecting portions of the fixing members.
The second clamping portion protrudes in the direction of the first clamping member, and the first clamping portion and the second clamping portion extend over the widths of the first clamping member and the second clamping member, respectively. It may be formed separately in a plurality of directions.

前記固定部材は、前記連結部が2カ所以上に設けられ、複数の前記固定部材が併設され、一方の前記連結部には、前記補強部材が接続され、他方の前記連結部には、複数の前記固定部材同士を連結する連結部材が取り付けられてもよい。 In the fixing member, the connecting portions are provided at two or more locations, a plurality of the fixing members are arranged side by side, the reinforcing member is connected to one connecting portion, and a plurality of connecting portions are connected to the other connecting portion A connecting member may be attached to connect the fixing members.

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構造体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 may be a diagonal member, and the reinforcing member may be connected so as to connect the fixing members respectively fixed to the structures 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構造体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 may be a reinforcing beam, and the reinforcing member may be connected so as to connect the fixed members respectively fixed to the structures arranged substantially parallel to each other.

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構造体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構造体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 fixed member having a plurality of connecting portions, the reinforcing member connected to at least one connecting portion is a reinforcing beam, and the reinforcing member connected to at least one other connecting portion is a diagonal member. The reinforcing beams connect the fixed members respectively fixed to the structures arranged substantially parallel to each other, and the diagonal members are fixed to the structures arranged apart from each other. The fixed members may be connected to each other.

前記構造体は、互いに直交する方向に対してそれぞれ板状部を有する山形鋼、C形鋼またはT形鋼であり、一方の方向の板状部が、前記第1の挟持部と前記第2の挟持部とで挟持され、前記空間は、前記構造体の前記一方の方向と直交する他方の方向の板状部と、前記第1の挟持部材との干渉を避けることが可能であることが望ましい。
The structure is an angle steel, a C-shaped steel, or a T-shaped steel having plate-shaped portions in directions perpendicular to each other , and the plate-shaped portions in one direction are connected to the first clamping portion and the first clamping portion. 2 clamping parts, and the space is capable of avoiding interference between the first clamping member and the plate-like part in the other direction perpendicular to the one direction of the structure. is desirable.

第1の発明によれば、一対の挟持部材で山形鋼等の構造体を挟み込むことで、固定部材を構造体に取り付けることができるため、構造体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 structure by sandwiching the structure such as the angle steel between the pair of holding members, drilling or the like to the structure is unnecessary. Therefore, it can be easily attached to an existing structure. In addition, since the reinforcing member is attached to the connecting portion of the pair of fixing members, the object to be reinforced can be reinforced efficiently.

また、この際、第1の挟持部が、挟持方向に突出しているため、構造体に対してより強い圧力で挟持することができ、構造体に対する固定部材のずれを抑制することができる。また、第1の挟持部の突出代により、第1の挟持部以外の部位が構造体から離れているため、構造体に取り付けられたリベット等の他部材と固定部材とが干渉することを抑制することができる。 Further, at this time, since the first clamping portion protrudes in the clamping direction, the structure can be clamped with stronger pressure, and displacement of the fixing member with respect to the structure can be suppressed. In addition, since the portion other than the first holding portion is separated from the structure due to the projection margin of the first holding portion, it is possible to suppress interference between other members such as rivets attached to the structure and the fixing member. can do.

また、複数の固定部材を連結することで、より大きな力が付与される補強部材であっても、確実に取り付けることができる。 Further, by connecting a plurality of fixing members, even a reinforcing member to which a larger force is applied can be reliably 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。 Moreover, if the reinforcing member is a diagonal member such as a brace or a brace, 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構造体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 the structures 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。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。 Further, by providing a plurality of connecting portions on one fixing member, it is possible to connect a plurality of reinforcing members to the fixing member. For example, in a fixed member having a plurality of joints, a reinforcing beam is connected to one joint and a diagonal member is connected to the other joint, thereby attaching the diagonal member and the reinforcing beam with a single fixing member. can be done.

また、このような固定部材は、構造体が山形鋼、C形鋼またはT形鋼の場合に、特に好適に適用可能である。 Moreover, such a fixing member is particularly suitably applicable when the structure is an angle steel, a C-shaped steel, or a T-shaped steel.

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。 ADVANTAGE OF THE INVENTION According to this invention, the reinforcement structure of the reinforcement object which can perform the seismic reinforcement to a structure can be provided, without performing a drilling process.

固定部材1を示す分解斜視図。FIG. 2 is an exploded perspective view showing the fixing member 1; 固定部材1を示す組立斜視図。FIG. 2 is an assembly perspective view showing the fixing member 1; 固定部材1でT形鋼21aを挟み込んだ状態を示す図で、(a)は側面図、(b)は(a)のE-E線断面図。FIG. 10 is a view showing a state in which a T-shaped steel 21a is sandwiched between fixing members 1, (a) is a side view, and (b) is a cross-sectional view taken along line EE of (a). 固定部材1gを示す分解斜視図。The exploded perspective view which shows 1 g of fixing members. 補強構造20を示す図。The figure which shows the reinforcement structure 20. FIG. 図5のJ部拡大斜視図。FIG. 6 is an enlarged perspective view of part J in FIG. 5 ; 図6のK-K線断面図。KK line sectional view of 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でT形鋼21aを挟み込んだ状態を示す図で、(a)は側面図、(b)は(a)のG-G線断面図。FIG. 10A is a side view, and FIG. 1B is a cross-sectional view taken along line GG of FIG. 固定部材1dでT形鋼21aを挟み込んだ状態を示す図で、(a)は側面図、(b)は(a)のH-H線断面図。FIG. 10 is a view showing a state in which a T-shaped steel 21a is sandwiched between fixing members 1d, (a) is a side view, and (b) is a cross-sectional view taken along the line HH of (a). 固定部材1eでT形鋼21aを挟み込んだ状態を示す図で、(a)は側面図、(b)は(a)のI-I線断面図。FIG. 10A is a side view and FIG. 1B is a cross-sectional view taken along the line II of FIG. 補強構造20aを示す図。The figure which shows the reinforcement structure 20a. 図12のL-L線断面図。FIG. 12 is a cross-sectional view along the line LL of FIG. 12; (a)は、補強構造20bを示す図、(b)は、(a)のM部拡大図。(a) is a diagram showing a reinforcing structure 20b, and (b) is an enlarged view of the M 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を示す組立斜視図である。また、図3(a)は、一例として、固定部材1でT形鋼21aを挟み込んだ状態を示す側面図であり、図3(b)は、図3(a)のE-E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, and FIG. 2 is an assembled perspective view showing the fixing member 1. FIG. Further, FIG. 3(a) is a side view showing, as an example, a state in which a T-shaped steel 21a is sandwiched between the fixing members 1, and FIG. 3(b) is a cross-sectional view taken along line EE of FIG. 3(a). is.

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、ナット7及び座金等から構成される。固定部材1は、山形鋼等(山形鋼、C形鋼またはT形鋼等)へ補強部材を取り付けるための部材である。 The fixing member 1 is mainly composed of a holding member 3a as a first holding member, a holding member 3b as a second holding member, a bolt 5 as a joining member, a nut 7, a washer, and the like. The fixing member 1 is a member for attaching a reinforcing member to an angle steel or the like (angle steel, C-shaped steel, T-shaped steel, or the like).

図3(b)に示すように、一方の挟持部材3aの長さ方向(図3(b)の左右方向とする)の両端部近傍には、それぞれ第1の接合部である接合部8aが設けられる。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。 As shown in FIG. 3(b), joint portions 8a, which are first joint portions, are formed in the vicinity of both end portions in the length direction of one holding member 3a (left and right direction in FIG. 3(b)). be provided. A hole 15a is formed in each joint portion 8a. The hole 15a is a joint with the other holding member 3b.

接合部8aの内側には、それぞれ第1の挟持部である挟持部6aが設けられる。挟持部6aは、挟持部材3bとの対向面側に突出する。すなわち、挟持部6aは、接合部8aの下面よりも下方に突出し、挟持部6aと接合部8aの下面との間には段差が形成される。 Sandwiching portions 6a, which are first sandwiching portions, are provided inside the joint portions 8a. The holding portion 6a protrudes toward the side facing the holding member 3b. That is, the holding portion 6a protrudes downward from the lower surface of the joint portion 8a, and a step is formed between the holding portion 6a and the lower surface of the joint portion 8a.

なお、接合部8aの下面に対する挟持部6aの突出代は、数mm~100mm程度であり、より好ましくは数mm~50mm程度である。突出代を十分にとることで、山形鋼等に設けられるリベット等(例えば図3中D)との干渉を避けることができる。また、挟持部6aの長さ(図3(b)の左右方向の長さ)は、例えば5mm~30mm程度である。挟持部6aと山形鋼等との接触面積を小さくすることで、挟持部6aをより強く山形鋼等に押し付けることができ、山形鋼等に対するずれ等を抑制することができる。なお、このような効果をより得るために、挟持部6aに粗化処理(赤さびやブラスト加工など)を施してもよい。この場合、挟持部6aの面積が小さいため、処理が容易である。 The protrusion of the clamping portion 6a from the lower surface of the joint portion 8a is approximately several mm to 100 mm, more preferably approximately several mm to 50 mm. Interference with a rivet or the like (for example, D in FIG. 3) provided on the angle steel or the like can be avoided by providing a sufficient protrusion margin. The length of the holding portion 6a (the length in the horizontal direction in FIG. 3(b)) is, for example, about 5 mm to 30 mm. By reducing the contact area between the clamping portion 6a and the angle steel or the like, the clamping portion 6a can be pressed against the angle steel or the like more strongly, thereby suppressing displacement or the like with respect to the angle steel or the like. In order to further obtain such an effect, the clamping portion 6a may be roughened (red rust, blasting, etc.). In this case, since the area of the holding portion 6a is small, the processing is easy.

また、挟持部6aは、挟持部材3aの幅方向(長手方向に垂直であって、図3(a)の左右方向とする)に連続して形成するのではなく、幅方向の両端部に分離して形成される。すなわち、挟持部6aが、4カ所に分離して配置される。このようにすることで、前述した山形鋼等との接触面積を小さくして、挟持部6aを山形鋼等に対してより食い込ませることができる。また、前述したように、T形鋼21aにリベット(図3中D)などが配置されていても、リベットをまたいで挟持部6aで山形鋼等を挟持することができる。 Moreover, the holding portion 6a is not formed continuously in the width direction of the holding member 3a (perpendicular to the longitudinal direction, which is defined as the left-right direction in FIG. 3A), but is separated at both ends in the width direction. formed by That is, the holding portion 6a is arranged separately at four locations. By doing so, the contact area with the angle steel or the like can be reduced, and the holding portion 6a can be made to bite into the angle steel or the like more. Further, as described above, even if a rivet (D in FIG. 3) or the like is arranged on the T-shaped steel 21a, the angle steel or the like can be clamped by the clamping portion 6a across the rivet.

挟持部6aの間であって、挟持部材3aの略中央部が頂部4となる。すなわち、頂部4の両側はそれぞれ挟持部材3b方向に向けて板状部材が接合され、頂部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。頂部4は、他の部位よりも高さが高い部位である。 Between the clamping portions 6a, a substantially central portion of the clamping member 3a becomes the top portion 4. As shown in FIG. That is, on both sides of the top portion 4, plate-like members are joined toward the holding member 3b, the holding portion 6a is formed outside the top portion 4, and the joining portion 8a is formed further outside the holding portion 6a. The top part 4 is a part higher in height than other parts.

頂部4から接合部8aにかけて、リブ11が接合されて補強される。リブ11は、頂部4から接合部8aまでの外側に配置され、挟持部材3aの幅方向に2列に配置される。なお、リブ11や頂部4の形態は、図示した例には限られず、特に限定されない。 A rib 11 is joined and reinforced from the top portion 4 to the joining portion 8a. The ribs 11 are arranged outside from the top portion 4 to the joint portion 8a, and are arranged in two rows in the width direction of the holding member 3a. In addition, the form of the rib 11 and the top part 4 is not restricted to the example shown in figure, and is not specifically limited.

挟持部材3aの頂部4の下方には、後述する挟持部材3bとの対向面側に、空間9が設けられる。空間9は、挟持部材3aの幅方向の全体にわたって形成される。空間9は、山形鋼等との干渉を避けるための部位である。図示した例では、T形鋼21aの上方に、機器(図3(b)中A)や、配管(図3(b)中B)や、リベット(図3(b)中C)などが配置されても、空間9が十分に大きいため、挟持部材3aとの干渉を避けることができる。なお、本実施形態では、挟持部材3aは、正面視において左右対称の形状となる。 A space 9 is provided below the top portion 4 of the holding member 3a on the side facing the holding member 3b, which will be described later. The space 9 is formed over the entire width direction of the holding member 3a. The space 9 is a portion for avoiding interference with the angle iron or the like. In the illustrated example, equipment (A in FIG. 3B), piping (B in FIG. 3B), rivets (C in FIG. 3B), etc. are arranged above the T-shaped steel 21a. Even if the space 9 is large enough, interference with the clamping member 3a can be avoided. In addition, in the present embodiment, the holding member 3a has a symmetrical shape when viewed from the front.

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。挟持部材3bにおいて、挟持部材3aの挟持部6aと対向する部位が第2の挟持部である挟持部6bとなり、挟持部材3aの接合部8aと対向する部位が第2の接合部である接合部8bとなる。すなわち、挟持部6bも、4カ所に分離して配置される。また、挟持部材3bの背面側にはリブ17が設けられる。 The holding member 3b is a plate-like member and is arranged so as to face the holding member 3a. In the holding member 3b, the portion facing the holding portion 6a of the holding member 3a is the holding portion 6b, which is the second holding portion, and the portion facing the joint portion 8a of the holding member 3a is the second joint portion. 8b. That is, the holding portion 6b is also arranged separately at four locations. A rib 17 is provided on the rear side of the holding member 3b.

挟持部6bは、挟持部材3aの方向に突出する。このため、山形鋼等を挟持部6a、6bで挟み込んだ際に、挟持部6bと山形鋼等との接触面積を小さくすることができ、前述した挟持部6aと同様に、挟持部材3bと山形鋼等とのずれを抑制することができる。 The holding portion 6b protrudes toward the holding member 3a. Therefore, when an angle steel or the like is sandwiched between the sandwiching portions 6a and 6b, the contact area between the sandwiching portion 6b and the angle steel or the like can be reduced. Displacement from steel or the like can be suppressed.

なお、図4に示す固定部材1gのように、挟持部6a、6bは、挟持部材3aの幅方向に連続して形成されてもよい。すなわち、挟持部6a、6bが、2カ所(挟持部材3aの長手方向のそれぞれの部位で1カ所ずつ)に分離して配置されてもよい。このように、挟持部6a、6bは、互いの対向方向に突出していれば、その配置は特に限定されず、例えば、挟持部材3aの長手方向のそれぞれの部位で、幅方向のほぼ中央に一カ所だけ配置してもよく、幅方向に3カ所以上に分離して配置してもよい。なお、挟持部6aによって十分に山形鋼等をずれなく挟持可能であれば、挟持部6bは他の部位に対して突出させずに、平坦であってもよい。 Incidentally, like the fixing member 1g shown in FIG. 4, the holding portions 6a and 6b may be formed continuously in the width direction of the holding member 3a. That is, the holding portions 6a and 6b may be arranged separately at two locations (one at each location in the longitudinal direction of the holding member 3a). In this way, the arrangement of the holding portions 6a and 6b is not particularly limited as long as they protrude in the direction opposite to each other. It may be arranged only at one place, or it may be arranged separately at three or more places in the width direction. As long as the clamping portion 6a can clamp the angle iron or the like without any deviation, the clamping portion 6b may be flat without protruding from other portions.

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、空間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(a)、図3(b)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、T形鋼21a(山形鋼等)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。 A hole 15b is formed in the joining portion 8b corresponding to the hole 15a of the joining portion 8a when the holding member 3b is arranged to face the holding member 3a. A bolt 5 is inserted through the holes 15 a and 15 b and joined with a nut 7 . That is, the holding member 3a and the holding member 3b are joined on both sides of the space 9 by bolts 5 and nuts 7, which are joining members. By doing so, as shown in FIGS. 3(a) and 3(b), the holding portion 6a of the holding member 3a and the holding portion 6b of the holding member 3b form a T-shaped steel 21a (angle steel or the like). It is possible to clamp by sandwiching a part of. The joining members may not be the bolt 5 and the nut 7, the nut 7 may be integrated with the clamping member, and the hole 15a or the hole 15b may be formed with a female thread.

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。 A connecting portion 13 extending in a direction protruding from the clamping member 3a is formed further outside one joint portion 8b of the clamping member 3b. The connecting portion 13 is provided with, for example, a hole to which a reinforcing member can be attached.

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。 Note that the connecting portion 13 may be formed on the side of the holding member 3a instead of being formed on the holding member 3b. That is, the connecting portion 13 is provided on at least one of the holding member 3a and the holding member 3b. Further, the connecting portion 13 may be formed so as to extend 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 (vertical direction in FIG. 3, above the holding member 3a or below the holding member 3b). Moreover, the connecting portion 13 does not necessarily need to project like a plate, and a hole may be formed directly 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を示す平面図であり、図6は、図5のJ部拡大図、図7は、図6のK-K線断面図である。 Next, an example of a reinforcing structure using the fixing member 1 will be described. 5 is a plan view showing a reinforcing structure 20 using the fixing member 1, FIG. 6 is an enlarged view of the J portion of FIG. 5, and FIG. 7 is a cross-sectional view taken along the line KK 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。例えば、構造体23aは補強対象物23の梁であり、構造体23bは補強対象物23の柱である。図示した例では、構造体23aは、T形鋼21aによって形成される。なお、構造体23a、23bは、梁および柱でなくてもよく、また、両者の少なくとも一方が山形鋼、T形鋼またはC形鋼で形成されれば、いずれの補強対象物にも適用可能である。構造体23aのT形鋼21a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。 A reinforcement object 23 in the reinforcement structure 20 is composed of structures 23a and 23b that are substantially perpendicular to each other. For example, the structure 23a is the beam of the reinforcement object 23, and the structure 23b is the pillar of the reinforcement object 23. FIG. In the illustrated example, the structure 23a is formed by a T-shaped steel 21a. The structures 23a and 23b need not be beams and columns, and can be applied to any reinforcement object as long as at least one of them is formed of angle steel, T-shaped steel, or C-shaped steel. is. The T-shaped steel 21a of the structure 23a is sandwiched between the sandwiching members 3a and 3b, and the fixing member 1 is fixed to the structure 23b.

一対の固定部材1が互いに直交する構造体23aのそれぞれに併設されて固定される。すなわち、一方の一対の固定部材1は、一方の構造体23aに固定され、他方の一対の固定部材1は、隣り合う他方の構造体23aに固定される。すなわち、離間して配置されたそれぞれのT形鋼21aに、固定部材1がそれぞれ固定される。この際、図6、図7に示しように、一対の固定部材1は、一方の連結部13において連結部材35で連結される。同様に、互いに直交するそれぞれの構造体23aに固定された一対の固定部材1同士の間には、連結部材35aが取り付けられて連結される。連結部材35aは、板状の部材であり、構造体23aに対して斜めに配置される。 A pair of fixing members 1 are arranged side by side and fixed to each of the structures 23a orthogonal to each other. That is, one pair of fixing members 1 is fixed to one structure 23a, and the other pair of fixing members 1 is fixed to the other adjacent structure 23a. That is, the fixing member 1 is fixed to each of the T-shaped steels 21a that are spaced apart from each other. At this time, as shown in FIGS. 6 and 7 , the pair of fixing members 1 are connected by a connecting member 35 at one connecting portion 13 . Similarly, a connecting member 35a is attached and connected between a pair of fixing members 1 fixed to respective structures 23a that are orthogonal to each other. The connecting member 35a is a plate-like member and is arranged obliquely with respect to the structure 23a.

図5に示すように、構造体23a、23bで囲まれた矩形の空間に対して、互いに対角線上の位置にも、同様に、連結部材35、35aで連結された固定部材1が配置される。それぞれの連結部材35a同士をつなぐように、それぞれの連結部材35aには補強部材であるブレース45の端部がピン39、ボルト溶接、溶接接合等によって取り付けられる。ブレース45は、連結部材35aの斜めの部位に対して略直交する方向に向けて配置される。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。 As shown in FIG. 5, fixing members 1 connected by connecting members 35, 35a are also arranged diagonally with respect to the rectangular space surrounded by the structures 23a, 23b. . End portions of braces 45, which are reinforcing members, are attached to the respective connecting members 35a by means of pins 39, bolt welding, weld joint, or the like so as to connect the respective connecting members 35a. The brace 45 is arranged in a direction substantially orthogonal to the oblique portion of the connecting member 35a. The brace 45 is, for example, a wire or a bar material, and a turnbuckle or the like (not shown) is used for the brace 45 .

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T形鋼21a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6に示す例では、固定部材1が、互いに直交して隣り合う二つの構造体23bにのみ配置される例を示したが、これには限られない。 Thus, in the reinforcing structure 20, the pair of fixed members 1 are fixed to the T-shaped steels 21a that constitute the object to be reinforced 23 and are arranged apart from each other, and the fixed members 1 are reinforcing members. They are connected by braces 45 . In addition, although the example shown in FIG. 6 shows an example in which the fixing member 1 is disposed only on two structures 23b that are orthogonal to each other and adjacent to each other, the present invention is not limited to this.

構造体23bが柱である場合には、隅柱、側柱、中柱によって接合される梁の向きと本数が異なるため、ブレース45を複数の方向に向けて配置する場合がある。例えば、図5の左上に示すように、隣り合う3つの構造体23aのそれぞれに固定部材1を固定し、それぞれを連結部材35aで連結することで、中心の構造体23bに対して2方向にブレース45を取り付けることができる。また、図5の右下または左下に示すように、隣り合う4つの構造体23aのそれぞれに固定部材1を固定し、それぞれを連結部材35aで連結することで、中心の構造体23bに対して3方向又は4方向にブレース45を取り付けることができる。なお、図5の右下の場合には、ブレース45が配置されていない方向においても、連結部材35に代えて連結部材35aで連結してもよい。 When the structure 23b is a pillar, the braces 45 may be arranged in a plurality of directions because the direction and number of beams joined by the corner pillars, side pillars, and center pillars are different. For example, as shown in the upper left of FIG. 5, by fixing the fixing member 1 to each of the three adjacent structures 23a and connecting them with the connecting member 35a, the center structure 23b can be fixed in two directions. A brace 45 can be attached. Further, as shown in the lower right or lower left of FIG. 5, by fixing the fixing member 1 to each of the four adjacent structures 23a and connecting them with the connecting member 35a, the central structure 23b can be fixed. Brace 45 can be attached in three or four directions. 5, the connection member 35a may be used instead of the connection member 35 even in the direction in which the brace 45 is not arranged.

以上、本実施の形態によれば、山形鋼等との干渉を避ける空間9を有するため、山形鋼等と固定部材1との干渉がなく、山形鋼等を一対の挟持部材3a、3bで挟持することができる。このため、山形鋼等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、必要に応じて、固定部材1の脱着も容易である。 As described above, according to the present embodiment, since the space 9 is provided to avoid interference with the angle steel or the like, there is no interference between the angle steel or the like and the fixing member 1, and the angle steel or the like is held between the pair of holding members 3a and 3b. can do. Therefore, the fixing member 1 can be fixed to the reinforcing object 23 without drilling the angle iron or the like. In addition, it is easy to attach and detach the fixing member 1 as necessary.

また、挟持部6a、6bが互いに対向する方向に突出し、挟持部6a、6bを山形鋼等に強く押し付けることができるため、挟持部6a、6bが山形鋼等に食い込み、挟持部材3a、挟持部材3bが山形鋼等に対してずれることを抑制することができる。このため、より確実に補強部材を補強対象物23に固定することができる。 In addition, since the holding portions 6a and 6b protrude in directions facing each other and can be strongly pressed against the angle steel or the like, the holding portions 6a and 6b bite into the angle steel or the like, and the holding member 3a and the holding member 3a are separated from each other. It is possible to suppress the deviation of 3b with respect to the angle iron or the like. Therefore, the reinforcing member can be fixed to the reinforcing object 23 more reliably.

また、必要に応じて、複数の固定部材1を併設して連結することで、大型の補強部材等も確実に取り付けることができる。 Moreover, by connecting a plurality of fixing members 1 side by side as necessary, a large reinforcing member or the like can be securely attached.

また、空間9のサイズを山形鋼等に対して大きくすることで、複数サイズの山形鋼等にも対応可能であり、山形鋼等に他の部品等が配置されている場合でも、対応が可能である。 In addition, by making the size of the space 9 larger than the angle steel, it is possible to support multiple sizes of angle steel, etc., and it is possible to support even when other parts are arranged in the angle steel, etc. is.

なお、本実施形態では、構造体23a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を設けたが、構造体23a、23bの両者に固定部材1を設けてもよい。すなわち、図5に示す平面図に対して直交する方向に対しても、ブレース45を配置してもよい。 In this embodiment, the fixing member 1 is fixed to the structural body 23a and the brace 45 is provided to connect the two, but the fixing member 1 may be provided to both the structural bodies 23a and 23b. That is, the braces 45 may be arranged also in the direction orthogonal to the plan view shown in FIG.

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等に対して、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。 Also, in this embodiment, the brace 45 is shown as a reinforcing member, but instead of the brace 45, a brace using channel steel or the like may be used. That is, by obliquely arranging a diagonal member as a reinforcing member so as to connect the angle irons and the like arranged in directions substantially perpendicular to each other, the object to be reinforced 23 can be reinforced efficiently. . In the following description, the brace 45 is used as an example of the diagonal material.

なお、本実施形態では、構造体23aがT形鋼21aである場合について説明したが、これに限られない。図8(a)は、固定部材1aを用いた例を示す図である。 In addition, although this embodiment demonstrated the case where the structure 23a was the T-shaped steel 21a, it is not restricted to this. FIG. 8(a) is a diagram showing an example using the fixing member 1a.

固定部材1aは、固定部材1とほぼ同様の構成であるが、挟持部6a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7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 substantially the same configuration as the fixing member 1, but the shape of the holding portion 6a is different. In the following description, the same reference numerals as those in FIGS. 1 to 7 are given to the configurations having the same functions as those of the above-described embodiment, and overlapping descriptions are omitted. Further, in the following drawings, the illustration of reinforcing members is omitted unless otherwise specified.

図8(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、挟持部6a、6bは、頂部4の一方の側にのみ形成されればよい。なお、この場合には、固定部材1aで山形鋼21を挟み込んだ状態において、挟持部6aが設けられない側の接合部8a、8bの間には、隙間が形成される。 When fixing to the L-shaped angle steel 21 like the fixing member 1a shown in FIG. In this case, when the angle iron 21 is sandwiched between the fixing members 1a, a gap is formed between the joint portions 8a and 8b on the side where the sandwiching portion 6a is not provided.

また、図8(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とほぼ同様に頂部4が形成される。 FIG. 8(b) is a diagram showing an example using the fixing member 1b. The fixing member 1b has substantially the same configuration as the fixing member 1, but the configuration of the holding member 3b is different. The clamping member 3b of the fixed member 1b is formed with a top portion 4 in substantially the same manner as the clamping member 3a.

挟持部材3a、3bは、互いに対向するそれぞれの頂部4の間に空間9が形成される。すなわち、空間9が、挟持部材3aと挟持部材3bの両方に設けられる。固定部材1bは、T形鋼21aが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。なお、この場合には、一方の挟持部材3bに連結部13を形成してもよく、挟持部材3a、3bの両方に連結部13を設けてもよい。また、連結部13は、挟持部材3a、3bの頂部4に形成してもよく、接合部8a、8bの外側に設けてもよい。 A space 9 is formed between the top portions 4 of the clamping members 3a and 3b facing each other. That is, the space 9 is provided in both the clamping member 3a and the clamping member 3b. The fixing member 1b can correspond to a structure in which the T-shaped steels 21a are arranged back to back and arranged in a substantially cross shape. In this case, the connecting portion 13 may be formed on one of the holding members 3b, or the connecting portions 13 may be provided on both of the holding members 3a and 3b. Further, the connecting portion 13 may be formed on the top portions 4 of the holding members 3a and 3b, or may be provided outside the joint portions 8a and 8b.

なお、T形鋼21a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T形鋼21a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T形鋼21a同士の隙間に、スペーサ37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T形鋼21aを確実に挟み込んで固定することができる。 Although there is no problem when the T-shaped steels 21a are in back-to-back contact with each other, when gaps are formed between the individual T-shaped steels 21a as shown in the figure, at least A spacer 37 is arranged in the gap between the T-shaped steels 21a in the direction of sandwiching between the sandwiching members 3a and 3b. By doing so, the plurality of T-shaped steels 21a can be reliably sandwiched and fixed by the sandwiching members 3a and 3b.

なお、上述の各実施形態では、L字状の山形鋼21またはT形鋼21a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形鋼などを単独または組み合わせて配置してもよい。また、挟持部6a、6bで挟み込むことが可能な部位があれば、挟持される構造体としては、山形鋼、T形鋼、C形鋼には限られず、その他の構造体であってもよい。このように、空間9のサイズおよび形状を、山形鋼等の構造体に干渉しないように形成することで、様々な断面形状の補強対象物に固定することができる。 In each of the above-described embodiments, an example in which the L-shaped angle steel 21 or the T-shaped steel 21a is arranged singly or in combination has been shown, but the present invention is not limited to this. For example, C-shaped steel or the like may be arranged singly or in combination. In addition, as long as there is a portion that can be sandwiched between the sandwiching portions 6a and 6b, the structure to be sandwiched is not limited to angle steel, T-shaped steel, and C-shaped steel, and other structures may be used. . By forming the space 9 in such a size and shape that it does not interfere with the structural body such as the angle steel, it is possible to fix the space 9 to reinforcement objects having various cross-sectional shapes.

また、固定部材としては、空間が略矩形となるものには限られない。図9(a)は、固定部材1cの使用状態を示す側面図、図9(b)は、図9(a)のG-G線断面図である。固定部材1cは、固定部材1と略同様の構成であるが、全体の形態が異なる。なお、以下の説明では、T形鋼21aを用いて説明するが、C形鋼または山形鋼に置き換えることもできる。 Further, the fixing member is not limited to one having a substantially rectangular space. FIG. 9(a) is a side view showing the state of use of the fixing member 1c, and FIG. 9(b) is a sectional view taken along line GG of FIG. 9(a). The fixing member 1c has substantially the same configuration as that of the fixing member 1, but the overall shape is different. Although the T-shaped steel 21a is used in the following description, it can be replaced with a C-shaped steel or an angle steel.

挟持部材3aは、一対のリブ11が対向して配置され、リブ11間のほぼ中央に頂部4が配置され、リブ11同士が接合される。リブ11の両端部近傍には、接合部8aが設けられ、接合部8aの内側において、リブ11の先端部が、挟持部6aとなる。なお、前述したように、挟持部6aは、接合部8aの下方に突出する。なお、この場合には、挟持部6aの外側は、接合部8aの外側に向かって斜めに形成される。 The sandwiching member 3a has a pair of ribs 11 facing each other, and the top portion 4 is arranged substantially in the center between the ribs 11, and the ribs 11 are joined together. A joint portion 8a is provided in the vicinity of both ends of the rib 11, and the tip portion of the rib 11 serves as a holding portion 6a inside the joint portion 8a. In addition, as described above, the holding portion 6a protrudes downward from the joint portion 8a. In this case, the outside of the holding portion 6a is formed obliquely toward the outside of the joining portion 8a.

リブ11は、略ホームベース形状の五角形の空間9を形成する。すなわち、挟持部材3aのほぼ中央の頂部4近傍が最も高く、頂部4から両側に行くにつれて、徐々に高さが低くなり、端部近傍においては、挟持部材3bとの対向方向に向けて略まっすぐに形成される。このように、挟持部材3aの形状は、特に限定されることはなく、逆V字状や円弧状などいずれの形態も適用可能である。 The ribs 11 form a pentagonal space 9 having a substantially home base shape. That is, the vicinity of the apex 4 at approximately the center of the holding member 3a is the highest, and the height gradually decreases toward both sides from the apex 4. formed in Thus, the shape of the holding member 3a is not particularly limited, and any shape such as an inverted V shape or an arc shape can be applied.

また、前述した各実施形態では、複数の板状部材を接合して固定部材を構成したが、全てを一体で構成してもよい。図10(a)は、固定部材1dの使用状態を示す側面図、図10(b)は、図10(a)のH-H線断面図である。固定部材1dは、固定部材1と略同様の構成であるが、各部が一体で構成される点で異なる。固定部材1dにおいては、挟持部材3a、3bともに、例えば鋳物である。 Further, in each of the above-described embodiments, a plurality of plate-like members are joined together to constitute the fixing member, but all of them may be integrally constructed. FIG. 10(a) is a side view showing the state of use of the fixing member 1d, and FIG. 10(b) is a sectional view taken along line HH of FIG. 10(a). The fixing member 1d has substantially the same configuration as the fixing member 1, but differs in that each part is integrally configured. In the fixing member 1d, both the holding members 3a and 3b are made of casting, for example.

挟持部材3aは、両端部近傍に接合部8aが設けられ、接合部8aの内側に挟持部6aが形成され、挟持部6aの間に空間9が形成される。空間9は略矩形であるが、角部が湾曲した形態である。このように、挟持部材3a、3bを一体で構成することもできる。 The clamping member 3a is provided with joints 8a near both ends thereof, a clamping part 6a is formed inside the joints 8a, and a space 9 is formed between the clamping parts 6a. The space 9 has a substantially rectangular shape with curved corners. In this way, the clamping members 3a and 3b can also be constructed integrally.

さらに、図11(a)は、固定部材1eの使用状態を示す側面図、図11(b)は、図11(a)のI-I線断面図である。固定部材1eは、固定部材1dと同様に、各部が一体で構成される。固定部材1eは、固定部材1dに対して、空間9の形態が異なる。このように、各構成を一体で構成する場合にも、空間9の形態としては、特に限定されず、任意の形態とすることができる。このように、挟持部材3a、3bは、板状のリブ11等の部材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。 Further, FIG. 11(a) is a side view showing the state of use of the fixing member 1e, and FIG. 11(b) is a sectional view taken along the line II of FIG. 11(a). As with the fixing member 1d, the fixing member 1e is integrally formed with each part. The fixing member 1e differs in the shape of the space 9 from the fixing member 1d. In this way, even when each configuration is configured integrally, the form of the space 9 is not particularly limited and can be any form. In this manner, the holding members 3a and 3b may be formed by joining members such as plate-like ribs 11 by welding or the like, or may be integrally formed as a whole.

次に、第2の実施形態について説明する。図12は、補強構造20aを示す正面図、図13は図12のL-L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, a second embodiment will be described. FIG. 12 is a front view showing the reinforcing structure 20a, and FIG. 13 is a sectional view taken along line LL of FIG. The reinforcing structure 20a has substantially the same structure as the reinforcing structure 20, but differs in that the reinforcing member is a reinforcing beam 47 instead of a diagonal member.

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、複数の固定部材1が併設して取り付けられる。構造体23bは、例えば一対の山形鋼21が背合わせで配置されて、T字状に配置されて構成される。なお、複数の固定部材1同士は、固定部材1の一方の側(離間して配置されるそれぞれの構造体23b同士の対向方向とは逆側)において連結部材35によって連結される。また、固定部材1の互いに対向する側の連結部13には、連結部材35bを介してボルト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1同士を連結するように接続される。 A plurality of fixing members 1 are attached side by side to each of the structures 23b that are spaced apart from each other and arranged substantially parallel to each other. The structure 23b is configured by, for example, a pair of angle irons 21 arranged back-to-back in a T-shape. In addition, the plurality of fixing members 1 are connected by a connecting member 35 on one side of the fixing member 1 (the side opposite to the facing direction of the structures 23b arranged apart from each other). Reinforcing beams 47 are connected to the connecting portions 13 of the fixed member 1 on the sides facing each other by bolts 33 and nuts 31 via connecting members 35b. The reinforcing beams 47 are connected so as to connect the fixed members 1 each 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 beams 47 are arranged substantially perpendicular to the structure 23b. The reinforcing beams 47 may be channel steel or angle steel, for example.

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, effects similar to those of the first embodiment can be obtained. Note that the reinforcing beams 47 may be anything as long as they connect structures that are spaced apart from each other and are arranged substantially parallel to each other.

次に、第3の実施形態について説明する。図14(a)は、補強構造20bを示す部分正面図、図14(b)は、図14(a)のM部拡大図である。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1が固定されるとともに、構造体23bと略直交する構造体23aにも、固定部材1が固定される。すなわち、構造体23a、23bともに山形鋼等で構成される。 Next, a third embodiment will be described. FIG. 14(a) is a partial front view showing a reinforcing structure 20b, and FIG. 14(b) is an enlarged view of part M in FIG. 14(a). In the reinforcing structure 20b, the fixing member 1 is fixed to each of the structures 23b that are spaced apart and arranged substantially parallel to each other, and the fixing member 1 is also fixed to the structure 23a that is substantially orthogonal to the structures 23b. be. That is, both the structures 23a and 23b are made of angle steel or the like.

構造体23bに固定された固定部材1の一方の連結部13には、補強部材として補強梁47が接続される。固定部材1の他方の連結部13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1同士を連結する。また、斜材であるブレース45は、互いに略直交する構造体23a、23bにそれぞれ固定された固定部材1を連結するように接続される。 A reinforcing beam 47 is connected as a reinforcing member to one connecting portion 13 of the fixed member 1 fixed to the structure 23b. A brace 45 is connected as a reinforcing member to the other connecting portion 13 of the fixed member 1 . As described above, the reinforcing beams 47 connect the fixed members 1 fixed to the angle irons 21 arranged substantially parallel to each other. A brace 45, which is a diagonal member, is connected so as to connect the fixed members 1 fixed to the structures 23a and 23b that are substantially perpendicular 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1に複数の補強部材を接続することができる。 According to the third embodiment, effects similar to those of the first embodiment and the like can be obtained. Also, a plurality of reinforcing members can be connected to one fixing member 1 .

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

次に、第4の実施形態について説明する、図15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1fが用いられる点で異なる。 Next, FIG. 15, which describes a fourth embodiment, is a plan view of a reinforcing structure 20c. The reinforcement structure 20c is substantially similar to the reinforcement structure 20b, but differs in that the reinforcement structure 20c uses a fixing member 1f.

固定部材1fは、固定部材1とほぼ同様の構成であるが、挟持部材3bの接合部8bの両側の連結部13に加えて、さらに、挟持部材3aの頂部4の上部に連結部13aが設けられる。連結部13aは、挟持部材3bに設けられる一対の連結部13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1fにおいて、3カ所に連結部13、13aが設けられる。 The fixing member 1f has substantially the same structure as the fixing member 1, but in addition to the connecting portions 13 on both sides of the joint portion 8b of the holding member 3b, a connecting portion 13a is provided above the top portion 4 of the holding member 3a. be done. The connecting portion 13a is provided in a direction substantially orthogonal to the pair of connecting portions 13 provided on the holding member 3b. That is, in one fixed member 1f, connecting portions 13 and 13a are provided at three locations.

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1fの三方向に補強部材が接合される。より具体的には、補強構造20cの固定部材1fの一方の連結部13には、補強梁47が接続され、他方の連結部13にはブレース45が接続され、さらに、連結部13aには、補強梁47が接続される。 In the reinforcing structure 20c, the structural bodies 23b are arranged at four locations so as to be substantially rectangular in plan view. Reinforcing members are joined to one adjacent structure 23b (two locations on the lower side in the figure) in three directions of the fixing member 1f. More specifically, a reinforcing beam 47 is connected to one connecting portion 13 of the fixing member 1f of the reinforcing structure 20c, and a brace 45 is connected to the other connecting portion 13. A reinforcing beam 47 is connected.

また、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1fの互いに直交する2方向に補強部材がそれぞれ固定される。より具体的には、補強構造20cの固定部材1fの一方の連結部13と連結部13aには、補強梁47が接続される。補強梁47は、互いに対向する固定部材1f同士を連結する。このように、固定部材1fには、互いに異なる任意の方向に向けて、2カ所以上に補強部材を接続することができる。 Reinforcing members are fixed to the other adjacent structures 23b (two positions on the upper side in the drawing) in two mutually orthogonal directions of the fixing member 1f. More specifically, a reinforcing beam 47 is connected to one connecting portion 13 and connecting portion 13a of the fixing member 1f of the reinforcing structure 20c. The reinforcing beams 47 connect the fixing members 1f facing each other. In this manner, the reinforcing members can be connected to the fixing member 1f at two or more points in arbitrary directions different from each other.

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1fのように、連結部13、13aを互いに直交する方向に向けて形成してもよい。 According to the fourth embodiment, effects similar to those of the third embodiment can be obtained. Also, like the fixing member 1f, the connecting portions 13 and 13a may be formed in directions perpendicular to each other.

なお、固定部材1fの連結部13aに補強梁47を接続したが、これには限られない。例えば、連結部13、13aの全てに補強梁47を接続してもよく、連結部13aにブレース45を接続してもよい。このように、固定部材1f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。 Although the reinforcing beam 47 is connected to the connecting portion 13a of the fixing member 1f, the present invention is not limited to this. For example, the reinforcing beams 47 may be connected to all of the connecting portions 13 and 13a, and the brace 45 may be connected to the connecting portion 13a. Thus, in the fixed member 1f, the reinforcing beam may be connected to at least one connecting portion, and the 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 embodiments of the present invention have been described above with reference to the accompanying drawings, the technical scope of the present invention is not influenced by the above-described embodiments. It is obvious that a person skilled in the art can conceive various modifications or modifications within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. be understood to belong to

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 each configuration of the fixing member described above can be combined with each other.

1、1a、1b、1c、1d、1e、1f、1g………固定部材
3a、3b………挟持部材
4………頂部
5………ボルト
6a、6b………挟持部
7………ナット
8a、8b………接合部
9………空間
11………リブ
13、13a………連結部
15a、15b………孔
17………リブ
20、20a、20b、20c………補強構造
21………山形鋼
21a………T形鋼
23………補強対象物
23a、23b………構造体
31………ナット
33………ボルト
35、35a、35b………連結部材
37………スペーサ
39………ピン
45………ブレース
47………補強梁
1, 1a, 1b, 1c, 1d, 1e, 1f, 1g ……Fixing members 3a, 3b ……Clamping member 4 ……Top portion 5 ……Bolts 6a, 6b ……Clamping portion 7 ………… Nuts 8a, 8b Joints 9 Spaces 11 Ribs 13, 13a Connections 15a, 15b Holes 17 Ribs 20, 20a, 20b, 20c Reinforcement Structure 21 Angle steel 21a T-shaped steel 23 Objects to be reinforced 23a, 23b Structural body 31 Nuts 33 Bolts 35, 35a, 35b Connecting member 37 ……Spacer 39……Pin 45……Brace 47……Reinforcing beam

Claims (7)

補強対象物の補強構造であって、
板状部を有する構造体と、
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、を有する固定部材と、
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の挟持部材は、前記第1の挟持部材の両端部近傍にそれぞれ設けられる第1の接合部と、前記第1の接合部の内側に配置され、前記第2の挟持部材との対向面側に突出する第1の挟持部と、を有し、前記第1の挟持部の内側には、前記構造体との干渉を避ける空間が形成され、
前記第2の挟持部材は、前記第1の接合部および前記第1の挟持部と対応する部位にそれぞれ設けられる第2の接合部および第2の挟持部を有し、
前記第1の接合部と前記第2の接合部が、接合部材によって接合され、前記構造体の前記板状部が、前記第1の挟持部と前記第2の挟持部とで挟持され、
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構造体に、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。
A reinforcement structure for an object to be reinforced,
a structure having a plate-like portion ;
a fixing member having a first holding member and a second holding member joined to face the first holding member;
a reinforcing member connected to the fixing member;
and
At least the first clamping member is provided between first joints provided in the vicinity of both ends of the first clamping member and the second clamping member disposed inside the first joints. and a first holding portion protruding toward the opposing surface, and a space is formed inside the first holding portion for avoiding interference with the structure,
The second holding member has a second joining portion and a second holding portion provided at portions corresponding to the first joining portion and the first holding portion, respectively;
The first joint portion and the second joint portion are joined by a joint member, and the plate-like portion of the structure is held between the first holding portion and the second holding portion,
At least one of the first holding member and the second holding member is provided with a connecting portion to which the reinforcing member is connected,
each of the fixing members is fixed to each of the structures that are spaced apart;
A reinforcing structure for an object to be reinforced, wherein the reinforcing member is attached so as to connect the connecting portions of the respective fixing members.
前記固定部材は、前記連結部が2カ所以上に設けられ、
複数の前記固定部材が併設され、一方の前記連結部には、前記補強部材が接続され、他方の前記連結部には、複数の前記固定部材同士を連結する連結部材が取り付けら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。
The fixing member is provided with the connecting portions at two or more locations,
A plurality of the fixing members are arranged side by side, the reinforcing member is connected to one of the connecting portions, and a connecting member that connects the plurality of the fixing members is attached to the other connecting portion. The reinforcement structure of the reinforcement object 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構造体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,
3. An object to be reinforced according to claim 1, wherein said reinforcing member is connected so as to connect said fixing members respectively fixed to said structures arranged apart from each other. reinforced structure.
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構造体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,
3. An object to be reinforced according to claim 1, wherein said reinforcing members are connected so as to connect said fixing members respectively fixed to said structures arranged substantially parallel to each other. reinforced structure.
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構造体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構造体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1または請求項2に記載の補強対象物の補強構造。
In the fixed member having a plurality of connecting portions, the reinforcing member connected to at least one connecting portion is a reinforcing beam, and the reinforcing member connected to at least one other connecting portion is a diagonal member. can be,
The reinforcing beams connect the fixed members respectively fixed to the structures arranged substantially parallel to each other,
3. The object to be reinforced according to claim 1, wherein the diagonal members are connected so as to connect the fixed members respectively fixed to the structures arranged apart from each other. reinforced structure.
前記構造体は、互いに異なる方向に対してそれぞれ板状部を有する山形鋼、C形鋼またはT形鋼であり、前記構造体の一方の方向の板状部が、前記第1の挟持部と前記第2の挟持部とで挟持され、前記空間によって、前記構造体の他方の方向の板状部と、前記第1の挟持部材との干渉を避けることが可能であることを特徴とする請求項1から請求項5のいずれかに記載の補強対象物の補強構造。 The structure is an angle steel, a C-shaped steel, or a T-shaped steel having plate-like portions in different directions, and the plate-like portion in one direction of the structure is the first clamping portion. and the second holding portion, and the space prevents interference between the plate-like portion in the other direction of the structure and the first holding member . The reinforcing structure for a reinforcing object according to any one of claims 1 to 5. 前記第2の挟持部は、前記第1の挟持部材の方向に突出し、前記第1の挟持部および前記第2の挟持部は、それぞれ前記第1の挟持部材および前記第2の挟持部材の幅方向に複数に分離して形成されていることを特徴とする請求項1から請求項6のいずれかに記載の補強対象物の補強構造。The second clamping portion protrudes in the direction of the first clamping member, and the first clamping portion and the second clamping portion extend over the widths of the first clamping member and the second clamping member, respectively. 7. The reinforcement structure for an object to be reinforced according to any one of claims 1 to 6, wherein the reinforcement structure is formed separately in a plurality of directions.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003254487A (en) 2002-02-28 2003-09-10 Kurimoto Ltd Clamp for branching
JP2007303066A (en) 2006-05-08 2007-11-22 Takenaka Komuten Co Ltd Existing trussed frame reinforcing structure
JP2009102877A (en) 2007-10-23 2009-05-14 Takenaka Komuten Co Ltd Method of reinforcing existing frame
JP2015017428A (en) 2013-07-11 2015-01-29 株式会社アイ・ティ・シ・コンサルティング Reinforcing device of steel frame structure
JP2017198028A (en) 2016-04-28 2017-11-02 株式会社竹中工務店 Attaching structure for lateral buckle reinforcing material

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003254487A (en) 2002-02-28 2003-09-10 Kurimoto Ltd Clamp for branching
JP2007303066A (en) 2006-05-08 2007-11-22 Takenaka Komuten Co Ltd Existing trussed frame reinforcing structure
JP2009102877A (en) 2007-10-23 2009-05-14 Takenaka Komuten Co Ltd Method of reinforcing existing frame
JP2015017428A (en) 2013-07-11 2015-01-29 株式会社アイ・ティ・シ・コンサルティング Reinforcing device of steel frame structure
JP2017198028A (en) 2016-04-28 2017-11-02 株式会社竹中工務店 Attaching structure for lateral buckle reinforcing material

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