JP2009068329A - Reinforcing member and reinforcing structure for building and building structure - Google Patents
Reinforcing member and reinforcing structure for building and building structure Download PDFInfo
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Abstract
Description
本発明は木造建築物又は鉄骨建造物における柱構造材並びに柱構造材とこれに連結する他の構造材との間に架け渡して用いられる補強部材及び該補強部材を使用した防振性及び耐震性が付与された建築物及び建造物の補強構造に関する。 The present invention relates to a column structure material in a wooden building or a steel frame structure, a reinforcing member used between the column structure material and another structural material connected to the column structure material, and vibration and vibration resistance and earthquake resistance using the reinforcing member. The present invention relates to a building having a property and a reinforcing structure of the building.
木造建築物及び鉄骨建造物における防振性、耐震性の必要性は、近年益々理解が深まりつつありその関心度も高くなっている。なお、本発明において木造建築物というときは、木造建築物或いは木造建造物を含んだ意味で用いられ、鉄骨建造物というときは軽量鉄骨建築物及び重量鉄骨建造物を含んだ意味で用いられる。 In recent years, the need for anti-vibration and seismic resistance in wooden buildings and steel structures has become more and more deeply understood, and the degree of interest has increased. In the present invention, the term “wooden building” is used to include a wooden building or a wooden building, and the term “steel building” is used to include a lightweight steel building and a heavy steel building.
従来、木造建築物及び鉄骨建造物を補強するための補強構造としては、木造軸組建築物における柱、間柱、土台、梁及び胴差等の構造材間、木造枠組壁工法建築物における角材等の構造材間において構築される筋交いやブレス構造等の補強材を架け渡した補強構造、又は鉄骨建造物における柱、梁材等の構造材間に設けられたラーメン構造やブレス気宇増等の補強構造が広く知られている。 Conventionally, as reinforcement structures for reinforcing wooden buildings and steel frame buildings, there are structural members such as columns, studs, foundations, beams and trunk differences in wooden framed buildings, square members in wooden framed wall construction buildings, etc. Reinforcement structure spanning reinforcements such as braces and brace structures constructed between other structural materials, or reinforcement such as ramen structures and breath braces provided between structural materials such as columns and beams in steel structures The structure is widely known.
上記の補強構造は、このような補強構造が存在しない構造の建築物や建造物に比べて、耐震性や防振性が向上する。また、建築物及び建造物を補強刷る為の補強構造として、さらに耐震構造を用いて耐震性能をより高いものとするための補強構造が知られている(例えば、特許文献1、特許文献2参照)。特許文献1、特許文献2に示された補強構造は、一方の構造材(構造材A)と他の構造材(構造材B)とで形成される角部において、構造材Aの途中から他方の構造材Bの途中に、バネ鋼からなる補強部材を架け渡して固定してなるものである。また特許文献2に記載の補強構造は、上記構造材Aと構造材Bと補強部材とで構成される空間部に合成樹脂発泡体を圧縮状態で固定してなるものである。
The above-described reinforcing structure is improved in earthquake resistance and vibration resistance as compared with a building or a structure having no such reinforcing structure. Further, as a reinforcing structure for reinforcing and printing a building and a building, a reinforcing structure for further improving the earthquake resistance performance by using an earthquake resistant structure is known (see, for example,
また、例えば、特許文献3には、建築物や建造物における二つの構造材で形成された仕口に設置される補強部材であって、耐震性能の高い制震構造を有し、該仕口の変形に追従して減衰効果を発揮し、又該仕口の角度を正常な位置に復元するための復元力が発揮された補強部材が示されている。
Further, for example,
また、特許文献4には、土台と土台上に立設する柱とを締結する1枚の平板状金属に係止爪を設けた構造の柱脚金具が示されている。
Further,
このような従来の補強構造は、一方の構造材と他方の構造材(例えば、柱と梁)との間に形成される角部において、一方の構造材と他方の構造材との間に補強部材を架け渡して補強する方式である。このような補強構造では、柱の曲げ歪が大きくなると補強作用が良好に発揮されない。また木造建築物の場合、木部の強度が固定部材の強度に負け木部が破壊する虞がある等柱の曲げ強度や固定部の強度等の性能に大きく影響され易い等問題がある。 Such a conventional reinforcing structure is reinforced between one structural material and the other structural material at a corner formed between one structural material and the other structural material (for example, a column and a beam). This is a method of reinforcing the material by bridging the members. In such a reinforcing structure, when the bending strain of the column increases, the reinforcing action is not satisfactorily exhibited. Further, in the case of a wooden building, there is a problem that the strength of the wooden part is easily influenced by performance such as the bending strength of the column and the strength of the fixing part, such as the strength of the fixing member may be lost and the wooden part may be destroyed.
本発明の補強部材および補強構造は、上記のごとき従来の補強部材及び補強構造とはまったく異なる発想に基づく補強部材および補強構造であって、柱構造材の曲げ強度や固定部の強度等の性能に大きく影響されず、柱構造材にかかる引張剪断力や伸長力を吸収、減衰させ、曲げ歪も吸収することができる従来のものとは全く異なる構成からなる補強部材及び補強構造を提供するものである。 The reinforcing member and the reinforcing structure of the present invention are a reinforcing member and a reinforcing structure based on a completely different idea from the conventional reinforcing member and the reinforcing structure as described above, and the performance such as the bending strength of the column structure material and the strength of the fixing portion. To provide a reinforcing member and a reinforcing structure having a completely different structure from the conventional one that can absorb and attenuate the tensile shear force and elongation force applied to the column structure material, and can also absorb the bending strain. It is.
本発明は、柱構造材および柱構造材と連結する他の構造材間に沿って架け渡して構造材を補強する補強部材および該補強部材を使用した建築物及び建造物の補強構造に関する。 The present invention relates to a column structure material and a reinforcement member that reinforces the structure material by bridging it between other structure materials connected to the column structure material, a building using the reinforcement member, and a reinforcement structure of the building.
すなわち、本発明は、
(1)建築物及び建造物における柱構造材および柱構造材と連結する他の構造材間に沿って架け渡して構造材を補強する補強部材であって、該補強部材は、建築物及び建造物の前記構造材への取付け用金属部材と、エネルギー吸収体およびV字形状を有する表面金属部材とで構成され、前記取付け用金属部材は、前記表面金属部材よりも幅広とし、前記エネルギー吸収体が前記取付け用金属部材と前記表面金属部材との間に挟持されて一体に構成され、表面金属部材およびエネルギー吸収体が存在しない個所に前記取付け用金属部材の構造材への取付け部を形成している、ことを特徴とする建築物及び建造物の補強部材に関する。
That is, the present invention
(1) A reinforcing member that reinforces a structural material by bridging it between a building structure and a column structure material in the building and other structure materials connected to the column structure material, and the reinforcement member includes the building and the building A metal member for attaching the object to the structural material, an energy absorber and a surface metal member having a V-shape, the metal member for attachment being wider than the surface metal member, and the energy absorber Is sandwiched between the mounting metal member and the surface metal member so as to be integrally formed, and a mounting portion of the mounting metal member to the structural material is formed at a place where the surface metal member and the energy absorber do not exist. The present invention relates to a building and a reinforcing member for the building.
(2)前記エネルギー吸収体が、等価減衰定数(Heq)が10〜60%、剪断弾性係数(G)が0.05〜2.0N/mm2である高減衰性ゴム、粘弾性熱可塑性樹脂から選ばれる1種であることを特徴とする上記(1)記載の建築物及び建造物の補強部材。 (2) A high-damping rubber, viscoelastic thermoplastic resin, wherein the energy absorber has an equivalent damping constant (Heq) of 10 to 60% and a shear elastic modulus (G) of 0.05 to 2.0 N / mm 2 The building and the reinforcing member for a building according to the above (1), wherein the building is a type selected from
(3)前記補強部材において、V字状表面金属部材における取付け用金属部材及びエネルギー吸収体が存在しない個所に構造材との固定部が形成されていることを特徴とする上記(1)または(2)記載の建築物及び建造物の補強部材。 (3) In the reinforcing member, the fixing portion with the structural material is formed at a location where the mounting metal member and the energy absorber in the V-shaped surface metal member do not exist. 2) The building described in the above and a reinforcing member for the building.
(4)前記柱構造材と連結する他の構造材が、梁又土台であることを特徴とする上記(1)〜(3)のいずれかに記載の建築物及び建造物の補強部材。 (4) The building and the reinforcing member for a building according to any one of (1) to (3) above, wherein the other structural material connected to the column structural material is a beam or a foundation.
また、本発明は、(5)上記(1)〜(4)のいずれかに記載の補強部材において、該補強部材を構成する前記取付け用金属部材に形成された表面金属部材よりも幅広とした構造材への取付け部において前記取付け用金属部材が柱構造材又は柱構造材と連結する他の構造材に固定され、該補強部材を構成する前記V字状表面金属部材における二股に分かれた部分(V字状形状の足部分)が、柱構造材及び柱構造材と連結する他の構造材間に架け渡されて、前記表面金属部材における構造材との固定部で柱構造材と連結する他の構造材に固定されていることを特徴とする建築物及び建造物の補強構造に関する。 Moreover, this invention made it wider than the surface metal member formed in the said metal member for attachment which comprises this reinforcement member in the reinforcement member in any one of (5) said (1)-(4). A portion divided into two forks in the V-shaped surface metal member constituting the reinforcing member, wherein the mounting metal member is fixed to the column structure material or another structure material connected to the column structure material in the attachment portion to the structure material (V-shaped leg portion) is bridged between the column structure material and the other structure material connected to the column structure material, and is connected to the column structure material at the fixing portion with the structure material in the surface metal member. The present invention relates to a building and a reinforcing structure of a building characterized by being fixed to another structural material.
(6)上記(1)〜(4)のいずれかに記載の補強部材において、該補強部材を構成する前記取付け用金属部材に形成された表面金属部材よりも幅広とした構造材への取付け部において前記取付け用金属部材が柱構造材に固定され、該補強部材を構成する前記V字状表面金属部材における二股に分かれた部分(V字状形状の足部分)が、柱構造材及び柱構造材と連結する他の構造材間に架け渡されて、前記表面金属部材における構造材との固定部にスペーサーが配置され、柱構造材と連結する他の構造材における柱構造材との連結部に相対する角部に板状Lアングルを配置し、スペーサー及び該Lアングルを前記表面金属部材とともに柱構造材と連結する他の構造材に固定されていることを特徴とする建築物及び建造物の補強構造。
を要旨とする。
(6) In the reinforcing member according to any one of (1) to (4), the attachment portion to the structural material that is wider than the surface metal member formed on the attachment metal member constituting the reinforcement member In the above, the mounting metal member is fixed to the column structure material, and the bifurcated portion (V-shaped foot portion) of the V-shaped surface metal member constituting the reinforcement member is a column structure material and a column structure. Linked with other structural materials that are connected to the structural members, spacers are arranged at the fixed portions of the surface metal members with the structural materials, and the connecting portions with the structural members of the other structural materials that are connected to the structural members of the columns. A plate-shaped L angle is arranged at a corner opposite to the spacer, and the spacer and the L angle are fixed to another structural material connected to the column structure material together with the surface metal member. Reinforcement structure.
Is the gist.
本発明の補強部材は、建築物及び建造物の柱構造材と柱構造材と連結される他の構造材への取付け用金属部材と、エネルギー吸収体及び表面金属部材とで構成され、前記取付け用金属部材と前記表面金属部材との間にエネルギー吸収体が一体的に挟持されて構成された構造である。本発明に係る補強部材において、引張剪断力又は伸縮力等が加わった場合、補強部材を構成する上記2枚の金属部材間に挟持されたエネルギー吸収体が、構造材に対して外部から加わる引張剪断力又は伸縮力(引張/圧縮及び剪断による複合力)のエネルギー(変形エネルギー)を吸収し、減衰させ構造体の変形を抑制する。さらに本発明の補強部材は、補強部材を構成する金属部材が補強効果をさらに高めることができるので、防振性及び耐震性に優れた補強構造が提供される。 The reinforcing member of the present invention comprises a building and a pillar structure material of the building, a metal member for attachment to another structure material connected to the pillar structure material, an energy absorber, and a surface metal member, and the attachment In this structure, an energy absorber is integrally sandwiched between the metal member for use and the surface metal member. In the reinforcing member according to the present invention, when a tensile shearing force or a stretching force is applied, the energy absorber sandwiched between the two metal members constituting the reinforcing member is applied to the structural material from the outside. It absorbs energy (deformation energy) of shearing force or stretching force (combined force by tension / compression and shearing) and attenuates to suppress deformation of the structure. Furthermore, since the reinforcing member of the present invention can further enhance the reinforcing effect of the metal member constituting the reinforcing member, a reinforcing structure excellent in vibration proofing and earthquake resistance is provided.
本発明の補強部材は、柱構造材と柱構造材と連結される構造材との連結部において、構造材との固定部に板状Lアングルを配置して構造材に固定することにより、外部からの応力に対し補強部材固定部の引抜きに対する補強をたかめ補強部材による補強効果が一層高められた補強構造が得られる。 The reinforcing member of the present invention has a plate-shaped L-angle arranged at a fixed portion with the structural material and fixed to the structural material at the connecting portion between the column structural material and the structural material connected to the column structural material. Thus, a reinforcing structure in which the reinforcing effect by the reinforcing member is further enhanced against the stress from the reinforcing member is obtained.
また、本発明の補強部材は、柱構造材と梁や土台等の柱構造材と連結される構造材との連結部に架け渡して建築物及び建造物の外壁側または内壁側に取付けることができるので、柱構造材の曲げ強度に依存し柱1本毎のバネ強度の補強構造としてのエネルギー吸収量が耐力として加算されて補強効果を発揮する。また本発明の補強部材は柱構造材と柱構造材と連結される構造材との連結部又は柱構造材において建築物及び建造物の外壁側または内壁側に取付けることができるので、例えば、窓と窓との間の柱を補強することもできる。 Further, the reinforcing member of the present invention can be mounted on the outer wall side or the inner wall side of the building and the building over the connecting portion between the column structure material and the structure material connected to the column structure material such as a beam or a base. Therefore, depending on the bending strength of the column structure material, the amount of energy absorption as a spring-strength reinforcing structure for each column is added as a proof stress, thereby exhibiting a reinforcing effect. Further, the reinforcing member of the present invention can be attached to the outer wall side or the inner wall side of the building and the building in the connecting portion of the column structure material and the structure material connected to the column structure material or the column structure material. It is also possible to reinforce the pillar between the window and the window.
本発明の補強部材は、個々の柱構造材と梁や土台等の柱構造材と連結される構造材に取付けて補強することができるので、新築の建物においては勿論のこと、例えば地震などにより傾いたり歪んだりした場合の一時的な補強にも適用できる。 Since the reinforcing member of the present invention can be attached and reinforced to each column structure material and a structure material connected to the column structure material such as a beam or a base, of course, in a new building, for example, due to an earthquake or the like It can also be applied to temporary reinforcement when tilted or distorted.
本発明の取り付け用金属部材と表面金属部材間に高減衰ゴムのようなエネルギー吸収体が挟持されて一体的に構成された減衰効果が大きい補強部材を、建築物及び建造物の柱構造材と又は柱構造材と連結される他の構造材に設置した補強構造は、このような補強部材を使用しない場合に比べ、構造部材に加わる引張り剪断力の30〜40%の減衰効果が得られる。また地震等による応答加速度の変形は40〜50%の減衰効果が得られる。 The reinforcing member having a large damping effect, in which an energy absorber such as a high damping rubber is sandwiched between the mounting metal member and the surface metal member of the present invention, and is configured integrally, is a building and a column structure material of the building. Or the reinforcement structure installed in the other structural material connected with a column structural material can obtain the damping effect of 30 to 40% of the tensile shear force added to a structural member compared with the case where such a reinforcing member is not used. Moreover, the deformation of the response acceleration due to an earthquake or the like can obtain a damping effect of 40 to 50%.
本発明の補強部材は、建築物及び建造物における柱構造材又は柱構造材及び柱構造材と連結する他の構造材(梁、桁、胴差や土台等のいわゆる横架材)間に沿って架け渡して建築物及び建造物を補強する補強部材であり、建築物及び建造物の構造材への取付け用金属部材(以下、単に「取付け用金属部材」という)と、エネルギー吸収体及び構造材との固定部を有する表面金属部材とで構成されており、前記取付け用金属部材と前記表面金属部材との間にエネルギー吸収体が挟持されて一体に構成された構造からなる。また、本発明は、上記構成からなる補強部材を建築物及び建造物における柱構造材、又は柱構造材と柱構造材と連結する他の構造材間に架け渡して設置してなる建築物及び建造物の補強構造に関する。
本発明において、柱構造材を「柱部材」、柱構造材と連結する他の構造材を「梁や土台等の構造材」ということがある。またこれらを総称して「構造材」ということがある。
The reinforcing member of the present invention is provided between a building and a column structure material in the building or a column structure material and another structure material connected to the column structure material (a so-called horizontal member such as a beam, a girder, a trunk difference or a base). A reinforcing member that reinforces the building and the building by crossing over the building, a metal member for mounting the building and the structural material of the building (hereinafter simply referred to as “mounting metal member”), an energy absorber, and a structure It is comprised by the surface metal member which has a fixing | fixed part with a material, and consists of the structure comprised integrally by sandwiching an energy absorber between the said metal member for attachment and the said surface metal member. Further, the present invention provides a building in which a reinforcing member having the above-described configuration is installed across a building and a column structure material in the building, or another structure material connected to the column structure material and the column structure material, and It relates to the reinforcement structure of buildings.
In the present invention, the column structure material may be referred to as a “column member”, and another structure material connected to the column structure material may be referred to as a “structure material such as a beam or a base”. These may be collectively referred to as “structural materials”.
本発明における補強部材を構成するエネルギー吸収体は、外部からの力により構造材間に加わる引張剪断力及び伸縮力(引張/圧縮及び剪断による複合力)を吸収、減衰し元の形状に復元させ得る機能を有するもので、等価減衰定数(Heq)が10〜60%、剪断弾性係数(G)が0.05〜2.0N/mm2を示すものが使用される。等価減衰定数(Heq)が10%未満はエネルギー吸収量が小さく好ましくない。また剪断弾性係数(G)が0.05N/mm2未満のものは、柔らか過ぎてエネルギー吸収量が小さく、2.0N/mm2を超えるものでは、剛性が高すぎエネルギー吸収量が小さく、引張剪断力や伸縮力によるエネルギーを十分に吸収し、かつ変形に対して抗することができず所期の目的が得られない。実用的な観点から等価減衰定数(Heq)は10〜40%が好ましい。また、剪断弾性係数(G)は好ましくは、0.1〜1.2N/mm2である。
この様な特性を示すものとしては、例えば、高減衰性ゴムや粘弾性熱可塑性樹脂が挙げられる。これらのうち、特に高減衰性ゴムが好適である。粘弾性熱可塑性樹脂は、例えば、硬質ウレタン樹脂、シリコン樹脂等が挙げられる。
The energy absorber constituting the reinforcing member in the present invention absorbs and attenuates the tensile shear force and expansion / contraction force (combined force due to tension / compression and shear) applied between the structural members by external force, and restores the original shape. A material having an obtainable function and having an equivalent damping constant (Heq) of 10 to 60% and a shear elastic modulus (G) of 0.05 to 2.0 N / mm 2 is used. An equivalent attenuation constant (Heq) of less than 10% is not preferable because the amount of energy absorption is small. A material having a shear elastic modulus (G) of less than 0.05 N / mm 2 is too soft and has a small energy absorption amount, and a material having a shear elastic modulus (G) of more than 2.0 N / mm 2 has a too high rigidity and a small amount of energy absorption. Energy due to shearing force and stretching force is sufficiently absorbed, and the intended purpose cannot be obtained because it cannot resist deformation. From a practical viewpoint, the equivalent attenuation constant (Heq) is preferably 10 to 40%. The shear elastic modulus (G) is preferably 0.1 to 1.2 N / mm 2 .
Examples of such a property include high damping rubber and viscoelastic thermoplastic resin. Of these, high-damping rubber is particularly preferable. Examples of the viscoelastic thermoplastic resin include a hard urethane resin and a silicon resin.
本発明に用いられるエネルギー吸収体の厚みは、エネルギー吸収体の種類や本発明の補強部材が施工される建築物や建造物の構造部材の材質や種類、即ち木質部材か鉄骨部材か、また施工される個所などにより異なり、これらを勘案して適宜の厚みが採用されるが、エネルギー吸収体が高減衰性ゴムの場合は、通常1〜50mm、好ましくは1〜30mm、さらに好ましくは5〜20mmである。エネルギー吸収体の厚みが1mm未満の場合は変形に対するエネルギーを十分に吸収することができず、一方50mmを超えるような場合には、補強部材全体が厚くなり、またコスト高となる。また、エネルギー吸収体3の幅は表面金属部材の幅と同等で柱部材の幅に対し10〜100%の範囲であればよく、通常20〜100%が採用される。
The thickness of the energy absorber used in the present invention depends on the type of energy absorber, the material and type of the structural member of the building or building on which the reinforcing member of the present invention is constructed, that is, whether it is a wooden member or a steel member, or construction. The thickness varies depending on the location to be used, and an appropriate thickness is taken into consideration. However, when the energy absorber is a highly attenuating rubber, it is usually 1 to 50 mm, preferably 1 to 30 mm, more preferably 5 to 20 mm. It is. When the thickness of the energy absorber is less than 1 mm, energy for deformation cannot be sufficiently absorbed. On the other hand, when the thickness exceeds 50 mm, the entire reinforcing member becomes thick and the cost increases. Moreover, the width | variety of the
本発明における補強部材を構成する取付け用金属部材及び表面金属部材の厚みは、これら金属部材の材質や本発明の補強部材が施工される建築物や建造物の構造部材の材質や種類、即ち対象とする建築物や建造物が木質系か鉄骨系か、また施工される個所などにより異なり一概には決められないが、取付け用金属部材は通常1〜6mmの範囲のものが使用され、好ましくは1.5〜5mmである。また表面金属部材2は2〜12mmの範囲のものが使用され、好ましくは2〜10mmである。取付け用金属部材と表面金属部材との厚みは同一であることが望ましいが必ずしも同一である必要はない。木造建築物の場合には、上記両金属部材は2〜3.5mmの厚さのものが用いられる。金属部材の厚みが薄過ぎる場合には、変形に対する強度が不十分となる虞があり、厚さが厚い場合、補強部材の変形に対する強度の点では差し支えないが、厚さが厚過ぎると全体の重量が大きくなり、例えば、木造建築物の場合、柱部材や梁や土台等の構造材への保持に対して固定部が耐えられなくなる虞がある。また全体のコストが高くなる。
The thicknesses of the mounting metal member and the surface metal member constituting the reinforcing member in the present invention are the material of these metal members and the material and type of the building or structural member of the building on which the reinforcing member of the present invention is constructed, that is, the object. Depending on whether the building or building is a wood system or steel frame, or where it is constructed, etc., it cannot be determined unconditionally, but the mounting metal member is usually in the range of 1 to 6 mm, preferably 1.5-5 mm. The
本発明における前記取付け用金属部材及び表面金属部材は通常鋼板やステンレスが使用され、取付け用金属部材と表面金属部材とは同じであっても異なってもよいが、特に表面金属部材はバネ鋼であることが好ましい。 In the present invention, the mounting metal member and the surface metal member are usually made of steel plate or stainless steel, and the mounting metal member and the surface metal member may be the same or different, but the surface metal member is particularly spring steel. Preferably there is.
前記取付け用金属部材の幅の大きさは該取付け用金属部材の形状や構造材への取付け個所などにより異なるが、柱部材へ取付けられる取付け用金属部材は、柱部材の幅に対し50〜100%である。取付け用金属部材は主として平板状のものが用いられ、例えば、図1に示すような形状の表面金属部材のときには表面金属部材のV字状形状の略中間から凸部側全体を含む幅広の大きさが採用される。勿論V字状形状に対応する形状の平板状金属部材とすることもできる。また、図2に示すように平板状の取付け用金属部材は、V字状形状の略中間部から一対の足部が形成される側に平板状の取付け用金属部材を配置することもできる。 The width of the mounting metal member varies depending on the shape of the mounting metal member, the mounting position on the structural member, and the like, but the mounting metal member mounted on the column member has a width of 50 to 100 with respect to the width of the column member. %. The mounting metal member is mainly a flat plate. For example, in the case of a surface metal member having a shape as shown in FIG. 1, a wide size including the entire convex portion side from approximately the middle of the V-shaped shape of the surface metal member. Is adopted. Of course, it can also be set as the flat metal member of the shape corresponding to V shape. In addition, as shown in FIG. 2, the flat mounting metal member may be arranged on the side where the pair of legs are formed from the substantially middle portion of the V shape.
本発明の補強部材における取付け用金属部材と表面金属部材間に配置されるエネルギー吸収体を、取付け用金属部材と表面金属部材とで挟持し接合させて一体化するには、例えば、取付け用金属部材及び表面金属部材のエネルギー吸収体と接合される面を、接着性能を高めるためにブラスト研磨等を行い、両方の金属部材のエネルギー吸収体との接合面に、金属部材とゴムの両者に接着性を有する接着材、例えば、エポキシ系接着剤、ゴム系接着剤、フェノール樹脂/ゴム系接着材を塗布し、高減衰性ゴム等のエネルギー吸収体を配置し挟持した状態で加硫処理を行う等により取付け用金属部材及び表面金属部材とエネルギー吸収体とが一体的に強固に接合された本発明に係る補強部材を得ることができる。 In order to integrate the energy absorber disposed between the mounting metal member and the surface metal member in the reinforcing member of the present invention by sandwiching and joining the mounting metal member and the surface metal member, for example, the mounting metal The surface bonded to the energy absorber of the member and the surface metal member is subjected to blast polishing or the like in order to improve the adhesion performance, and is bonded to both the metal member and rubber on the bonding surface of the energy absorber of both metal members. Apply adhesives such as epoxy adhesives, rubber adhesives, phenolic resin / rubber adhesives, and perform vulcanization with an energy absorber such as highly attenuating rubber placed and sandwiched Thus, the reinforcing member according to the present invention in which the mounting metal member, the surface metal member, and the energy absorber are integrally and firmly joined can be obtained.
本発明の補強部材を構成する表面金属部材には、表面金属部材における構造材との固定部を形成する個所には、図2に示すように複数の係止爪22を設けることができる。この係止爪は、施工に際して該係止爪を構造材に打ち込んで使用することにより、梁や土台と柱構造材との連結部の引き抜きに対する補強を高めることができる。また、梁や土台に多くに釘等を打ち込むことによる亀裂の発生を抑えることができる。
The surface metal member constituting the reinforcing member of the present invention can be provided with a plurality of latching
本発明の補強部材及び該補強部材を木造建築物に適用した場合の補強構造の一例を図面により具体的に説明する。
図1は、本発明の補強部材Iを構成する表面金属部材がV字状形状を示す金属部材であり、取付け用金属部材が平板状の金属部材である態様を示す。図1(1)は平面図、図1(2)は外観斜視図を示す。図1に示す態様の補強部材にあっては、V字状形状の表面金属部材2の略中間より凸状部側(図1(1)では下部)に取付け用金属部材が配置され柱部材への取付け部を構成し、図1(1)に示すV字状形状表面金属部材2のV字状形状における二股に分かれた部分(V字状形状の足部分)が梁や土台等の構造材への固定部を構成する。前記の柱部材への取付け部を構成する取付け用金属部材11と前記表面金属部材2との間にはエネルギー吸収体3を挟持して平板状の取付け用金属部材11と接合され一体に構成されている。
An example of a reinforcing member when the reinforcing member of the present invention and the reinforcing member are applied to a wooden building will be specifically described with reference to the drawings.
FIG. 1 shows an embodiment in which the surface metal member constituting the reinforcing member I of the present invention is a V-shaped metal member and the mounting metal member is a flat metal member. 1A is a plan view, and FIG. 1B is an external perspective view. In the reinforcing member of the embodiment shown in FIG. 1, the mounting metal member is disposed on the convex portion side (lower in FIG. 1 (1)) from substantially the middle of the V-shaped
本発明の補強部材において、前記図1とは逆に梁や土台等の構造材との固定部をV字状形状の凸状部側とすることができる。 In the reinforcing member of the present invention, contrary to FIG. 1, the fixed portion with the structural material such as a beam or a base can be the V-shaped convex portion side.
図2にV字状形状表面金属部材の凸状部に複数の係止爪を設け、V字状形状の略中間部から二股に分かれた足部側の略中間部に開口部を設けた実施態様である。
表面金属部材2のV字状形状の略中間部から二股に分かれた足部が形成された側に平板状の取付け用金属部材11が配置され、該取付け金属部材とV字状形状の表面金属部材との間にエネルギー吸収体3が挟持されて一体に構成されている。
図2(1)は平面図、図2(2)は側面図、図2(3)は図2(1)におけるA−A線切断断面図、図2(4)は図2(1)におけるB−B線切断断面図、図2(5)は外観斜視図を夫々示す。
FIG. 2 shows an implementation in which a plurality of locking claws are provided on the convex portion of the V-shaped surface metal member, and an opening is provided in the substantially intermediate portion on the foot side which is divided into a bifurcated portion from the substantially intermediate portion of the V-shaped shape. It is an aspect.
A flat mounting
2 (1) is a plan view, FIG. 2 (2) is a side view, FIG. 2 (3) is a cross-sectional view taken along line AA in FIG. 2 (1), and FIG. 2 (4) is in FIG. FIG. 2B is a sectional view taken along line BB, and FIG.
本態様においては、平板状の取付け用金属部材11を柱部材に取付け、表面金属部材のV字状形状の凸状部側に設けられた複数の係止爪22を、施工時に梁又は土台に打ち込んで補強部材を固定し、柱部材と梁や土台等との連結部における引き抜きに対する補強を高めることができる。取付け用金属部材11のV字状形状の一対の足部からはみ出した部分で構造材に固定される。さらに略中間部から二股に分かれた一対の足部を連結して形成される開口部61が設けられており、該開口部を介して釘やネジ釘あるいはボルトを配して取付け用金属部材を構造材に固定し、柱部材の梁や土台等との連結部における引き抜きに対する補強効果を高めることができる。また歪応力に対する制御機能を補助し、金属部材とエネルギー吸収材との乖離を防止する効果をも奏する。
In this aspect, the flat mounting
図3は、図1に示す補強部材Iを構成する表面金属部材がV字状形状金属部材2である補強部材を柱部材12と土台13との連結部に架け渡して設置した補強構造の実施態様を示す。図3(1)は正面図を示し、図3(2)は図3(1)におけるA−A線切断断面図を示し、図3(3)は図3(1)におけるB−B線切断断面図を示し、図3(4)は図3(1)におけるC−C線切断断面図を示す。
FIG. 3 shows an embodiment of a reinforcing structure in which a reinforcing member whose surface metal member constituting the reinforcing member I shown in FIG. 1 is a V-shaped
図3(1)、図3(2)、図3(3)及び図3(4)に示すように、補強部材Iを構成する平板状の取付け用金属部材11が柱部材12表面に、固定用治具8(例えばスクリューネジ、釘等)で固定され、図3(1)、図3(2)及び図3(4)に示すように、表面金属部材2のV字状形状において二股に分かれた一対の足部分を土台13に架け渡し、スペーサー4と、さらに板状Lアングル14を柱と土台との連結部に相対する角部にLアングルの角部内側を土台13の角部に接して配置し、スペーサー4及び該Lアングル14を表面金属部材2の前記足部分と共に土台13に固定用治具9(例えばスクリューネジ、釘等)で固定されている。
3 (1), FIG. 3 (2), FIG. 3 (3) and FIG. 3 (4), the plate-shaped mounting
前記板状Lアングルは厚さ2mm〜10mmの範囲のものが用いられる。また幅は柱部材の幅と同等程度かやや幅広のものが用いられる。図3に示す補強構造は補強部材固定部の引裂きに対する補強を高め補強部材による補強性能を一層高めることができる。
図3では、前記板状Lアングルが土台と柱部材との連結部に適用した例を示したが、梁と柱部材との連結部に適用することもできる。
The plate-shaped L angle has a thickness in the range of 2 mm to 10 mm. The width is about the same as or slightly wider than the column member. The reinforcement structure shown in FIG. 3 can enhance the reinforcement against the tearing of the reinforcement member fixing portion and further enhance the reinforcement performance of the reinforcement member.
Although FIG. 3 shows an example in which the plate-shaped L angle is applied to the connecting portion between the base and the column member, it can also be applied to the connecting portion between the beam and the column member.
以上は木造建築物における補強構造について説明したが、本発明の補強部材は、木造建築物に限らず、鉄骨建造物の補強部材として使用することもできる。鉄骨建造物の場合は補強部材を構成する構造材への取付け用金属部材、及び表面金属部材は木造建築物の補強の場合よりも、先に記述した範囲内で幾らか厚みの厚いものを使用することが望ましい。またエネルギー吸収体の厚みも先に記述した範囲で厚みが厚い方が望ましい。鉄骨建造物の補強構造として用いられる補強部材においては構造材への取付け用金属部材は平板状の部材が使用される。補強部材の構造材への固定は通常ボルトナットなどが使用される。 Although the above demonstrated the reinforcement structure in a wooden building, the reinforcement member of this invention can also be used as a reinforcement member of not only a wooden building but a steel building. In the case of a steel structure, use a metal member for attachment to the structural material that constitutes the reinforcing member, and a surface metal member that is somewhat thicker than the case described above for reinforcing a wooden building. It is desirable to do. Further, it is desirable that the thickness of the energy absorber is thick within the range described above. In a reinforcing member used as a reinforcing structure for a steel structure building, a plate-shaped member is used as a metal member for attachment to a structural material. For fixing the reinforcing member to the structural material, bolts and nuts are usually used.
11 取付け用金属部材
2、 表面金属部材
22 係止爪
3 エネルギー吸収体
4 スペーサー
61 開口部
8、9 固定用治具
12 柱構造材
13 構造材(梁、土台)
14 板状Lアングル
I 補強部材
DESCRIPTION OF
14 Plate L-angle I Reinforcing member
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