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JP4603443B2 - Building exterior wall structure - Google Patents
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JP4603443B2 - Building exterior wall structure - Google Patents

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JP4603443B2
JP4603443B2 JP2005228352A JP2005228352A JP4603443B2 JP 4603443 B2 JP4603443 B2 JP 4603443B2 JP 2005228352 A JP2005228352 A JP 2005228352A JP 2005228352 A JP2005228352 A JP 2005228352A JP 4603443 B2 JP4603443 B2 JP 4603443B2
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wall
metal member
surface metal
reinforcing member
wall material
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JP2007046226A (en
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拓造 中村
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Description

本発明は、建築物の外壁構造に関する。詳しくは制震性補強部材を備えた外壁構造に関し、地震や強風により建築物構造駆体に加わる応力を吸収、減衰し構造駆体の変形を抑制し、外壁材へのクラックの発生や破損を防止する建築物の外壁構造に関する。   The present invention relates to an outer wall structure of a building. Specifically, regarding outer wall structures equipped with seismic reinforcement members, the stress applied to the building structure drive due to earthquakes and strong winds is absorbed and attenuated to suppress deformation of the structure drive, and cracks and damage to the outer wall material are prevented. It relates to the outer wall structure of a building to be prevented.

近年、木造建築物および鉄骨構造建築物における耐震性、制震性、防振性に対する関心度が高まり、その必要性が益々求められてきており、従来、木造建築物および鉄骨構造建築物を補強するための補強構造について建築物の構造材自体を補強する補強構造が種々提案されている。   In recent years, there has been an increasing interest in seismic resistance, vibration control, and anti-vibration properties in wooden buildings and steel structure buildings, and the need for them has been increasing. Conventionally, wooden structures and steel structure buildings have been reinforced. Various reinforcement structures for reinforcing the structural material of the building have been proposed.

木造建築物や鉄骨構造建築物の外壁構造及びその構法も種々知られており、その一つに外壁パネルを建築物の柱、梁構造体に取付けて外壁を構成するカーテンウオール方式の外壁構造がある。このような外壁構造において耐震性を改良した外壁構造として、例えば特許文献1に、木質系下地を有するカーテンウオール構造壁において、構造駆体の変形による応力で外壁が破壊しないように、外壁材受けプレートにルーズホールを介してボルトにより接合して外壁パネル等の外壁の一端部が可動するように構成した外壁構造が開示されている。しかし、外壁材は胴縁等を介して柱や梁等の構造材に直接固定されているので、構造材に外部から応力が働いたときに十分に応力を吸収することができない。   Various exterior wall structures and construction methods for wooden buildings and steel structure buildings are also known, and one of them is the curtain wall type exterior wall structure in which the exterior walls are constructed by attaching the exterior wall panels to the pillars and beam structures of the building. is there. As an outer wall structure with improved seismic resistance in such an outer wall structure, for example, in Patent Document 1, in a curtain wall structure wall having a wooden base, an outer wall material holder is provided so that the outer wall is not destroyed by stress due to deformation of the structure driving body. An outer wall structure is disclosed in which one end of an outer wall such as an outer wall panel is movable by being joined to a plate with a bolt via a loose hole. However, since the outer wall material is directly fixed to a structural material such as a column or a beam via a trunk edge or the like, the stress cannot be sufficiently absorbed when an external stress is applied to the structural material.

また、カーテンウオール方式の外壁構造において、外壁パネルとしてフラッシュ構造の内パネルの外側にフレームを有する外パネルを一体化して外壁を構成しパネル自体の強度を高めた構造としたパネルを用いた強度に優れた外壁構造が、例えば、特許文献2に開示されている。   In addition, in the curtain wall type outer wall structure, the outer panel having a frame is integrated on the outside of the flash structure inner panel as the outer wall panel, and the outer wall is constructed to increase the strength of the panel itself. An excellent outer wall structure is disclosed in Patent Document 2, for example.

また、例えば、特許文献3に、木造建築物において、建築駆体のゆがみに起因してモルタル層にクラックの発生を防止する外壁構造として、建築駆体の外面に間隔をおいて弾性体からなるスペーサーを配しこれに外壁の背面シート、金網を配しその上にモルタル等の壁材を塗工した外壁構造が開示されている。   Further, for example, in Patent Document 3, in a wooden building, as an outer wall structure for preventing the occurrence of cracks in the mortar layer due to distortion of the building driving body, the outer wall surface of the building driving body is made of an elastic body at intervals. An outer wall structure is disclosed in which a spacer is provided, a back sheet of the outer wall and a wire mesh are provided thereon, and a wall material such as mortar is applied thereon.

前記特許文献2,3に記載の構造においても、柱、梁等の構造材に外壁材が胴縁等を介して直接取付けられており柱や梁等の構造材に外部から応力が働いたときに構造材の変形に追従して外壁材自体が歪み変形し、外壁にクラックが発生したり破損する虞がある。   Also in the structures described in Patent Documents 2 and 3, when an external wall material is directly attached to a structural material such as a column or a beam via a trunk edge or the like, and stress is applied to the structural material such as a column or a beam from the outside. In addition, the outer wall material itself may be distorted and deformed following the deformation of the structural material, and the outer wall may be cracked or damaged.

特開平5−222790号公報JP-A-5-222790 特開平10−72886号公報Japanese Patent Laid-Open No. 10-72886 特開平8−74401号公報JP-A-8-74401

本発明は、地震や強風により建築物構造駆体に加わる応力を吸収、減衰し構造駆体の変形を抑制し、壁構造体へのクラックの発生や破損を防止することができる建築物の外壁構造を提供することを目的とする。   The present invention absorbs and attenuates stress applied to a building structure driving body due to an earthquake or strong wind, suppresses deformation of the structure driving body, and prevents the occurrence of cracks or damage to the wall structure. The purpose is to provide a structure.

本発明は、外壁材を柱や梁等の建築物の構造材に直接取付けず、建築物の構造材にエネルギー吸収体を挟持した制震性を有する補強部材を配置し、該補強部材に胴縁などを介して外壁材を取付けた外壁構造とすることにより、上記の目的を達成することができたものである。   The present invention does not directly attach an outer wall material to a structural material of a building such as a pillar or a beam, and arranges a reinforcing member having vibration damping properties with an energy absorber sandwiched between the structural material of the building, and the body is attached to the reinforcing member. The above object could be achieved by adopting an outer wall structure in which an outer wall material is attached via an edge or the like.

すなわち、本発明は、(1)裏面金属部材と表面金属部材との間にエネルギー吸収体が挟持されこれらを接合一体化した構造からなる制震性を有する補強部材を、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して、該補強部材を構成する前記表面金属部材の延長された裏面金属部材及びエネルギー吸収体が存在しない部分において表面金属部材を柱構造材と連結する他の構造材に固定し、該補強部材を構成する裏面金属部材を柱構造材の表面に固定し、エネルギー吸収体と接合一体化された表面金属部材に外壁材取付け用部材を取付け、該外壁材取付け用部材に外壁材を取付けた構造からなることを特徴とする建築物の外壁構造。 That is, the present invention provides (1) a reinforcing member having a vibration control property having a structure in which an energy absorber is sandwiched between a back metal member and a front metal member, and these are joined and integrated. The surface metal member is connected to the column structure material in a portion where the back surface metal member and the energy absorber that are extended of the surface metal member constituting the reinforcing member do not exist across the other structural material connected to the material. The back metal member constituting the reinforcing member is fixed to the surface of the column structure material, fixed to another structural material, and the outer wall material mounting member is attached to the front surface metal member joined and integrated with the energy absorber. An outer wall structure of a building comprising a structure in which an outer wall member is attached to a member attaching member.

(2)前記補強部材を構成する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/mmである高減衰ゴム、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)に記載の建築物の外壁構造。 (2) The energy absorber constituting the reinforcing member is a high-damping rubber 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. The outer wall structure of a building as described in (1) above, which is one kind selected from an elastic thermoplastic resin.

(3)柱構造材と連結する他の構造材に外壁材受け金具が設置され、該外壁材受け金具内に外壁材の上部及び/又は下部を配し、該受け金具内の外壁材との空間部に衝材が充填されていることを特徴とする上記(1)または(2)のいずれかに記載の建築物の外壁構造。 (3) An outer wall material receiving bracket is installed on another structural material connected to the pillar structure material, and an upper portion and / or a lower portion of the outer wall material is arranged in the outer wall material receiving bracket, and the outer wall material in the receiving bracket The outer wall structure of a building according to any one of the above ( 1) or (2) , wherein the space is filled with an impact material.

(4)外壁材が、構成部材として少なくとも断熱材を有している外壁材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の外壁構造。
を要旨とする。
(4) The outer wall structure of a building according to any one of the above ( 1) to (3) , wherein the outer wall material is an outer wall material having at least a heat insulating material as a constituent member.
Is the gist.

本発明の外壁構造は、柱構造材及び柱構造材と連結する他の構造材間に、裏面金属部材と表面金属部材との間にエネルギー吸収体が挟持されこれらを接合一体化した構成からなる制震性を有する補強部材が取付けられ、該補強部材の表面金属部材に外壁材取付け用部材を介して外壁材が取付けられた構造であり、外部から構造駆体に加わる応力(引裂剪断力や伸縮力)を、該補強部材を構成するエネルギー吸収体が吸収して減衰させ変形を抑制し外壁材の変形や歪が抑制されクラックの発生や破損を防止することができる。   The outer wall structure of the present invention has a structure in which an energy absorber is sandwiched between a back surface metal member and a front surface metal member between a pillar structure material and another structure material connected to the pillar structure material, and these are joined and integrated. A reinforcing member having damping properties is attached, and the outer wall material is attached to the surface metal member of the reinforcing member via the outer wall material attaching member, and stress (tear shear force or Stretching force) is absorbed and attenuated by the energy absorber that constitutes the reinforcing member to suppress deformation, thereby suppressing deformation and distortion of the outer wall material and preventing generation and breakage of cracks.

本発明の外壁構造に使用される制震性を有する補強部材は、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して該補強部材を構成する表面金属部材の延長された一端を柱構造材と連結する他の構造材(梁や土台)に固定し、裏面金属部材は柱構造材に取付けられ、表面金属部材及びエネルギー吸収体の柱構造材に対応する部分は固定されておらず、エネルギー吸収体を挟持し接合一体化した表面金属部材の表面に外壁材が取付けられていると、挟持されたエネルギー吸収体(例えば、高減衰性ゴム)の作用により、外部から加わる応力による外壁材の動きと建築物の柱等の構造材の動きとが分離されるので、外壁材の剛性を利用して構造体自体の強度を補強することができる。   The reinforcing member having seismic control used for the outer wall structure of the present invention is a structure in which the reinforcing member is extended by spanning between the column structure material and the other structure material connected to the column structure material. One end is fixed to the other structural material (beam or foundation) connected to the column structure material, the back metal member is attached to the column structure material, and the surface metal member and the portion corresponding to the column structure material of the energy absorber are fixed If the outer wall material is attached to the surface of the surface metal member sandwiched and integrated by sandwiching the energy absorber, it is applied from the outside by the action of the sandwiched energy absorber (for example, high damping rubber) Since the movement of the outer wall material due to the stress and the movement of the structural material such as the pillar of the building are separated, the strength of the structure itself can be reinforced using the rigidity of the outer wall material.

また、本発明の外壁構造に使用される制震性を有する補強部材は、該補強部材を構成する表面及び裏面金属部材が構造材の外部からの応力に対する補強効果を高め、両金属部材に挟持されたエネルギー吸収体(例えば、高減衰性ゴム)の作用と相俟って防振性、耐震性がより高められた外壁構造を提供することができる。   Further, the reinforcing member having damping properties used in the outer wall structure of the present invention is such that the front and back metal members constituting the reinforcing member enhance the reinforcing effect against stress from the outside of the structural material, and are sandwiched between both metal members. In combination with the action of the formed energy absorber (for example, high-damping rubber), it is possible to provide an outer wall structure with improved vibration proofing and earthquake resistance.

本発明の外壁構造において外壁材は壁材の構成として少なくとも断熱材を有している外壁材が使用され、さらに断熱材と共に耐火材や不燃材が用いられた外壁材を使用することが好適で、耐震性や防振性に加え断熱性、耐火性等に優れた外壁構造を提供することができる。   In the outer wall structure of the present invention, as the outer wall material, an outer wall material having at least a heat insulating material is used as a structure of the wall material, and it is preferable to use an outer wall material using a refractory material or a non-combustible material together with the heat insulating material. Further, it is possible to provide an outer wall structure that is excellent in heat insulation, fire resistance, etc. in addition to earthquake resistance and vibration resistance.

本発明の外壁構造は、柱構造材及び柱構造材と連結する他の構造材間に、裏面金属部材と表面金属部材との間にエネルギー吸収体が挟持されこれらを接合一体化した構成からなる制震性を有する補強部材が取付けられ、該補強部材の表面金属部材に外壁材取付け用部材を介して外壁材が取付けられた構造からなる。   The outer wall structure of the present invention has a structure in which an energy absorber is sandwiched between a back surface metal member and a front surface metal member between a pillar structure material and another structure material connected to the pillar structure material, and these are joined and integrated. A reinforcing member having damping properties is attached, and the outer wall member is attached to the surface metal member of the reinforcing member via the outer wall member attaching member.

本発明に使用される補強部材は、裏面金属部材と表面金属部材の金属部材の間にエネルギー吸収体を挟持しこれらを接合一体化した構成からなる。該補強部材を構成するエネルギー吸収体は、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が選ばれる。通常高減衰性ゴムが好適である。 The reinforcing member used in the present invention has a configuration in which an energy absorber is sandwiched between the metal member of the back surface metal member and the surface metal member, and these are joined and integrated. The energy absorber constituting the reinforcing member is a high-damping rubber having viscoelastic heat, an equivalent damping constant (Heq) of 10 to 60%, and a shear elastic modulus (G) of 0.05 to 2.0 N / mm 2. A plastic resin is selected. High damping rubber is usually preferred.

本発明において、補強部材は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して設置されるが、補強部材を柱構造材全長に亘って設置してもよく、構造材の強度や材質等との関係で全長に設置する必要がない場合は、柱構造材の梁と土台等との中間部では部分的に設置することもできる。尚、柱構造材を単に「柱」と呼称し、柱構造材と連結する他の構造材を「梁、土台」と呼称することがある。また柱構造材及び柱構造材と連結する他の構造材の両者を含めて「構造材」と呼称することがある。   In the present invention, the reinforcing member is installed across the column structural material and other structural materials connected to the column structural material, but the reinforcing member may be installed over the entire length of the column structural material. When it is not necessary to install the entire length in relation to strength, material, etc., it can be partially installed at the intermediate portion between the beam of the column structure material and the base. In addition, the column structure material may be simply referred to as “column”, and another structure material connected to the column structure material may be referred to as “beam, foundation”. In addition, both the column structure material and other structure materials connected to the column structure material may be referred to as “structure material”.

また、補強部材を構成するエネルギー吸収体は、表面金属部材と裏面金属部材との間に全体に亘って配置されていることは必ずしも必要でなく、部分的に配置されていても良い。
本発明において補強部材を柱構造材全長に亘って配置する場合、エネルギー吸収体は、柱構造材と柱構造材と連結する他の構造材(梁や土台等)との連結部近辺においては、エネルギー吸収体はある程度の長さを以って配置されていることが望ましいが、他の部分は部分的に適宜の間隔を設けて配置してもよい。構造部材自体の強度等との関係では、むしろエネルギー吸収体を部分的に配置した方が良い場合がある。
Moreover, it is not necessary for the energy absorber which comprises a reinforcement member to be arrange | positioned over the whole between a surface metal member and a back surface metal member, and you may arrange | position partially.
In the present invention, when the reinforcing member is arranged over the entire length of the column structure material, the energy absorber is in the vicinity of the connection portion between the column structure material and another structure material (such as a beam or a base) connected to the column structure material. The energy absorber is preferably arranged with a certain length, but the other parts may be arranged with an appropriate interval partially. In relation to the strength of the structural member itself, it may be better to partially arrange the energy absorber.

また補強部材を構成する裏面金属部材は、柱構造材に取付けられるもので、その形状は平板状、横断面がコ字形状等であり、表面金属部材はT字形状、L字形状、I字形状(短冊形状)、十字形状等、種々の形状のものがあり、補強部材が適用される部位(例えば、柱と梁、柱と土台、或いは隅柱等)により適宜の形状のものが選択して使用される。   Further, the back surface metal member constituting the reinforcing member is attached to the column structure material, and the shape thereof is a flat plate shape, the cross section is a U shape, etc., and the surface metal member is a T shape, L shape, I shape. There are various shapes such as shapes (strips), crosses, etc., and the appropriate shape is selected according to the part to which the reinforcing member is applied (for example, columns and beams, columns and foundations, or corner columns). Used.

例えば、柱や間柱と梁間や柱や間柱と土台間に適用する場合には、一般には表面金属部材はT字形状やI字形状、L字形状、十字形状であるものが使用される。裏面金属部材が平板状である場合には裏面金属部材は柱の表面に取付けられ、横断面がコ字形状の場合には柱の側面で取付けられる。木造構造材の間柱に補強部材を適用する場合は横断面がコ字形状のものが好ましい。また、鉄骨構造材の場合は、裏面金属部材は平板状で、表面金属部材はT字形状、I字形状或いは十字形状のものが通常使用される。   For example, when applied between columns, studs and beams, or between pillars, studs and foundations, the surface metal member is generally T-shaped, I-shaped, L-shaped, or cross-shaped. When the back surface metal member is flat, the back surface metal member is attached to the surface of the column, and when the cross section is U-shaped, it is attached to the side surface of the column. In the case where the reinforcing member is applied to the intermediate pillars of the wooden structure material, it is preferable that the cross section is U-shaped. In the case of a steel structure material, the back metal member is usually a flat plate, and the front metal member is usually T-shaped, I-shaped or cross-shaped.

本発明による外壁構造は、断熱材を室内側に設ける所謂内断熱構法、断熱材を室外側に設ける所謂外断熱構法のいずれの構法にも適用することできる。本発明による外壁構造は、外断熱構法に有用であり外断熱構法にみられる従来の問題点を解消し得ることができる。本発明の外壁構造に適用される外壁材は、従来から外壁材として使用されているものが利用される。外断熱構法を採用する場合、外壁材を構成する構成部材として少なくとも断熱材を有するものであり、さらに断熱材と共に不燃材や耐火材を構成部材として有するものであることが望ましい。外壁材の構成としては、例えば、取付け下地板/防湿防水シート/断熱材/不燃材又は耐火材/外装材、取付け下地板/防湿防水シート/断熱材/不燃材又は耐火材/透湿防水シート/外装材、等が挙げられるがこれらに限定されるものでない。なお、断熱材は例えばポリスチレン発泡体やポリオレフィン発泡体等の合成樹脂発泡体が好ましく、また不燃材や耐火材は通常壁材に使用されているもので例えば無機質系材料が挙げられる。また断熱材と不燃材や耐火材との間に通気部分が設けられる。外装材は通常使用されている外装パネル等が挙げられる。   The outer wall structure according to the present invention can be applied to either a so-called inner heat insulating construction method in which a heat insulating material is provided on the indoor side or a so-called outer heat insulating construction method in which a heat insulating material is provided on the outdoor side. The outer wall structure according to the present invention is useful for the outer heat insulating construction method and can solve the conventional problems found in the outer heat insulating construction method. As the outer wall material applied to the outer wall structure of the present invention, those conventionally used as outer wall materials are used. When adopting the outer heat insulating construction method, it is desirable to have at least a heat insulating material as a constituent member constituting the outer wall material, and further to have a non-combustible material or a refractory material as a constituent member together with the heat insulating material. As the structure of the outer wall material, for example, mounting base plate / moisture-proof waterproof sheet / heat insulating material / incombustible material or fireproof material / exterior material, mounting base plate / moisture-proof waterproof sheet / heat insulating material / incombustible material or fireproof material / breathable waterproof sheet Examples include, but are not limited to, exterior materials and the like. The heat insulating material is preferably a synthetic resin foam such as polystyrene foam or polyolefin foam, and the non-combustible material and refractory material are usually used for wall materials, and examples thereof include inorganic materials. Further, a ventilation portion is provided between the heat insulating material and the incombustible material or the refractory material. Examples of the exterior material include a commonly used exterior panel.

本発明に係る外壁構造について、図面を参照して具体的に説明する。
図1は、本発明における制震性を有する補強部材(以下、単に「補強部材」と記す)3を、柱1及び梁2に架け渡して補強部材の固定部34で固定用部材(図示せず)により梁に固定し、該補強部材3の表面に胴縁5を胴縁固定ボルト53により取付け、該胴縁に外壁材6を取付けた木造建築物を例とした本発明の外壁構造の説明図を示す。図1に示す外壁材6は、取付け下地板61/防湿防水シート63/断熱材62/耐火材(又は不燃材)65/透湿防水シート64/外装材66で構成され、断熱材と耐火材(又は不燃材)との間に胴縁等を介して通気部分が設けられているものを例示した。
The outer wall structure according to the present invention will be specifically described with reference to the drawings.
FIG. 1 shows a reinforcing member (hereinafter simply referred to as a “reinforcing member”) 3 having damping properties according to the present invention, spanning a column 1 and a beam 2, and a fixing member (not shown) at a fixing portion 34 of the reinforcing member. The outer wall structure of the present invention is an example of a wooden building in which the body edge 5 is attached to the surface of the reinforcing member 3 with the body edge fixing bolt 53 and the outer wall material 6 is attached to the body edge. An explanatory diagram is shown. The outer wall material 6 shown in FIG. 1 is composed of a mounting base plate 61 / a moisture-proof waterproof sheet 63 / a heat insulating material 62 / a fire resistant material (or non-combustible material) 65 / a moisture permeable waterproof sheet 64 / an exterior material 66. The thing which the ventilation | gas_flowing part was provided through the trunk edge etc. between (or noncombustible material) was illustrated.

図1において補強部材300は裏面金属部材の横断面がコ字形状で表面金属部材がT字形状の補強部材で柱又は間柱の側面で裏面金属部材が固定用部材(ボルト)56により取付けられている態様を示し、補強部材301は裏面金属部材が平板状で表面金属部材がT字形状の補強部材で柱の表面に裏面金属部材が固定用部材(ボルト)56により取付けられている態様を示し、補強部材302は裏面金属部材の横断面がコ字形状で表面金属部材がL字形状の補強部材で隅柱に適用され、柱側面で裏面金属部材が固定用部材(ボルト)56により取付けられている態様を示す。補強部材303は表面金属部材が十字形状のものを示す。また土台には外壁材受け金具7が設けられている。   In FIG. 1, the reinforcing member 300 is a reinforcing member having a U-shaped cross section of the back surface metal member and a T-shaped surface metal member, and the back surface metal member is attached by a fixing member (bolt) 56 on the side surface of the column or the stud. The reinforcing member 301 shows a mode in which the back surface metal member is a flat plate and the front surface metal member is a T-shaped reinforcing member, and the back surface metal member is attached to the surface of the column by a fixing member (bolt) 56. The reinforcing member 302 is a reinforcing member having a U-shaped cross section of the back surface metal member and an L-shaped surface metal member, and is applied to the corner pillar, and the back surface metal member is attached by a fixing member (bolt) 56 on the side of the column. The aspect which is shown is shown. The reinforcing member 303 has a cross-shaped surface metal member. In addition, an outer wall material receiving bracket 7 is provided on the base.

補強部材の構造材との固定部は、補強部材を構成する表面金属部材が延長された、裏面金属部材及びエネルギー吸収体が存在しない部分で梁や土台等の構造材に固定されている。図1において補強部材の構造材との固定部は補強部材を構成する表面金属部材のT字形状の横方向部分、L字形状の横部分に相当する。また表面金属部材が十字形状では十字形状の横方向部分である。 The fixing portion of the reinforcing member to the structural material is fixed to the structural material such as a beam or a base at a portion where the front surface metal member constituting the reinforcing member is extended and the back surface metal member and the energy absorber are not present. In FIG. 1, the fixing portion of the reinforcing member to the structural member corresponds to a T-shaped lateral portion and an L-shaped lateral portion of the surface metal member constituting the reinforcing member. Further, when the surface metal member has a cross shape, it is a cross-shaped lateral portion.

図2は、補強部材3を構成する表面金属部材に取付けられた胴縁に外壁材を取付けた外壁構造の実施態様の一例を示す一部を切断した縦断面図を示す。図2において、補強部材3は、補強部材3を構成する表面金属部材32の延長された、裏面金属部材31及びエネルギー吸収体33が存在しない部分で、スペーサー4を介して梁2に固定され、該補強部材3を構成するエネルギー吸収体33と接合一体化された裏面金属部材31が柱1に固定され、表面金属部材32の表面に胴縁5が胴縁固定ボルト(図示せず)により取付けられ、該胴縁5に外壁材6が取付けられている。外壁材6の下部は土台2に取付けられた外壁材受け金具7内に配され、該受け金具と外壁材との空間部には合成樹脂発泡体のような緩衝材が充填されている外壁構造の態様を示す。   FIG. 2 is a longitudinal sectional view, partly cut away, showing an example of an embodiment of an outer wall structure in which an outer wall material is attached to a body edge attached to a surface metal member constituting the reinforcing member 3. In FIG. 2, the reinforcing member 3 is an extended portion of the front surface metal member 32 constituting the reinforcing member 3, and is fixed to the beam 2 via the spacer 4 at a portion where the back surface metal member 31 and the energy absorber 33 are not present. The back metal member 31 joined and integrated with the energy absorber 33 constituting the reinforcing member 3 is fixed to the column 1, and the body edge 5 is attached to the surface of the surface metal member 32 by a body edge fixing bolt (not shown). The outer wall material 6 is attached to the trunk edge 5. The lower part of the outer wall material 6 is arranged in an outer wall material receiving metal fitting 7 attached to the base 2, and an outer wall structure in which a space between the receiving metal fitting and the outer wall material is filled with a buffer material such as a synthetic resin foam. The aspect of is shown.

図2に示す補強部材3を構成するエネルギー吸収体33は梁と柱との連結付近では所要の長さで配置されており、他の部分は部分的に適宜の間隔を設けて配置された態様の補強部材を示す。また、図2に示す外壁材6は、取付け下地板61/断熱材62/耐火材65/外装材66で構成されたものを例示する。なお、防湿防水シートや透湿防水シート等は図示していないが必要に応じて適宜設けることができる。   The energy absorber 33 constituting the reinforcing member 3 shown in FIG. 2 is arranged with a required length in the vicinity of the connection between the beam and the column, and the other parts are arranged with an appropriate interval partially. The reinforcing member is shown. Moreover, the outer wall material 6 shown in FIG. 2 exemplifies the one constituted by the mounting base plate 61 / the heat insulating material 62 / the refractory material 65 / the exterior material 66. In addition, although a moisture-proof waterproof sheet, a moisture-permeable waterproof sheet, etc. are not shown in figure, it can provide suitably as needed.

図3は、外壁材取付け用部材として外壁材取付けアングル材を使用し、該アングル材を介して外壁材を補強部材に取付けた外壁構造の実施態様の一例で、アングル材を使用した鉄骨構造材への外壁材の取付け状態を示す部分の要部断面図である。図3において、柱部材101に固定された補強部材3を構成する表面金属部材に取付け用アングル54が固定用部材57により取付けられており、該取付けアングル54に、外壁材取付けアングル材(胴縁)51、52がボルトにより固定されている。外壁取付けアングル材51に、上側の外壁材6の下部がボルト等の取付け部材により取付けられ、外壁取付けアングル材52に、下側の外壁材6の上部がボルト等の取付け部材により取付けられている。上下の外壁材接合部には、例えば、ゴム弾性体、合成樹脂弾性体、合成樹脂発泡体等のクッション材8を配し、さらに防水用のシーリング材(図示せず)が施されている。尚、図3に示す外壁材6は図2に示したものと同様の構成のものを例示する。なお、防湿防水シートや透湿防水シート等は図示していないが必要に応じて適宜設けることができる。   FIG. 3 is an example of an embodiment of an outer wall structure in which an outer wall material mounting angle member is used as the outer wall member mounting member, and the outer wall member is attached to the reinforcing member via the angle member. It is principal part sectional drawing of the part which shows the attachment state of the outer wall material to. In FIG. 3, an attachment angle 54 is attached to a surface metal member constituting the reinforcing member 3 fixed to the pillar member 101 by a fixing member 57, and an outer wall material attachment angle member (body edge) is attached to the attachment angle 54. ) 51 and 52 are fixed by bolts. The lower part of the upper outer wall member 6 is attached to the outer wall attaching angle member 51 by an attaching member such as a bolt, and the upper part of the lower outer wall member 6 is attached to the outer wall attaching angle member 52 by an attaching member such as a bolt. . For example, a cushioning material 8 such as a rubber elastic body, a synthetic resin elastic body, or a synthetic resin foam is disposed on the upper and lower outer wall material joints, and a waterproof sealing material (not shown) is further provided. In addition, the outer wall material 6 shown in FIG. 3 illustrates the thing of the structure similar to what was shown in FIG. In addition, although a moisture-proof waterproof sheet, a moisture-permeable waterproof sheet, etc. are not shown in figure, it can provide suitably as needed.

上記図3において、外壁材の上下接合部にクッション材及び防水用のシーリング材が配置されている態様を示したが、クッション材及びシーリング材は、図3以外の態様においても外壁材の接合部にクッション材及び防水用のシーリング材が配置され、また、外壁材の上下のみならず左右の接合部にも同様にクッション材やシーリング材が配置される。   In FIG. 3, the aspect in which the cushion material and the waterproof sealing material are arranged at the upper and lower joint portions of the outer wall material is shown. However, the cushion material and the sealing material are also joint portions of the outer wall material in the embodiments other than FIG. 3. A cushioning material and a sealing material for waterproofing are disposed on the outer wall material, and a cushioning material and a sealing material are also disposed on the left and right joints of the outer wall material.

図4は、外壁材受け金具を用いた上部保持構法により外壁材を取付けた鉄骨構造材の外壁構造の実施態様の一例を示す一部を切断した側面図である。梁構造材201に、補強部材を固定する取付け用鋼板110を設け、柱構造材(間柱)101と梁構造材201との間に、補強部材を架け渡して補強部材を構成する表面金属部材32の延長された固定部34を、前記取付け用鋼板110に固定用部材(ボルトナット)56で固定し、補強部材を構成するエネルギー吸収体と接合一体化された裏面金属部材31を柱構造材101に固定用部材(ボルト)57で固定し、表面金属部材32の表面に固定用部材57により取付けられた取付け用アングル54に外壁材取付け用アングル材(胴縁)52を取付け、該アングル材(胴縁)52に外壁材6を取付けた外壁構造の一例である。   FIG. 4 is a side view, partly cut away, showing an example of an embodiment of an outer wall structure of a steel structure material to which an outer wall material is attached by an upper holding construction method using an outer wall material receiving metal fitting. The steel plate 110 for mounting which fixes a reinforcement member is provided in the beam structure material 201, and the surface metal member 32 which comprises a reinforcement member by spanning a reinforcement member between the column structure material (inter-column) 101 and the beam structure material 201. The fixed portion 34 extended is fixed to the mounting steel plate 110 with a fixing member (bolt nut) 56, and the back metal member 31 joined and integrated with the energy absorber constituting the reinforcing member is connected to the column structure material 101. The outer wall material mounting angle member (body edge) 52 is attached to the mounting angle 54 attached to the surface of the surface metal member 32 by the fixing member 57 (bolt). This is an example of the outer wall structure in which the outer wall material 6 is attached to the (trunk edge) 52.

上記の補強部材を固定する取付け用鋼板110は、梁構造材に設けた取付け用アングル54に固定用部材(ボルトナット)56で取付けられている。補強部材は、梁構造材に設けられた取付け用鋼板110に取付け固定する例を示したが、該取付け鋼板に替えて取付け用アングルを設けて、これに補強部材を、ボルトナット等により直接取付けることもできる。   The mounting steel plate 110 for fixing the reinforcing member is attached to a mounting angle 54 provided on the beam structure material by a fixing member (bolt nut) 56. Although the example in which the reinforcing member is mounted and fixed to the mounting steel plate 110 provided on the beam structural material has been shown, an angle for mounting is provided instead of the mounting steel plate, and the reinforcing member is directly attached to the mounting member with a bolt nut or the like. You can also.

図4に示すように、外壁材6は、補強部材3を構成する表面金属部材32に取付け用アングル54を介して取付けられたアングル材(胴縁)52に取付けられている。外壁材6の下部は、下方の別の梁構造材に設けられた取付け用鋼板に固定用部材58により取付けられた外壁材受け金具7に配され、前記受け金具と外壁材との空間部に合成樹脂発泡体の如き緩衝材料10が充填される。   As shown in FIG. 4, the outer wall member 6 is attached to an angle member (trunk edge) 52 attached to a surface metal member 32 constituting the reinforcing member 3 via an attachment angle 54. The lower part of the outer wall material 6 is arranged on an outer wall material receiving metal fitting 7 attached by a fixing member 58 to an attachment steel plate provided on another lower beam structure material, and is disposed in a space portion between the receiving metal fitting and the outer wall material. A buffer material 10 such as a synthetic resin foam is filled.

上部保持構法による外壁構造において、外壁材受け金具に外壁材の一端(下部)を配し、前記受け金具と壁材との空間部に発泡体の如き緩衝材料を充填することにより、地震や強風などにより外壁材に生ずる歪や振動を緩衝し和らげ壁材の破損やクラックの発生を防止する効果を有するので好ましい態様である。   In the outer wall structure with the upper holding structure, one end (lower part) of the outer wall material is placed on the outer wall material receiving metal fitting, and the space between the receiving metal fitting and the wall material is filled with a cushioning material such as foam, so that an earthquake or strong wind This is a preferred embodiment because it has the effect of buffering the strain and vibration generated in the outer wall material due to the above, and mitigating the damage and cracking of the wall material.

図5は図4のX−X線断面図を示す。また図6は、図4に示す外壁構造における本発明の補強部材の取付け状態を示す一部を切断した正面図である。図6の補強部材3は補強部材を構成する表面金属部材32がI字形状(短冊形状)で柱構造材に取付ける裏面金属部材31が平板状の態様である。補強部材を構成する表面金属部材32が延長された固定部が取付け用鋼板110に、固定用部材(例えばボルトナット)で固定されており、補強部材を構成するエネルギー吸収体と接合一体化された裏面金属部材31は柱構造材(間柱)101の表面に固定用部材(例えばボルトナット)により固定されている。   FIG. 5 shows a sectional view taken along line XX of FIG. Moreover, FIG. 6 is the front view which cut | disconnected a part which shows the attachment state of the reinforcement member of this invention in the outer wall structure shown in FIG. The reinforcing member 3 shown in FIG. 6 has an I-shaped (strip-shaped) surface metal member 32 constituting the reinforcing member, and the back surface metal member 31 attached to the column structure is a flat plate. A fixing portion in which the surface metal member 32 constituting the reinforcing member is extended is fixed to the mounting steel plate 110 with a fixing member (for example, a bolt and nut), and is joined and integrated with the energy absorber constituting the reinforcing member. The back metal member 31 is fixed to the surface of the column structure material (inter-column) 101 by a fixing member (for example, a bolt and nut).

図7〜図9に本発明における補強部材の一例を示す。図7は表面金属部材がT字形状で裏面金属部材が断面コ字形状である形態の補強部材を示し、(1)は斜視図、(2)は(1)のB−B線断面図、(3)は(1)のA−A線断面図を示す。   An example of the reinforcing member in the present invention is shown in FIGS. FIG. 7 shows a reinforcing member in a form in which the front surface metal member is T-shaped and the back surface metal member is U-shaped in cross section, (1) is a perspective view, (2) is a cross-sectional view along line BB in (1), (3) is a cross-sectional view taken along line AA of (1).

図8は表面金属部材がT字形状で裏面金属部材が平板状である形態の補強部材を示し、(1)は斜視図、(2)は(1)のB−B線断面図、(3)は(1)のA−A線断面図を示す。   FIG. 8 shows a reinforcing member in a form in which the front surface metal member is T-shaped and the back surface metal member is flat, (1) is a perspective view, (2) is a sectional view taken along the line BB of (1), (3) ) Shows a cross-sectional view taken along line AA of (1).

図9は表面金属部材が十字形状で裏面金属部材が平板状である形態の補強部材を示し、(1)は斜視図、(2)は(1)のB−B線断面図を示す。   FIG. 9 shows a reinforcing member in which the front surface metal member has a cross shape and the back surface metal member has a flat plate shape, (1) is a perspective view, and (2) is a sectional view taken along line BB in (1).

制震性を有する補強部材を使用した本発明の外壁構造は、該補強部材を構成する表面金属部材の延長された一端を柱構造材および柱構造材と連結される構造材(梁や土台)に固定し、裏面金属部材は柱構造材に取付けられており、エネルギー吸収体を挟持し一体化した表面金属部材の表面に外壁材が取付けられているので、挟持されたエネルギー吸収体(例えば、高減衰性ゴム)の作用により、外部から加わる応力による建築物における柱構造材や梁構造材や土台等の構造材の動きと、外壁材の動きとが分離され個別の動きをするので、外壁材の剛性を利用して構造体自体の強度を補強することができる。   The outer wall structure of the present invention using a reinforcing member having damping properties is a column structure material and a structural material (beam or foundation) in which an extended end of a surface metal member constituting the reinforcement member is connected to the column structure material. The back metal member is attached to the pillar structure material, and the outer wall material is attached to the surface of the surface metal member sandwiched and integrated with the energy absorber, so that the sandwiched energy absorber (for example, Due to the action of high-damping rubber), the movement of structural materials such as column structure materials, beam structure materials, and foundations in buildings due to externally applied stress and the movement of outer wall materials are separated and move independently. The strength of the structure itself can be reinforced using the rigidity of the material.

さらに本発明の外壁構造においては、使用される制震性を有する補強部材を構成する表面及び裏面金属部材が構造材にかかる外部からの応力に対する補強効果を高め、両金属部材に挟持されたエネルギー吸収体(例えば、高減衰性ゴム)の作用と相俟って防振性、耐震性がより高められた外壁構造が得られる。   Furthermore, in the outer wall structure of the present invention, the front and back metal members constituting the reinforcing member having damping properties used enhance the reinforcing effect against external stress applied to the structural material, and the energy sandwiched between the two metal members. Combined with the action of the absorber (for example, high-damping rubber), an outer wall structure with improved vibration resistance and earthquake resistance can be obtained.

本発明による外壁構造の一例を示す説明図である。It is explanatory drawing which shows an example of the outer wall structure by this invention. 本発明による木質構造材における外壁構造の実施態様の一例を示す一部切断縦断面図である。It is a partially cut longitudinal cross-sectional view which shows an example of the embodiment of the outer wall structure in the wooden structure material by this invention. 外壁材取付けアングル材を介して外壁材を補強部材に取付けた外壁構造の実施態様の一例を示す部分の要部断面図である。It is principal part sectional drawing of the part which shows an example of the embodiment of the outer wall structure which attached the outer wall material to the reinforcement member via the outer wall material attachment angle material. 本発明による鉄骨構造材における外壁構造の別の実施態様の一例を示す一部切断側面図である。It is a partially cutaway side view which shows an example of another embodiment of the outer wall structure in the steel structure material by this invention. 図4のX−X線断面図を示す。The XX sectional view taken on the line of FIG. 4 is shown. 図4に示す外壁構造における補強部材の取付け状態を示す正面図を示す。The front view which shows the attachment state of the reinforcement member in the outer wall structure shown in FIG. 本発明に使用される補強部材の一例を示す。An example of the reinforcement member used for this invention is shown. 本発明に使用される補強部材の別の態様を示す。The another aspect of the reinforcement member used for this invention is shown. 本発明に使用される補強部材の別の態様を示す。The another aspect of the reinforcement member used for this invention is shown.

符号の説明Explanation of symbols

1、101 柱構造材
2、201 梁又は土台構造材
3、300、301,302,303 補強部材
31 裏面金属部材
32 表面金属部材
33 エネルギー吸収体
34 補強部材固定部
4 スペーサー
5 胴縁
51、52 外壁材取付けアングル材
53 胴縁固定ボルト
54 取付け用アングル
56、57、58 固定用部材
6 外壁材
61 取付け下地板
62 断熱材
63 防湿防水シート
64 透湿防水シート
65 耐火材又は不燃材
66 外装材
7 外壁材受け金具
8 クッション材
10 緩衝材料
110 取付け用鋼板
DESCRIPTION OF SYMBOLS 1,101 Column structure material 2,201 Beam or base structure material 3,300,301,302,303 Reinforcement member 31 Back surface metal member 32 Front surface metal member 33 Energy absorber 34 Reinforcement member fixing part 4 Spacer 5 Body edge 51, 52 Outer wall material mounting angle material 53 Body edge fixing bolt 54 Mounting angle 56, 57, 58 Fixing member 6 Outer wall material 61 Mounting base plate 62 Heat insulating material 63 Moisture proof waterproof sheet 64 Moisture permeable waterproof sheet 65 Fireproof material or incombustible material 66 Exterior material 7 Outer wall material bracket 8 Cushion material 10 Buffer material 110 Steel plate for mounting

Claims (4)

裏面金属部材と表面金属部材との間にエネルギー吸収体が挟持されこれらを接合一体化した構造からなる制震性を有する補強部材を、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して、該補強部材を構成する前記表面金属部材の延長された裏面金属部材及びエネルギー吸収体が存在しない部分において表面金属部材を柱構造材と連結する他の構造材に固定し、該補強部材を構成する裏面金属部材を柱構造材の表面に固定し、エネルギー吸収体と接合一体化された表面金属部材に外壁材取付け用部材を取付け、該外壁材取付け用部材に外壁材を取付けた構造からなることを特徴とする建築物の外壁構造。Between the structural member that connects the column structure material and the column structure material to the reinforcing member that has the vibration damping property, in which the energy absorber is sandwiched between the back surface metal member and the front surface metal member, and these are joined and integrated. And extending the back surface metal member of the surface metal member constituting the reinforcing member and fixing the surface metal member to another structural material connected to the column structure material in a portion where the energy absorber does not exist, The back metal member constituting the reinforcing member is fixed to the surface of the pillar structure material, the outer wall material mounting member is attached to the surface metal member joined and integrated with the energy absorber, and the outer wall material is attached to the outer wall material mounting member. The outer wall structure of a building, characterized by comprising an open structure. 前記補強部材を構成する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/mmである高減衰ゴム、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請求項1に記載の建築物の外壁構造。 The energy absorber constituting the reinforcing member has a high damping rubber, viscoelastic thermoplasticity, 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 . The outer wall structure of a building according to claim 1, wherein the outer wall structure is a kind selected from resins. 柱構造材と連結する他の構造材に外壁材受け金具が設置され、該外壁材受け金具内に外壁材の上部及び/又は下部を配し、該受け金具内の外壁材との空間部に緩衝材が充填されていることを特徴とする請求項1または2に記載の建築物の外壁構造。 An outer wall material receiving bracket is installed on another structural material connected to the column structure material, and an upper and / or lower portion of the outer wall material is arranged in the outer wall material receiving bracket, and in a space portion with the outer wall material in the receiving metal fitting. The outer wall structure of a building according to claim 1 or 2 , which is filled with a cushioning material. 外壁材が、構成部材として少なくとも断熱材を有している外壁材であることを特徴とする請求項1〜3のいずれかに記載の建築物の外壁構造。 The outer wall structure of a building according to any one of claims 1 to 3 , wherein the outer wall material is an outer wall material having at least a heat insulating material as a constituent member.
JP2005228352A 2005-08-05 2005-08-05 Building exterior wall structure Expired - Fee Related JP4603443B2 (en)

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