JP4203466B2 - Reinforced frame - Google Patents

Reinforced frame Download PDF

Info

Publication number
JP4203466B2
JP4203466B2 JP2004356176A JP2004356176A JP4203466B2 JP 4203466 B2 JP4203466 B2 JP 4203466B2 JP 2004356176 A JP2004356176 A JP 2004356176A JP 2004356176 A JP2004356176 A JP 2004356176A JP 4203466 B2 JP4203466 B2 JP 4203466B2
Authority
JP
Japan
Prior art keywords
frame
brace
reinforcing
frame member
brace material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2004356176A
Other languages
Japanese (ja)
Other versions
JP2006161456A (en
Inventor
昌治 大久保
裕二郎 檜山
博通 佐野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Engineering Co Ltd
Original Assignee
Sumikei Nikkei Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumikei Nikkei Engineering Co Ltd filed Critical Sumikei Nikkei Engineering Co Ltd
Priority to JP2004356176A priority Critical patent/JP4203466B2/en
Publication of JP2006161456A publication Critical patent/JP2006161456A/en
Application granted granted Critical
Publication of JP4203466B2 publication Critical patent/JP4203466B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Description

本発明は、既存架構の開口部に設置される補強架構に関する。   The present invention relates to a reinforcing frame installed at an opening of an existing frame.

従来、既存建築物の柱、梁、壁などの構造部材により構成される架構(以下、「既存架構」という。)の剛性と耐力とを向上させるための補強架構として、既存架構の開口部に取り付けられる枠体と、この枠体により囲まれてなる平面(以下、「構面」という。)内に配置されるブレース材とを備えて構成されたもの(「枠付ブレース」ともいわれる。)が知られている(例えば、特許文献1および特許文献2参照。)。   Conventionally, as a reinforcing frame to improve the rigidity and proof strength of a frame composed of structural members such as columns, beams and walls of an existing building (hereinafter referred to as “existing frame”), A structure comprising a frame body to be attached and a brace material disposed in a plane (hereinafter referred to as “composition surface”) surrounded by the frame body (also referred to as “framed brace”). Is known (see, for example, Patent Document 1 and Patent Document 2).

特開平9−317198号公報(図1)JP-A-9-317198 (FIG. 1) 特開平11−71906号公報(図1)Japanese Patent Laid-Open No. 11-71906 (FIG. 1)

ところで、特許文献1および特許文献2の補強架構は、いずれも重量の嵩む鉄骨や鋼製の部材で構成されていることから、その全体の重量が非常に大きなものになるが、かかる重量は、結局のところ、補強すべき既存架構に背負わされることになる。つまり、補強架構を既存架構に設置しても、補強架構の自重が既存架構に作用することになり、さらに、地震時においては、補強架構の自重に比例する慣性力が既存架構に作用することになるので、その分だけ補強効果が減じられることになる。すなわち、重厚な部材で構成された従来の補強架構では、重量が嵩む分だけその実質的な補強効果が小さくなってしまう。   By the way, since the reinforcement frames of Patent Document 1 and Patent Document 2 are both composed of heavy steel frames or steel members, the overall weight becomes very large. After all, it will be carried by the existing frame to be reinforced. In other words, even if a reinforced frame is installed on an existing frame, the weight of the reinforced frame will act on the existing frame, and in the event of an earthquake, an inertial force proportional to the weight of the reinforced frame will act on the existing frame. Therefore, the reinforcing effect is reduced by that amount. In other words, in the conventional reinforcing frame composed of heavy members, the substantial reinforcing effect is reduced by the increase in weight.

また、特許文献1および特許文献2の補強架構においては、枠体やブレース材を構成する複数のH形鋼同士を溶接により接合していることから、例えば既存架構の寸法に誤差がある場合に、施工現場において補強架構の寸法の調整をすることできないという問題もある。   Moreover, in the reinforcement frame of patent document 1 and patent document 2, since several H-section steel which comprises a frame and a brace material is joined by welding, when there exists an error in the dimension of the existing frame, for example There is also a problem that the dimensions of the reinforcing frame cannot be adjusted at the construction site.

また、特許文献1の補強架構では、既存架構への取り付けに際して、既存架構の開口部の内周面(すなわち、柱の側面や梁の上下面など)にアンカーボルトを打ち込む必要があるところ、このようなアンカーボルトの打込み作業は、騒音や振動を伴うことから、既存建築物の居住者や利用者に対して多大な不快感を与えてしまう。さらに、既存架構が鉄筋コンクリート構造である場合には、コンクリートに埋設されている鉄筋を避けてアンカーボルトを打ち込む必要があるところ、鉄筋の位置が設計図等に示された位置と異なることがあるため、手間と時間をかけて慎重に調査をしなければならない。また、アンカーボルトをコンクリートに打ち込む際に、ひび割れが発生する虞もある。   In addition, in the reinforcing frame of Patent Document 1, when attaching to an existing frame, it is necessary to drive anchor bolts into the inner peripheral surface of the opening of the existing frame (that is, the side surface of the column, the upper and lower surfaces of the beam, etc.). Such an anchor bolt driving operation is accompanied by noise and vibration, which causes great discomfort to residents and users of existing buildings. Furthermore, when the existing frame is a reinforced concrete structure, it is necessary to drive anchor bolts away from the reinforcing bars embedded in the concrete. However, the positions of the reinforcing bars may differ from the positions shown in the design drawings. You have to investigate carefully, taking time and effort. In addition, cracks may occur when anchor bolts are driven into concrete.

これに対し、特許文献2の補強架構は、その外周面と既存架構の内周面との間に充填されたグラウト材を介して既存架構と一体的に固着されるため、特許文献1の補強架構での懸案事項は解消されるものの、H形鋼のフランジを既存架構の内周面に対峙させている(つまり、H形鋼の弱軸が補強架構の構面に対して平行になっている)ことから、ウェブを既存架構の内周面に対峙させる(つまり、H形鋼の弱軸が構面に対して垂直になっている)特許文献1の補強架構に比べて構面の面外方向への座屈が生じやすいという問題がある。なお、ブレース材を構成するH形鋼の弱軸が補強架構の構面に対して垂直になっている場合には、構面の面内方向への座屈が生じやすくなるため、座屈止めを設ける必要がある。いずれにしても、H形鋼を利用して補強架構を構成すると、その構面の面内方向と面外方向とで座屈強度に差異が生じてしまう。そして、弱軸方向に座屈しないような寸法・強度を有するH形鋼を採用することになるが、このようなH形鋼では、その強軸方向の座屈強度が過大になるため、経済的ではない。   On the other hand, the reinforcing frame of Patent Document 2 is integrally fixed to the existing frame via a grout material filled between the outer peripheral surface and the inner peripheral surface of the existing frame. Although the concerns in the frame are resolved, the flange of the H-shaped steel faces the inner peripheral surface of the existing frame (that is, the weak axis of the H-shaped steel is parallel to the structural surface of the reinforced frame) Therefore, the surface of the structure is made to face the inner peripheral surface of the existing frame (that is, the weak frame of the H-shaped steel is perpendicular to the frame) in comparison with the reinforcing frame of Patent Document 1. There is a problem that buckling tends to occur outward. In addition, when the weak axis of the H-section steel that constitutes the brace material is perpendicular to the structural surface of the reinforcing frame, buckling in the in-plane direction of the structural surface is likely to occur, so buckling is prevented. It is necessary to provide. In any case, when the reinforcing frame is configured using the H-shaped steel, a difference occurs in the buckling strength between the in-plane direction and the out-of-plane direction of the surface. And H-shaped steel having dimensions and strength that does not buckle in the weak axis direction will be adopted. However, in such H-shaped steel, the buckling strength in the strong axis direction becomes excessive, which is economical. Not right.

また、補強架構を設置する際に既存のサッシ、腰壁、垂壁といった非構造部材を撤去した場合には、当然のことながら、補強架構を設置した後に新たなサッシや腰壁・垂壁などを設置する必要があるが、その取付作業に手間と時間を要することから、工期が長期化し、補修費用も増大してしまう。   In addition, when non-structural members such as existing sashes, waist walls, and hanging walls are removed when installing a reinforcing frame, it is natural that after installing the reinforcing frame, a new sash, waist wall, hanging wall, etc. However, since it takes time and labor for the installation work, the construction period becomes longer and the repair cost also increases.

本発明は、前記した種々の問題点を総合的に解決することが可能な補強架構を提供することを課題とするものであり、実質的な補強効果が高く、且つ、設置作業を簡易迅速に行うことが可能で、しかも設置作業に際して騒音や振動の発生し難い補強架構を提供することを第一の課題とし、さらに、構面の面内方向および面外方向のいずれの方向にも高い座屈強度を備えている補強架構を提供することを第二の課題とし、加えて、サッシや腰壁・垂壁などを簡単に取り付けることが可能な補強架構を提供することを第三の課題とする。   It is an object of the present invention to provide a reinforcing frame capable of comprehensively solving the various problems described above, has a substantial substantial reinforcing effect, and can easily and quickly perform installation work. The first challenge is to provide a reinforced frame that can be performed and that is less susceptible to noise and vibration during installation work, and has a high seat in both in-plane and out-of-plane directions. The second problem is to provide a reinforced frame having flexural strength, and in addition, the third problem is to provide a reinforced frame that can be easily attached to a sash, a waist wall or a hanging wall. To do.

このような課題を解決するために創案された本発明は、既存架構の開口部にグラウト材を介して固着される枠体と、当該枠体の構面内に配置されるブレース材とを備える補強架構であって、前記枠体は、アルミニウム合金製の押出形材からなる複数の枠材を矩形枠状に組み合わせて構成されており、前記ブレース材は、閉断面を有するアルミニウム合金製の押出形材からなり、前記枠材の前面および後面に取り付けられた一対の接続板によって前記ブレース材の端部が保持されていることを特徴とする。 The present invention devised to solve such problems includes a frame that is fixed to an opening of an existing frame via a grout material, and a brace material that is disposed within the frame surface of the frame. The frame is configured by combining a plurality of frame members made of an aluminum alloy extruded profile into a rectangular frame shape, and the brace material is an extruded aluminum alloy having a closed cross section. Ri Do from profile, and an end portion of the brace by a pair of connecting plates attached to the front and rear surfaces of the frame member is held.

本発明に係る補強架構によると、これを構成する枠材およびブレース材を軽量ながらも強度の高いアルミニウム合金製としたので、鉄骨等を用いた従来の補強架構に比べて既存架構に付加される荷重(補強架構の自重および慣性力)が小さくなる。つまり、この補強架構によると、H形鋼などの鉄骨で構成された従来の補強架構に比べて、その実質的な補強効果を向上させることが可能となる。   According to the reinforced frame according to the present invention, the frame material and the brace material constituting the frame are made of aluminum alloy that is light in weight but high in strength. Therefore, it is added to the existing frame compared to the conventional reinforced frame using a steel frame or the like. The load (self-weight and inertial force of the reinforcing frame) is reduced. That is, according to this reinforcing frame, it is possible to improve the substantial reinforcing effect as compared with a conventional reinforcing frame made of a steel frame such as H-shaped steel.

また、この補強架構によると、その重量が軽量であるが故に、その運搬や取り回しが容易になり、ひいては、その設置作業を簡易迅速に行うことが可能となる。さらに、補強架構が軽量であるが故に、使用に際して制限の少ない小型のクレーン等を使用して設置作業を行うことも可能となる。   Further, according to this reinforcing frame, since its weight is light, its transportation and handling become easy, and as a result, its installation work can be performed easily and quickly. Furthermore, since the reinforcing frame is lightweight, it is possible to perform the installation work using a small crane or the like with few restrictions on use.

加えて、アルミニウム合金は、腐食し難いという特性を有していることから、補強架構の維持管理も容易になり、さらには、素材自体の色調や質感がインテリアや外装材と調和し易いことから、塗装等を省略することも可能である。また、アルミニウム合金は、リサイクルにも適していることから、補強架構を撤去したとしても産業廃棄物にならないという副次的な効果も期待できる。   In addition, aluminum alloys have the property of being difficult to corrode, which makes it easier to maintain and maintain the reinforcing frame, and also because the color and texture of the material itself can easily match the interior and exterior materials. It is also possible to omit painting and the like. In addition, since the aluminum alloy is also suitable for recycling, a secondary effect that it does not become industrial waste even if the reinforcing frame is removed can be expected.

さらに、各枠材およびブレース材を押出形材としたので、その加工精度が高く、加えて、製造コストの低廉化を図ることが可能となる。   Furthermore, since each frame member and brace member are extruded shapes, the processing accuracy is high, and in addition, the manufacturing cost can be reduced.

また、ブレース材については、その断面を閉断面としたので、枠体の構面の面内方向および面外方向のいずれの方向にも座屈し難い。加えて、ブレース材を閉断面とすると、すっきりとした外観になるため、無骨な印象を放つH形鋼に比べて、軽快且つ洗練された印象を看者に与えるという効果も期待できる。   In addition, since the cross section of the brace material is a closed cross section, it is difficult to buckle in both the in-plane direction and the out-of-plane direction of the frame. In addition, when the brace material has a closed cross section, it has a clean appearance, so that it can be expected to give the viewer a lighter and more refined impression than H-shaped steel that gives a rugged impression.

さらに、グラウト材を介して補強架構を既存架構の開口部に固着する構成としたので、既存架構の内周面にアンカーボルトを打ち込む必要がない。つまり、既存の建築物を供用しつつこれを補強する場合であっても、発生する騒音や振動が小さく、建築物の居住者や利用者に対して多大な不快感を与えることがない。さらに、アンカーボルトを必要としないので、既存架構に損傷を与えることがない。   Furthermore, since the reinforcing frame is fixed to the opening of the existing frame via the grout material, there is no need to drive anchor bolts into the inner peripheral surface of the existing frame. That is, even when an existing building is reinforced while being in service, the generated noise and vibration are small and do not give great discomfort to residents and users of the building. Furthermore, since an anchor bolt is not required, the existing frame is not damaged.

なお、本発明に係る補強架構においては、前記枠材の前面および後面に取り付けられた一対の接続板によって前記ブレース材の端部を保持する構成を採用しているので、ブレース材と枠材とが強固に接合されることになる。
In the reinforcing frame according to the present invention, since the structure in which the ends of the brace material are held by a pair of connection plates attached to the front surface and the rear surface of the frame material , the brace material and the frame material are used. Will be firmly joined.

なお、本発明に係る補強架構においては、前記ブレース材の前面および後面に、その長手方向に沿って、ボルトの頭部を収容可能な凹溝を形成しておき、当該凹溝に頭部を収容したボルトとその軸部に螺合するナットとによって前記各接続板を前記ブレース材に固定してもよい。このようにすると、ブレース材の凹溝に沿ってボルトをスライドさせるだけで、ブレース材の固定位置を調整することが可能となる。したがって、例えば、枠体に組付け誤差がある場合であっても、当該誤差を容易に是正することが可能となる。なお、接続板の接触面およびブレース材の接触面の少なくとも一方に摩擦面処理を施しておくと、接続板とブレース材とを強固に接合することが可能となる。   In the reinforcing frame according to the present invention, a concave groove that can accommodate the head of the bolt is formed along the longitudinal direction on the front surface and the rear surface of the brace material, and the head is formed in the concave groove. Each of the connection plates may be fixed to the brace material by a housed bolt and a nut that is screwed to the shaft portion. If it does in this way, it will become possible to adjust the fixed position of a brace material only by sliding a volt | bolt along the concave groove of a brace material. Therefore, for example, even when there is an assembly error in the frame, the error can be easily corrected. If at least one of the contact surface of the connection plate and the contact surface of the brace material is subjected to a friction surface treatment, the connection plate and the brace material can be firmly bonded.

ここで、前記枠材としては、例えば、閉断面を有する押出形材を使用することができる。このようにすると、構面の面内方向および面外方向のいずれにも座屈し難くなる。加えて、枠材を閉断面とすると、すっきりとした外観になるため、無骨な印象を放つH形鋼に比べて、軽快且つ洗練された印象を看者に与えるという効果も期待できる。   Here, as the frame member, for example, an extruded shape member having a closed cross section can be used. If it does in this way, it will become difficult to buckle in both the in-plane direction of a composition surface, and an out-of-plane direction. In addition, when the frame material has a closed cross section, it has a clean appearance, and therefore, it can be expected to give a lighter and more refined impression to the viewer than H-shaped steel that gives a rugged impression.

なお、閉断面の枠材を使用する場合には、前記枠材の前面および後面に、その長手方向に沿って、ボルトの頭部を収容可能な凹溝を形成しておき、当該凹溝に頭部を収容したボルトとその軸部に螺合するナットとによって前記各接続板を前記枠材に固定してもよい。このようにすると、枠材の凹溝に沿ってボルトをスライドさせるだけで、接続板の固定位置を調整することが可能となる。したがって、例えば、枠体に組付け誤差がある場合であっても、当該誤差を容易に是正することが可能となる。なお、接続板の接触面および枠材の接触面の少なくとも一方に摩擦面処理を施しておくと、接続板と枠材とを一段と強固に接合することが可能となる。   When using a frame member with a closed cross section, a groove is formed on the front surface and the rear surface of the frame member along the longitudinal direction to accommodate the head of the bolt. Each connection plate may be fixed to the frame member by a bolt that houses the head and a nut that is screwed to the shaft. If it does in this way, it will become possible to adjust the fixed position of a connection board only by sliding a volt | bolt along the concave groove of a frame material. Therefore, for example, even when there is an assembly error in the frame, the error can be easily corrected. If at least one of the contact surface of the connection plate and the contact surface of the frame member is subjected to a friction surface treatment, the connection plate and the frame member can be joined more firmly.

また、本発明に係る補強架構においては、前記枠体の角部を形成する前記枠材同士を、その一方の端部と他方の端部とを跨ぐように取り付けた添接板を介して互いに連結してもよい。ここで、前記した凹溝を有する枠材を使用する場合には、前記枠材の凹溝に頭部が収容されたボルトとその軸部に螺合するナットとによって前記添接板を前記枠材に固定するとよい。このようにすると、枠材の凹溝に沿ってボルトをスライドさせるだけで、添接板の固定位置を調整することが可能となる。つまり、枠体の大きさを調整することが可能となるので、例えば、既存架構の寸法に誤差がある場合であっても、当該誤差を容易に吸収することが可能となる。なお、添接板の接触面および枠材の接触面の少なくとも一方に摩擦面処理を施しておくと、添接板と枠材とを一段と強固に接合することが可能となる。   Further, in the reinforcing frame according to the present invention, the frame members forming the corners of the frame body are attached to each other via an attachment plate attached so as to straddle one end and the other end. You may connect. Here, in the case of using the frame material having the above-described concave groove, the attachment plate is attached to the frame by a bolt whose head is accommodated in the concave groove of the frame material and a nut screwed to the shaft portion. It is good to fix to the material. If it does in this way, it will become possible to adjust the fixed position of an attachment board only by sliding a volt | bolt along the concave groove of a frame material. That is, since the size of the frame can be adjusted, for example, even if there is an error in the dimensions of the existing frame, the error can be easily absorbed. If at least one of the contact surface of the attachment plate and the contact surface of the frame member is subjected to a friction surface treatment, the attachment plate and the frame member can be joined more firmly.

ここで、前記した接続板が、前記枠体の角部を形成する二つの前記枠材の一方の端部と他方の端部とを跨ぐように配置されている場合には、当該接続板は、添接板としての役割も担うこととなる。   Here, when the connection plate described above is arranged so as to straddle one end and the other end of the two frame members forming the corners of the frame, the connection plate is It will also play a role as an attachment plate.

また、本発明に係る補強架構においては、前記各枠材の前記既存架構と対峙する面に、その長手方向に沿って、複数の凸条を形成してもよい。このようにすると、グラウト材との付着強度が増大するので、補強架構の補強効果をより一層向上させることができる。   In the reinforcing frame according to the present invention, a plurality of ridges may be formed along the longitudinal direction on the surface of each frame member facing the existing frame. If it does in this way, since the adhesion strength with a grout material increases, the reinforcement effect of a reinforcement frame can be improved further.

さらに本発明においては、前記複数の枠材の少なくとも一つに、サッシ、腰壁および垂壁の少なくとも一つを支持するための支持部を設けてもよい。このようにすると、サッシや腰壁・垂壁などを簡単に取り付けることが可能となる。   Furthermore, in the present invention, at least one of the plurality of frame members may be provided with a support portion for supporting at least one of the sash, the waist wall, and the hanging wall. If it does in this way, it will become possible to attach a sash, a waist wall, a vertical wall, etc. easily.

本発明に係る補強架構によると、実質的な補強効果が高く、且つ、設置作業を簡易迅速に行うことが可能で、しかも設置作業に際して騒音や振動が発生し難い。さらに、本発明に係る補強架構によると、枠体の構面の面内方向および面外方向のいずれの方向にも高い座屈強度を備えることが可能となり、加えて、サッシや腰壁・垂壁などを簡単に取り付けることが可能となる。   According to the reinforcing frame according to the present invention, the substantial reinforcing effect is high, the installation work can be performed easily and quickly, and noise and vibration are hardly generated during the installation work. Furthermore, according to the reinforced frame according to the present invention, it is possible to provide high buckling strength in both the in-plane direction and the out-of-plane direction of the frame structure, and in addition, the sash, the waist wall, and the hanging wall Walls can be easily attached.

以下、本発明を実施するための最良の形態を添付した図面を参照しつつ詳細に説明する。ここで、「上下」、「左右」、「前後」は、補強架構を既存架構に取り付けた状態を基準とする。また、本実施形態では、補強架構を室内と室外との境界部分に取り付けた場合を例示し、室外側の面を「前面」とし、室内側の面を「後面」とする。   The best mode for carrying out the present invention will be described below in detail with reference to the accompanying drawings. Here, “upper and lower”, “left and right”, and “front and rear” are based on the state in which the reinforcing frame is attached to the existing frame. Further, in the present embodiment, the case where the reinforcing frame is attached to the boundary portion between the room and the outdoor is illustrated, and the surface on the outdoor side is defined as the “front surface” and the surface on the indoor side is defined as the “rear surface”.

本実施形態に係る補強架構Hは、図1の(a)および(b)に示すように、既存架構Kの開口部にグラウト材Gを介して固着される枠体1と、枠体1の構面内に配置されたブレース材2とを備えて構成されている。ここで、本実施形態に係る既存架構Kは、柱K1と梁K2とで構成されている。   As shown in FIGS. 1A and 1B, the reinforcing frame H according to the present embodiment includes a frame 1 fixed to an opening of an existing frame K via a grout material G, and a frame 1 And a brace material 2 disposed in the construction surface. Here, the existing frame K which concerns on this embodiment is comprised with the pillar K1 and the beam K2.

なお、本実施形態では、二本のブレース材2,2をV字状に配置しているが、これに限定されることはなく、逆V字形状や横V字形状に配置してもよく、あるいは、一本のブレース材を枠体1の対角線に沿って配置してもよい。   In the present embodiment, the two brace members 2 and 2 are arranged in a V shape. However, the present invention is not limited to this, and may be arranged in an inverted V shape or a horizontal V shape. Alternatively, one brace material may be arranged along the diagonal line of the frame 1.

枠体1は、図2に示すように、複数の枠材10,10,…を矩形枠状に組み合わせて構成したものである。本実施形態では、縦(上下)方向に配置された左右一対の枠材10,10と横(左右)方向に配置された上下一対の枠材10,10とによって枠体1が構成されている。なお、縦方向に配置された枠材10と横方向に配置された枠材10とを区別する場合には、それぞれ「縦枠材10A」、「横枠材10B」と称する。   As shown in FIG. 2, the frame 1 is configured by combining a plurality of frame members 10, 10,... In a rectangular frame shape. In the present embodiment, the frame body 1 is composed of a pair of left and right frame members 10 and 10 arranged in the vertical (up and down) direction and a pair of upper and lower frame members 10 and 10 arranged in the horizontal (left and right) direction. . In addition, when distinguishing the frame member 10 arranged in the vertical direction and the frame member 10 arranged in the horizontal direction, they are referred to as “vertical frame member 10A” and “horizontal frame member 10B”, respectively.

枠材10は、閉断面を有するアルミニウム合金製の押出形材からなり、図3の(a)に示すように、全体として矩形の断面形状を呈している。   The frame member 10 is made of an extruded shape made of an aluminum alloy having a closed cross section, and has a rectangular cross sectional shape as a whole as shown in FIG.

枠材10の前面10aには、ボルトBの頭部を収容可能な凹溝11が形成されており、同様に、枠材10の後面10bにも、ボルトBの頭部を収容可能な凹溝12が形成されている。前面10aに形成された凹溝11は、ボルトBの頭部を収容可能な幅広部11aと、ボルトBの軸部を挿通可能な幅狭部11bとを備える所謂T溝であって、ボルトBの頭部を抜出し不能に保持する。後面10bに形成された凹溝12も同様である。また、枠材10の前面10aおよび後面10bのうち、図1の(a)に示す接続板3,4又は添接板5と接触する接触面には、摩擦面処理(各種ブラスト加工、ジンクリッチ塗装、サンダーがけなど)が施されている。   A concave groove 11 capable of accommodating the head of the bolt B is formed on the front surface 10a of the frame member 10, and similarly, a concave groove capable of accommodating the head of the bolt B on the rear surface 10b of the frame member 10. 12 is formed. The concave groove 11 formed in the front surface 10a is a so-called T-groove including a wide portion 11a capable of accommodating the head of the bolt B and a narrow portion 11b capable of inserting the shaft portion of the bolt B. Keep the head of the undrawn. The same applies to the groove 12 formed in the rear surface 10b. Further, of the front surface 10a and the rear surface 10b of the frame member 10, the contact surface that comes into contact with the connection plates 3 and 4 or the attachment plate 5 shown in FIG. 1A is subjected to friction surface treatment (various blasting, zinc rich). Painting, sanding, etc.).

また、枠材10には、既存架構K(すなわち、図1の(a)に示す柱K1の側面又は梁K2の上下面)と対峙する面に、枠材10の長手方向に沿って複数の凸条13,13,…が形成されている。   Further, the frame member 10 includes a plurality of frames along the longitudinal direction of the frame member 10 on the surface facing the existing frame K (that is, the side surface of the column K1 shown in FIG. 1A or the upper and lower surfaces of the beam K2). Projections 13, 13,... Are formed.

また、図6の(a)に示すように、枠材10の両端は、それぞれ枠材10の軸線に対して斜め(本実施形態では、45度)に切断されていて、その端部同士を突き合わせると、直角をなす枠体1の角部が形成される。なお、枠材10,10の端部同士は、接触していてもよいし、隙間があってもよい。   Moreover, as shown to (a) of FIG. 6, the both ends of the frame material 10 are cut | disconnected diagonally (45 degree | times in this embodiment) with respect to the axis line of the frame material 10, respectively, and the edge parts are mutually connected. When they are abutted, corner portions of the frame 1 that form a right angle are formed. Note that the ends of the frame members 10 and 10 may be in contact with each other or there may be a gap.

ブレース材2は、閉断面を有するアルミニウム合金製の押出形材からなり、図4の(a)に示すように、全体として矩形の断面形状を呈している。   The brace material 2 is made of an extruded shape made of an aluminum alloy having a closed cross section, and has a rectangular cross section as a whole as shown in FIG.

ブレース材2の前面20aには、ボルトBの頭部を収容可能な凹溝21,21が形成されており、同様に、ブレース材2の後面20bには、ボルトBの頭部を収容可能な凹溝22,22が形成されている。前面20aに形成された凹溝21は、ボルトBの頭部を収容可能な幅広部21aと、ボルトBの軸部を挿通可能な幅狭部21bとを備える所謂T溝であって、ボルトBの頭部を抜出し不能に保持する。後面20bに形成された凹溝22も同様である。また、ブレース材2の前面20aおよび後面20bのうち、図1の(a)に示す接続板3,4と接触する接触面には、摩擦面処理が施されている。   The front surface 20a of the brace material 2 is formed with concave grooves 21 and 21 that can accommodate the heads of the bolts B. Similarly, the rear surface 20b of the brace material 2 can accommodate the heads of the bolts B. Concave grooves 22 and 22 are formed. The concave groove 21 formed on the front surface 20a is a so-called T-groove including a wide portion 21a capable of accommodating the head of the bolt B and a narrow portion 21b capable of inserting the shaft portion of the bolt B. Keep the head of the undrawn. The same applies to the groove 22 formed in the rear surface 20b. Moreover, the friction surface process is performed to the contact surface which contacts the connection plates 3 and 4 shown to (a) of FIG. 1 among the front surface 20a and the rear surface 20b of the brace material 2. FIG.

ブレース材2は、図1の(a)に示すように、その一方の端部が枠体1の角部に接続され、他方の端部が枠体1の中央下部に接続されている。具体的に、本実施形態では、ブレース材2の上端部が枠体1の上側の角部(すなわち、縦枠材10Aと上側の横枠材10Bとの交差部)に接続され、ブレース材2の下端部が枠体1の中央下部(すなわち、下側の横枠材10Bの長手方向の中央部)に接続されている。   As shown in FIG. 1A, the brace material 2 has one end connected to the corner of the frame 1 and the other end connected to the center lower portion of the frame 1. Specifically, in the present embodiment, the upper end portion of the brace material 2 is connected to the upper corner portion of the frame body 1 (that is, the intersection of the vertical frame material 10A and the upper horizontal frame material 10B), and the brace material 2 Is connected to the lower center portion of the frame 1 (that is, the central portion in the longitudinal direction of the lower horizontal frame member 10B).

なお、本実施形態においては、ブレース材2の上端部は、枠体1の上側の角部の前面および後面に取り付けられた一対の接続板(以下、「上側接続板」という。)3,3によって保持され、ブレース材2の下端部は、枠体1の中央下部の前面および後面に取り付けられた一対の接続板(以下、「下側接続板」という。)4,4によって保持されている。   In the present embodiment, the upper end portion of the brace material 2 is a pair of connection plates (hereinafter referred to as “upper connection plates”) 3 and 3 attached to the front and rear surfaces of the upper corner of the frame 1. The lower end portion of the brace member 2 is held by a pair of connection plates (hereinafter referred to as “lower connection plates”) 4 and 4 attached to the front and rear surfaces of the center lower portion of the frame body 1. .

上側接続板3は、アルミニウム合金製の板材からなり、図5の(a)に示すように、枠体1の角部に接合されるL字状の第一領域31と、ブレース材2の上端部が接合される第二領域32とを備えている。なお、本実施形態においては、各上側接続板3によって、ブレース材2と枠体1の角部とが連結されるだけでなく、枠体1の上側の角部を形成する縦枠材10Aと横枠材10Bとが連結される。   The upper connection plate 3 is made of an aluminum alloy plate, and as shown in FIG. 5A, an L-shaped first region 31 joined to the corner of the frame 1 and the upper end of the brace material 2. 2nd area | region 32 to which a part is joined. In the present embodiment, not only the brace member 2 and the corner portion of the frame body 1 are connected by the upper connection plates 3, but also the vertical frame member 10A that forms the upper corner portion of the frame body 1 and The horizontal frame member 10B is connected.

上側接続板3の第一領域31は、後記する添接板5(図5の(c)参照)と同じ役割を果たすものであり、枠体1の角部を形成する縦枠材10Aの上端部と上側の横枠材10Bの端部とを跨ぐように添設される。第一領域31には、縦枠材10Aと横枠材10Bとに沿ってL字状に並ぶ複数の枠材取付孔31a,31a,…が形成されている。各枠材取付孔31aには、各枠材10の凹溝11,12(図3の(a)参照)に頭部が収容されたボルトBの軸部が挿通される。なお、第一領域31のうち、枠材10の前面又は後面と接触する接触面(主に、各枠材取付孔31aの周囲)には、摩擦面処理が施されている。   The first region 31 of the upper connection plate 3 plays the same role as the later-described attachment plate 5 (see FIG. 5C), and is the upper end of the vertical frame member 10A that forms the corners of the frame 1. It is attached so that a part and the edge part of the upper side horizontal frame material 10B may be straddled. In the first region 31, a plurality of frame member attachment holes 31a, 31a,... Arranged in an L shape along the vertical frame member 10A and the horizontal frame member 10B are formed. The shaft part of the bolt B in which the head is accommodated in the recessed grooves 11 and 12 (see FIG. 3A) of each frame member 10 is inserted into each frame member attachment hole 31a. In addition, the friction surface process is given to the contact surface (mainly the circumference | surroundings of each frame material attachment hole 31a) which contacts the front surface or rear surface of the frame material 10 among the 1st area | regions 31. FIG.

上側接続板3の第二領域32は、第一領域31の斜め下側に形成されており、第一領域31を枠体1の角部に取り付けたときに、枠体1の内周側に突出する(図1の(a)参照)。第二領域32には、ブレース材2の中心線に沿って二列に配置された複数のブレース取付孔32a,32a,…が形成されている。各ブレース取付孔32aには、各ブレース材2の凹溝21,22(図4の(a)参照)に頭部が収容されたボルトBの軸部が挿通される。なお、第二領域32のうち、ブレース材2の前面又は後面と接触する接触面(主に、各ブレース取付孔32aの周囲)には、摩擦面処理が施されている。   The second region 32 of the upper connecting plate 3 is formed obliquely below the first region 31, and is attached to the inner peripheral side of the frame 1 when the first region 31 is attached to the corner of the frame 1. It protrudes (see (a) of FIG. 1). In the second region 32, a plurality of brace attachment holes 32a, 32a,... Arranged in two rows along the center line of the brace material 2 are formed. The shaft portion of the bolt B in which the head is accommodated in the recessed grooves 21 and 22 (see FIG. 4A) of each brace material 2 is inserted into each brace mounting hole 32a. In the second region 32, the contact surface (mainly around each brace mounting hole 32a) that contacts the front surface or the rear surface of the brace material 2 is subjected to a friction surface treatment.

各下側接続板4は、図5の(b)に示すように、ブレース材2と枠体1の中央下部とを連結するためのものであり、本実施形態では、アルミニウム合金製の板材からなる。より詳細には、各下側接続板4は、下側の横枠材10Bの中央部に接合される横長矩形状を呈する第一領域41と、ブレース材2の下端部が接合される第二領域42とを備えている。   Each lower connection plate 4 is for connecting the brace material 2 and the central lower portion of the frame 1 as shown in FIG. 5 (b). In this embodiment, the lower connection plate 4 is made of an aluminum alloy plate material. Become. More specifically, each of the lower connection plates 4 has a first region 41 having a horizontally long rectangular shape joined to the central portion of the lower lateral frame member 10B and a second portion to which the lower end portion of the brace material 2 is joined. Region 42.

下側接続板4の第一領域41は、下側の横枠材10Bの中央部に添設される。第一領域41には、下側の横枠材10Bに沿って一直線状に並ぶ複数の枠材取付孔41a,41a,…が形成されている。各枠材取付孔41aには、下側の横枠材10Bの凹溝11,12(図3の(a)参照)に頭部が収容されたボルトBの軸部が挿通される。なお、第一領域41のうち、枠材10の前面又は後面と接触する接触面(主に、各枠材取付孔41aの周囲)には、摩擦面処理が施されている。   The first region 41 of the lower connection plate 4 is attached to the central portion of the lower horizontal frame member 10B. In the first region 41, a plurality of frame member attachment holes 41a, 41a,... Aligned in a straight line along the lower horizontal frame member 10B are formed. The shaft portion of the bolt B in which the head is accommodated in the recessed grooves 11 and 12 (see FIG. 3A) of the lower horizontal frame member 10B is inserted into each frame member attachment hole 41a. In addition, the friction surface process is performed to the contact surface (mainly the circumference | surroundings of each frame material attachment hole 41a) which contacts the front surface or rear surface of the frame material 10 among the 1st area | regions 41. FIG.

下側接続板4の第二領域42は、第一領域41の上側に形成されており、第一領域41を枠体1の中央下部に取り付けたときに、枠体1の内周側に突出する(図1の(a)参照)。第二領域42の右側部分および左側部分には、ブレース材2の中心線に沿って二列に配置された複数のブレース取付孔42a,42a,…が形成されている。各ブレース取付孔42aには、各ブレース材2の凹溝21,22(図4の(a)参照)に頭部が収容されたボルトBの軸部が挿通される。なお、第二領域42のうち、ブレース材2の前面又は後面と接触する面(主に、各ブレース取付孔42aの周囲)には、摩擦面処理が施されている。   The second region 42 of the lower connection plate 4 is formed on the upper side of the first region 41, and protrudes to the inner peripheral side of the frame body 1 when the first region 41 is attached to the lower center of the frame body 1. (Refer to FIG. 1A). A plurality of brace attachment holes 42 a, 42 a,... Arranged in two rows along the center line of the brace material 2 are formed in the right and left portions of the second region 42. The shaft portion of the bolt B in which the head is accommodated in the recessed grooves 21 and 22 (see FIG. 4A) of each brace material 2 is inserted into each brace mounting hole 42a. In addition, the friction surface process is given to the surface (mainly the circumference | surroundings of each brace attachment hole 42a) which contacts the front surface or rear surface of the brace material 2 among the 2nd area | regions 42. FIG.

ところで、図1の(a)にも示すように、枠体1を構成する縦枠材10Aと横枠材10Bとは、枠体1の上側の角部においては、前記した上側接続板3を介して互いに連結されているが、枠体1の下側の角部においては、L字状を呈する添接板5を介して互いに連結されている。なお、本実施形態では、各枠材10の前面および後面のそれぞれに添接板5が取り付けられている。   By the way, as shown in FIG. 1A, the vertical frame member 10A and the horizontal frame member 10B constituting the frame body 1 have the above-described upper connection plate 3 at the corners on the upper side of the frame body 1. However, the lower corners of the frame 1 are connected to each other via an attachment plate 5 having an L shape. In the present embodiment, the attachment plate 5 is attached to each of the front surface and the rear surface of each frame member 10.

各添接板5は、図5の(c)に示すように、L字状を呈するアルミニウム合金製の板材からなり、縦枠材10Aの下端部と横枠材10Bの端部とを跨ぐように添設される。各添接板5には、縦枠材10Aと横枠材10Bに沿ってL字状に並ぶ複数の枠材取付孔51a,51a,…が形成されている。各枠材取付孔51aには、各枠材10の凹溝11,12(図3の(a)参照)に頭部が収容されたボルトBの軸部が挿通される。なお、添接板5のうち、枠材10の前面又は後面と接触する接触面(主に、各枠材取付孔51aの周囲)には、摩擦面処理が施されている。   As shown in FIG. 5 (c), each attachment plate 5 is made of an aluminum alloy plate material having an L shape, and straddles the lower end portion of the vertical frame member 10A and the end portion of the horizontal frame member 10B. Will be attached. Each attachment plate 5 is formed with a plurality of frame member mounting holes 51a, 51a,... Arranged in an L shape along the vertical frame member 10A and the horizontal frame member 10B. The shaft part of the bolt B in which the head is accommodated in the recessed grooves 11 and 12 (see FIG. 3A) of each frame member 10 is inserted into each frame member mounting hole 51a. In addition, a friction surface treatment is performed on the contact surface (mainly around each frame material attachment hole 51a) of the attachment plate 5 that contacts the front surface or the rear surface of the frame material 10.

次に、補強架構Hの組立方法の一例を詳細に説明する。なお、補強架構Hは、例えば、工場や施工現場周辺の作業ヤード等で予め組み立てることができる。   Next, an example of a method for assembling the reinforcing frame H will be described in detail. The reinforcing frame H can be assembled in advance in a work yard around a factory or a construction site, for example.

まず、二本のブレース材2のそれぞれにおいて、図6の(b)に示すように、前面の凹溝21,21および後面の凹溝22,22のそれぞれに所定数のボルトB,B,…をその端面側から挿入しておく。同様に、枠体10についても、凹溝11,12(図3の(a)参照)のそれぞれに所定数のボルトB,B,…をその端面側から挿入しておく。なお、ボルトBとしては、せん断力により力を伝達する通常のボルトのほか、摩擦力により力を伝達する高力ボルト(トルシア型を含む)を使用することができる。   First, in each of the two brace members 2, as shown in FIG. 6 (b), a predetermined number of bolts B, B,... Are provided in the front grooves 21 and 21 and the rear grooves 22 and 22, respectively. Is inserted from the end face side. Similarly, with respect to the frame 10, a predetermined number of bolts B, B,... Are inserted into the concave grooves 11 and 12 (see FIG. 3A) from the end face side. In addition, as the bolt B, in addition to a normal bolt that transmits a force by a shearing force, a high-strength bolt (including a Torcia type) that transmits a force by a frictional force can be used.

次に、図6の(a)に示すように、縦枠材10A,10Aおよび横枠材10B,10Bを枠状に配置し、各縦枠材10Aの端部と各横枠材10Bの端部とを突き合わせて枠体1を形成するとともに、枠体1の内周側に二本のブレース材2をV字状に配置する。   Next, as shown to (a) of FIG. 6, vertical frame material 10A, 10A and horizontal frame material 10B, 10B are arrange | positioned at frame shape, the edge part of each vertical frame material 10A, and the end of each horizontal frame material 10B The frame body 1 is formed by abutting the portions, and two brace members 2 are arranged in a V shape on the inner peripheral side of the frame body 1.

続いて、枠体1の上側の角部において、縦枠材10Aの上端部と上側の横枠材10Bの端部とブレース材2の上端部とを挟み込むように一対の上側接続板3,3を配置するとともに、縦枠材10A、横枠材10Bおよびブレース材2のそれぞれに各上側接続板3を接合する。具体的には、例えば、上側接続板3をブレース材2に接合する場合には、図5の(a)にも示すように、ブレース材2の凹溝21,22(図4の(a)参照)から突出するボルトB,B,…の軸部を上側接続板3のブレース取付孔32aに挿通し、各ブレース取付孔32aから突出したボルトBの軸部にナットNを螺合すればよい。   Subsequently, at the upper corner of the frame body 1, the pair of upper connection plates 3, 3 is sandwiched between the upper end of the vertical frame member 10 </ b> A, the end of the upper horizontal frame member 10 </ b> B, and the upper end of the brace member 2. The upper connection plates 3 are joined to the vertical frame member 10A, the horizontal frame member 10B, and the brace member 2, respectively. Specifically, for example, when the upper connecting plate 3 is joined to the brace material 2, as shown in FIG. 5 (a), the concave grooves 21 and 22 of the brace material 2 (FIG. 4 (a)). .. Are inserted into the brace mounting holes 32a of the upper connection plate 3, and nuts N are screwed into the shafts of the bolts B protruding from the brace mounting holes 32a. .

また、枠体1の中央下部においては、図5の(b)に示すように、下側の横枠材10Bの中央部と両ブレース材2,2の下端部とを挟み込むように一対の下側接続板4,4を配置するとともに、横枠材10Bの凹溝11,12(図3の(a)参照)および各ブレース材2の凹溝21,22(図4の(a)参照)から突出するボルトB,B,…を利用して横枠材10Bおよび両ブレース材2,2のそれぞれに下側接続板4を接合する。   Further, in the lower center portion of the frame body 1, as shown in FIG. 5B, a pair of lower portions is provided so as to sandwich the center portion of the lower horizontal frame member 10 </ b> B and the lower end portions of both brace members 2, 2. The side connection plates 4 and 4 are arranged, and the grooves 11 and 12 (see FIG. 3A) of the horizontal frame member 10B and the grooves 21 and 22 of the brace members 2 (see FIG. 4A). The lower connection plate 4 is joined to each of the lateral frame member 10B and the both brace members 2, 2 using bolts B, B,.

さらに、枠体1の下側の角部においては、図5の(c)に示すように、縦枠材10Aの下端部と下側の横枠材10Bの端部とを挟み込むように一対の添接板5,5を配置するとともに、縦枠材10Aおよび横枠材10Bの凹溝11,12(図3の(a)参照)から突出するボルトB,B,…を利用して縦枠材10Aおよび横枠材10Bのそれぞれに各添接板5を接合する。   Further, at the lower corner of the frame 1, as shown in FIG. 5 (c), a pair of so as to sandwich the lower end of the vertical frame member 10 </ b> A and the end of the lower horizontal frame member 10 </ b> B. While arranging the contact plates 5 and 5, the vertical frame is utilized by using bolts B, B,... Each attachment plate 5 is joined to each of the material 10A and the horizontal frame material 10B.

なお、上側接続板3、下側接続板4および添接板5の取付順序を適宜変更してもよいことは言うまでもない。   Needless to say, the mounting order of the upper connection plate 3, the lower connection plate 4, and the attachment plate 5 may be changed as appropriate.

ここで、枠体1の幅寸法および高さ寸法は、既存架構K(図1の(a)参照)の開口部の幅寸法および高さ寸法よりもやや小さくする必要があるが、本実施形態では、各枠材10の凹溝11,12(図3の(a)参照)に保持させたボルトBを、凹溝11,12に沿ってスライドさせることができるので、上側接続板3および添接板5の固定位置を調整することが可能となる。つまり、枠体1の寸法調節を極めて容易に行うことが可能である。さらに、各ブレース材2の凹溝21,22(図4の(a)参照)に保持させたボルトBを、凹溝21,22に沿ってスライドさせることができるので、枠体1の大きさを調節した場合にも、その対応が極めて容易である。   Here, the width dimension and the height dimension of the frame 1 need to be slightly smaller than the width dimension and the height dimension of the opening of the existing frame K (see FIG. 1A). Then, since the bolt B held in the concave grooves 11 and 12 (see FIG. 3A) of each frame member 10 can be slid along the concave grooves 11 and 12, the upper connecting plate 3 and the accessory The fixing position of the contact plate 5 can be adjusted. That is, it is possible to adjust the dimensions of the frame 1 very easily. Further, since the bolt B held in the concave grooves 21 and 22 (see FIG. 4A) of each brace material 2 can be slid along the concave grooves 21 and 22, the size of the frame 1 It is very easy to cope with the adjustment of.

続いて、図1の(a)および(b)を参照しつつ、補強架構Hを既存架構Kの開口部に取り付ける手順を説明する。まず、既存架構Kの開口部に補強架構Hを仮に固定する。なお、補強架構Hは、工場や施工現場の周辺において予め組み立てておき、クレーン等を用いて既存架構Kの開口部に建て込むことになるが、アルミニウム合金を主体とする本実施形態に係る補強架構Hによると、その重量が軽量であるが故に、その運搬や取り回しが容易になり、ひいては、その設置作業を簡易迅速に行うことが可能となる。また、補強架構Hが軽量であるが故に、使用に際して制限の少ない小型のクレーン等を使用して設置作業を行うことも可能となる。   Next, a procedure for attaching the reinforcing frame H to the opening of the existing frame K will be described with reference to FIGS. First, the reinforcing frame H is temporarily fixed to the opening of the existing frame K. The reinforcing frame H is assembled in advance in the vicinity of the factory or the construction site, and is built in the opening of the existing frame K using a crane or the like. The reinforcement according to the present embodiment mainly composed of an aluminum alloy. According to the frame H, since its weight is light, its transportation and handling become easy, and as a result, its installation work can be performed easily and quickly. In addition, since the reinforcing frame H is light, it is possible to perform the installation work using a small crane or the like with few restrictions on use.

なお、既存架構Kの内周面(柱K1の側面および梁K2の上下面)と枠体1の外周面との間に複数のスペーサ(図示略)を介設しておく。   A plurality of spacers (not shown) are interposed between the inner peripheral surface of the existing frame K (the side surfaces of the columns K1 and the upper and lower surfaces of the beam K2) and the outer peripheral surface of the frame body 1.

次に、既存架構Kの内周面と枠体1の外周面との間の空間を塞ぐように型枠(図示略)を設置し、その後、既存架構Kの内周面と枠体1の外周面と型枠とによって囲まれた空間内にグラウト材Gを充填する。グラウト材Gを介して補強架構Hを既存架構Kに一体的に固着する構成を採用すると、既存架構Kの内周面にアンカーボルトを打ち込む必要がないので、建築物を供用しつつこれを補強する場合であっても、発生する騒音や振動が小さく、建築物の居住者や利用者に対して多大な不快感を与えることがない。さらに、アンカーボルトを必要としないので、既存架構Kに損傷を与えることがない。   Next, a mold (not shown) is installed so as to block the space between the inner peripheral surface of the existing frame K and the outer peripheral surface of the frame 1, and then the inner peripheral surface of the existing frame K and the frame 1 The grout material G is filled in the space surrounded by the outer peripheral surface and the mold. If a structure in which the reinforcing frame H is integrally fixed to the existing frame K via the grout material G is adopted, there is no need to drive anchor bolts into the inner peripheral surface of the existing frame K, so that it is reinforced while in service. Even if it does, the noise and vibration which generate | occur | produce are small, and it does not give a great discomfort to the resident and user of a building. Furthermore, since an anchor bolt is not required, the existing frame K is not damaged.

ここで、グラウト材Gの材質は特に限定されるものではないが、例えば、エポキシ樹脂やセメント系の材料を用いることができる。   Here, the material of the grout material G is not particularly limited. For example, an epoxy resin or a cement-based material can be used.

そして、以上のように構成された補強架構Hによれば、これを構成する枠材10およびブレース材2を軽量ながらも強度の高いアルミニウム合金製としたので、鉄骨等を用いた従来の補強架構に比べて既存架構に付加される荷重(補強架構の自重および慣性力)が小さくなる。つまり、この補強架構Hによると、H形鋼などの鉄骨で構成された従来の補強架構に比べて、その実質的な補強効果を向上させることが可能となる。   And according to the reinforcement frame H comprised as mentioned above, since the frame material 10 and the brace material 2 which comprise this were made from the aluminum alloy with high intensity | strength although being lightweight, the conventional reinforcement frame using a steel frame etc. Compared to the above, the load applied to the existing frame (the weight of the reinforcing frame and the inertial force) is reduced. That is, according to this reinforcement frame H, it becomes possible to improve the substantial reinforcement effect compared with the conventional reinforcement frame comprised with steel frames, such as H-section steel.

加えて、アルミニウム合金は、腐食し難いという特性を有していることから、補強架構Hの維持管理も容易になり、さらには、素材自体の色調や質感がインテリアや外装材と調和し易いことから、塗装等を省略することも可能である。また、アルミニウム合金は、リサイクルにも適していることから、補強架構Hを撤去したとしても産業廃棄物にならない、という副次的な効果も期待できる。   In addition, since aluminum alloys have the property of being difficult to corrode, it is easy to maintain and manage the reinforcing frame H, and furthermore, the color tone and texture of the material itself are easily harmonized with the interior and exterior materials. Therefore, painting or the like can be omitted. In addition, since the aluminum alloy is also suitable for recycling, a secondary effect that the aluminum alloy does not become industrial waste even if the reinforcing frame H is removed can be expected.

さらに、各枠材10およびブレース材2を押出形材としたので、その加工精度が高く、加えて、製造コストの低廉化を図ることが可能となる。   Furthermore, since each frame member 10 and the brace member 2 are formed into extruded shapes, the processing accuracy is high, and in addition, the manufacturing cost can be reduced.

また、枠材10として、閉断面を有する押出形材を使用したので、枠体1の構面の面内方向および面外方向のいずれにも座屈し難くなる。また、ブレース材2についても、その断面を閉断面としたので、枠体1の構面の面内方向および面外方向のいずれの方向にも座屈し難い。加えて、ブレース材2を閉断面とすると、すっきりとした外観になるため、無骨な印象を放つH形鋼に比べて、軽快且つ洗練された印象を看者に与えるという効果も期待できる。   Further, since an extruded profile having a closed cross section is used as the frame member 10, it is difficult to buckle in both the in-plane direction and the out-of-plane direction of the frame 1. Further, since the cross section of the brace material 2 is also a closed cross section, it is difficult to buckle in either the in-plane direction or the out-of-plane direction of the frame 1. In addition, when the brace material 2 has a closed cross section, it has a clean appearance. Therefore, an effect of giving a lighter and more refined impression to the viewer can be expected as compared with H-shaped steel that gives a rugged impression.

さらに、上側接続板3、下側接続板4および添接板5の接触面に摩擦面処理を施し、さらに、枠材10およびブレース材2の接触面にも摩擦面処理を施したので、これらを強固に接合することが可能となる。   Further, the friction surface treatment is applied to the contact surfaces of the upper connection plate 3, the lower connection plate 4, and the attachment plate 5, and the friction surfaces are also applied to the contact surfaces of the frame member 10 and the brace member 2. Can be firmly joined.

また、枠材10,10の接合部分は、その前面および後面のそれぞれに上側接続板3あるいは添接板5が添設されているので、その接合強度が高い。同様に、枠体1(枠材10)とブレース材2との接合部分も、その前面および後面のそれぞれに上側接続板3あるいは下側接続板4が添設されているので、その接合強度が高い。   Moreover, since the upper connection plate 3 or the attachment plate 5 is attached to the front and rear surfaces of the joint portions of the frame members 10, 10, the joint strength is high. Similarly, the joint portion between the frame body 1 (frame member 10) and the brace member 2 is also provided with the upper connection plate 3 or the lower connection plate 4 on the front and rear surfaces thereof, so that the joint strength is high. high.

なお、各部材の接合強度は、例えば大地震によるせん断力によって滑りが生じる程度の大きさに設定しておくとよい。このように設定された補強架構Hによると、中小地震によるせん断力が作用した程度では、枠材10とブレース材2との接合部分に滑りが生ずることはないが、その一方で、枠材10の凹溝11,12やブレース材2の凹溝21,22をボルトBがスライドし得る構成であるが故に、大地震によるせん断力が作用した場合には、枠材10同士の接合部分あるいは枠材10とブレース材2との接合部分に滑りが生じることになる。つまり、このような補強架構Hは、中小地震の際には、枠材10およびブレース材2のそれぞれが弾性的に変形することによってせん断力に抵抗し、大地震の際には、枠材10およびブレース材2の弾性的な変形に加えて、それらの接合部分が弾塑性的に変形(変位)することによって地震エネルギーを吸収する。そして、このような補強架構Hによれば、その接合部分の弾塑性的な変形(変位)によって枠材10やブレース材2へ必要以上に大きな荷重が作用することが回避されるので、枠材10やブレース材2の強度の低下を最小限にすることが可能となる。   In addition, it is good to set the joining strength of each member to the magnitude | size which a slip | slip produces by the shear force by a big earthquake, for example. According to the reinforcing frame H set in this way, the joint portion between the frame member 10 and the brace member 2 does not slip to the extent that the shearing force due to the small and medium earthquake acts, but on the other hand, the frame member 10 Since the bolt B can slide in the concave grooves 11 and 12 of the brace material 2 and the concave grooves 21 and 22 of the brace material 2, when a shearing force due to a large earthquake acts, Slip occurs at the joint between the material 10 and the brace material 2. That is, such a reinforcing frame H resists the shearing force by elastically deforming each of the frame member 10 and the brace member 2 in the case of a small and medium earthquake, and in the case of a large earthquake, the frame member 10. In addition to elastic deformation of the brace material 2, seismic energy is absorbed by deformation (displacement) of the joint portion thereof in an elastic-plastic manner. And, according to such a reinforcing frame H, it is possible to avoid an unnecessarily large load from acting on the frame member 10 and the brace member 2 due to the elastic-plastic deformation (displacement) of the joint portion. 10 and brace material 2 can be minimized in strength.

なお、補強架構Hを構成する各部材の寸法・形状を、変更しても差し支えない。例えば、図7に示すように、サッシSと垂壁Wとを支持するための支持部15を枠材10(図7では横枠材10B)に設けてもよい。なお、図示のものでは、支持部15にフレーム材16が接合されており、このフレーム材16を介して、サッシSの下枠と垂壁Wが支持部15に支持されている。また、図中の符号Cは、枠材10を覆い隠すカバーである。   It should be noted that the dimensions and shapes of the members constituting the reinforcing frame H may be changed. For example, as shown in FIG. 7, a support portion 15 for supporting the sash S and the hanging wall W may be provided on the frame member 10 (the horizontal frame member 10 </ b> B in FIG. 7). In the illustrated example, the frame member 16 is joined to the support portion 15, and the lower frame and the hanging wall W of the sash S are supported by the support portion 15 through the frame member 16. Reference symbol C in the figure is a cover that covers the frame material 10.

支持部15は、横枠材10Bの前面側の下端部分から前方に向かって張り出しており、その先端部が横U字形状を呈している。   The support portion 15 protrudes forward from the lower end portion on the front surface side of the horizontal frame member 10B, and the tip portion thereof has a horizontal U-shape.

フレーム材16は、アルミニウム合金製の押出形材からなり、ホロー部16aと、ホロー部16aの後面に突設され、支持部15に係合する係合部16bと、ホロー部16aの下面に突設された取付部16cとを備えている。   The frame material 16 is made of an aluminum alloy extruded shape, and protrudes from the hollow portion 16a, the rear surface of the hollow portion 16a, engages with the support portion 15, and protrudes from the lower surface of the hollow portion 16a. And a mounting portion 16c provided.

そして、フレーム材16のホロー部16aの上面にサッシSの下枠を固定するとともに、取付部16cに垂壁Wとなるパネル材を固定したうえで、フレーム材16の係合部16bを枠材10の支持部15に係合させ、図示せぬビス等の固着具で固定するだけで、サッシSと垂壁Wを取り付けることができる。   And while fixing the lower frame of the sash S to the upper surface of the hollow part 16a of the frame material 16, and fixing the panel material used as the hanging wall W to the attaching part 16c, the engaging part 16b of the frame material 16 is used as the frame material. The sash S and the hanging wall W can be attached simply by engaging with the support portion 15 of the ten and fixing with a fixing tool such as a screw (not shown).

なお、フレーム材16を省略し、サッシS等を直に支持部15に固定する構成であっても勿論差し支えない。   Of course, the frame material 16 may be omitted and the sash S or the like may be directly fixed to the support portion 15.

また、支持部15の形状も、図示のものに限定されることはなく、適宜変更しても差し支えない。   Further, the shape of the support portion 15 is not limited to the illustrated one, and may be changed as appropriate.

さらに、図示は省略するが、横枠材10Bの支持部15と同様の支持部を縦枠材10Aに設けてもよい。   Furthermore, although illustration is omitted, a support portion similar to the support portion 15 of the horizontal frame member 10B may be provided in the vertical frame member 10A.

また、本実施形態では、閉断面の枠材10を使用した枠体1を例示したが、図8の(a)に示す開断面の枠材60を使用して枠体1(図1の(a)参照)を構成してもよい。この枠材60は、既存架構Kの内周面と対峙するウェブ61と、このウェブ61から起立する一対のフランジ62,62とを備えており、さらに、各フランジ62の先端部には、他方のフランジ62に向かって張り出すリブ63が形成されていて、全体として略C字形状を呈している。   Moreover, in this embodiment, although the frame 1 using the frame material 10 of a closed cross section was illustrated, using the frame material 60 of the open cross section shown to (a) of FIG. a) see) may be configured. The frame member 60 includes a web 61 that faces the inner peripheral surface of the existing frame K, and a pair of flanges 62, 62 that stand up from the web 61. A rib 63 projecting toward the flange 62 is formed, and has a substantially C-shape as a whole.

各フランジ62には、その両端部のそれぞれにボルトBの軸部が挿通される複数のボルト挿通孔62aが形成されている。なお、下側接続板4(図1の(a)参照)が接合される枠材60については、図示は省略するが、各フランジ62の長手方向の中央部にも複数のボルト挿通孔が形成されている。   Each flange 62 is formed with a plurality of bolt insertion holes 62a through which the shaft portions of the bolts B are inserted at both ends thereof. In addition, although illustration is abbreviate | omitted about the frame material 60 to which the lower side connection board 4 (refer Fig.1 (a)) is joined, a some bolt insertion hole is formed also in the center part of the longitudinal direction of each flange 62. Has been.

ここで、枠材60同士は、その前面および後面に取り付けた上側接続板3(図1の(a)参照)又は添接板5を利用して連結することができるが、この場合には、各枠材60の溝の内部(各フランジ62の内側)に、その一方の枠材60の端部と他方の枠材60の端部とを跨ぐように補強板7を添設してもよい。つまり、補強板7と上側接続板3とによって、あるいは補強板7と添接板5とによって一方の枠材60のフランジ62と他方の枠材60のフランジ62とを挟持してもよい。   Here, the frame members 60 can be connected to each other using the upper connection plate 3 (see FIG. 1A) or the attachment plate 5 attached to the front and rear surfaces. In this case, The reinforcing plate 7 may be attached inside the groove of each frame member 60 (inside each flange 62) so as to straddle the end portion of the one frame member 60 and the end portion of the other frame member 60. . That is, the flange 62 of one frame member 60 and the flange 62 of the other frame member 60 may be sandwiched between the reinforcing plate 7 and the upper connection plate 3 or between the reinforcing plate 7 and the attachment plate 5.

補強板7は、図5の(c)に示す添接板5と同様の形態を備えており、図示は省略するが、L字状を呈するアルミニウム合金製の板材からなり、枠材60との接触面には、摩擦面処理が施されている。なお、補強板7にも、L字状に並ぶ複数の枠材取付孔71aが形成されている。   The reinforcing plate 7 has the same form as the attachment plate 5 shown in FIG. 5C and is not shown, but is made of an aluminum alloy plate material having an L shape, The contact surface is subjected to a friction surface treatment. The reinforcing plate 7 is also formed with a plurality of frame member mounting holes 71a arranged in an L shape.

そして、枠材60同士を連結するには、例えば、枠体1(図1の(a)参照)の下側の角部であれば、枠材60の端部を挟み込むように添接板5,5を配置し、さらに、枠材60の溝の内部に補強板7を配置したうえで、枠材60の溝の内部から補強板7の枠材取付孔71a、枠材60のボルト挿通孔62aおよび添接板5の枠材取付孔51aにボルトBを挿通し、添接板5の枠材取付孔51aから突出したボルトBの軸部にナットNを螺合すればよい。枠体1(図1の(a)参照)の上側の角部を形成する枠材60同士を上側接続板3(図1の(a)参照)と補強板7とで連結する場合も同様である。   In order to connect the frame members 60 to each other, for example, in the case of the lower corner portion of the frame body 1 (see FIG. 1A), the attachment plate 5 so as to sandwich the end portion of the frame member 60. , 5 and further, the reinforcing plate 7 is arranged inside the groove of the frame member 60, the frame member mounting hole 71 a of the reinforcing plate 7 and the bolt insertion hole of the frame member 60 from the inside of the groove of the frame member 60. The bolt B may be inserted into the frame material mounting hole 51a of the 62a and the attachment plate 5, and the nut N may be screwed into the shaft portion of the bolt B protruding from the frame material attachment hole 51a of the attachment plate 5. The same applies when the frame members 60 forming the upper corners of the frame body 1 (see FIG. 1A) are connected to each other by the upper connecting plate 3 (see FIG. 1A) and the reinforcing plate 7. is there.

また、ブレース材2は、閉断面を有するものであれば、図示のものに限定されることはなく、例えば、図8の(b)に示すブレース材8のように、矩形断面を有するものを使用してもよく、さらには、図示は省略するが、多角形断面や円形断面を有するものを使用してもよい。   Further, the brace material 2 is not limited to the illustrated one as long as it has a closed cross section, and for example, a brace material having a rectangular cross section, such as the brace material 8 shown in FIG. Furthermore, although illustration is abbreviate | omitted, you may use what has a polygonal cross section and a circular cross section.

(a)は本発明に係る補強架構の使用状態を示す斜視図、(b)は(a)の一部を拡大した斜視図である。(A) is a perspective view which shows the use condition of the reinforcement frame which concerns on this invention, (b) is the perspective view which expanded a part of (a). 本発明に係る補強架構の正面図である。It is a front view of the reinforcement frame which concerns on this invention. (a)は図2のX1−X1断面図、(b)は図2のX2−X2断面図である。(A) is X1-X1 sectional drawing of FIG. 2, (b) is X2-X2 sectional drawing of FIG. (a)は図2のY1−Y1断面図、(b)は図2のY2−Y2断面図である。(A) is Y1-Y1 sectional drawing of FIG. 2, (b) is Y2-Y2 sectional drawing of FIG. (a)は枠体の上側の角部における分解斜視図、(b)は枠体の中央下部における分解斜視図、(c)は枠体の下側の角部における分解斜視図である。(A) is an exploded perspective view in the upper corner of the frame, (b) is an exploded perspective in the lower center of the frame, and (c) is an exploded perspective in the lower corner of the frame. (a)は補強架構の組立手順を説明する分解斜視図、(b)はブレース材の端部Zを拡大した斜視図である。(A) is an exploded perspective view explaining the assembly procedure of a reinforcement frame, (b) is the perspective view which expanded the edge part Z of the brace material. 枠材の変形例を示す断面図である。It is sectional drawing which shows the modification of a frame material. (a)は枠材の他の変形例を示す断面図、(b)はブレース材の変形例を示す断面図である。(A) is sectional drawing which shows the other modification of a frame material, (b) is sectional drawing which shows the modification of a brace material.

符号の説明Explanation of symbols

1 枠体
10 枠材
10A 縦枠材
10B 横枠材
11,12 凹溝
2 ブレース材
21,22 凹溝
3 上側接続板(接続板)
4 下側接続板(接続板)
5 添接板


DESCRIPTION OF SYMBOLS 1 Frame 10 Frame material 10A Vertical frame material 10B Horizontal frame material 11,12 Concave groove 2 Brace material 21,22 Concave groove 3 Upper connection plate (connection plate)
4 Lower connection plate (connection plate)
5 Attachment plate


Claims (7)

既存架構の開口部にグラウト材を介して固着される枠体と、
当該枠体の構面内に配置されるブレース材とを備える補強架構であって、
前記枠体は、アルミニウム合金製の押出形材からなる複数の枠材を矩形枠状に組み合わせて構成されており、
前記ブレース材は、閉断面を有するアルミニウム合金製の押出形材からなり、
前記枠材の前面および後面に取り付けられた一対の接続板によって前記ブレース材の端部が保持されていることを特徴とする補強架構。
A frame fixed to the opening of the existing frame via a grout material;
A reinforcing frame comprising a brace material disposed within the frame surface;
The frame is configured by combining a plurality of frame members made of an extruded shape made of aluminum alloy into a rectangular frame shape,
The brace material is made of an extruded shape made of an aluminum alloy having a closed cross section,
An end of the brace material is held by a pair of connecting plates attached to the front and rear surfaces of the frame material.
前記ブレース材の前面および後面には、その長手方向に沿って、ボルトの頭部を収容可能な凹溝が形成されており、当該凹溝に頭部が収容されたボルトとその軸部に螺合するナットとによって前記各接続板が前記ブレース材に固定されていることを特徴とする請求項に記載の補強架構。 The front and rear surfaces of the brace material are formed with concave grooves that can accommodate the heads of the bolts along the longitudinal direction thereof, and the bolts having the heads accommodated in the concave grooves and the shafts thereof are screwed. The reinforcing frame according to claim 1 , wherein each connection plate is fixed to the brace material by a nut to be joined. 前記各枠材は、閉断面を有し、
前記各枠材の前面および後面には、その長手方向に沿って、ボルトの頭部を収容可能な凹溝が形成されており、当該凹溝に頭部が収容されたボルトとその軸部に螺合するナットとによって前記各接続板が前記枠材に固定されていることを特徴とする請求項又は請求項に記載の補強架構。
Each of the frame members has a closed cross section,
The front and rear surfaces of each frame member are formed with concave grooves that can accommodate the heads of the bolts along the longitudinal direction thereof, and the bolts and the shafts in which the heads are accommodated in the concave grooves. The reinforcing frame according to claim 1 or 2 , wherein each connection plate is fixed to the frame member by a nut to be screwed together.
前記枠体の角部を形成する前記枠材同士は、その一方の端部と他方の端部とを跨ぐように取り付けられた添接板を介して互いに連結されており、
前記枠材の凹溝に頭部が収容されたボルトとその軸部に螺合するナットとによって前記添接板が前記枠材に固定されていることを特徴とする請求項に記載の補強架構。
The frame members forming the corners of the frame body are connected to each other via an attachment plate attached so as to straddle one end portion and the other end portion,
4. The reinforcement according to claim 3 , wherein the attachment plate is fixed to the frame member by a bolt having a head accommodated in the groove of the frame member and a nut screwed to the shaft portion thereof. Frame.
前記各枠材の前記既存架構と対峙する面には、その長手方向に沿って、複数の凸条が形成されていることを特徴とする請求項1乃至請求項のいずれか一項に記載の補強架構。 The surface facing the said existing frame of each said frame material is formed with the some protruding item | line along the longitudinal direction, The Claim 1 thru | or 4 characterized by the above-mentioned. Reinforced frame. 前記複数の枠材の少なくとも一つに、サッシ、腰壁および垂壁の少なくとも一つを支持するための支持部が設けられていることを特徴とする請求項1乃至請求項のいずれか一項に記載の補強架構。 At least one of said plurality of frame members, a sash, any one of claims 1 to 5, characterized in that the support portion for supporting at least one spandrel and vertical wall is provided one Reinforcement frame as described in section. 既存架構の開口部にグラウト材を介して固着される枠体と、
当該枠体の構面内に配置されるブレース材とを備える補強架構であって、
前記枠体は、アルミニウム合金製の押出形材からなる複数の枠材を矩形枠状に組み合わせて構成されており、
前記ブレース材は、閉断面を有するアルミニウム合金製の押出形材からなり、
前記複数の枠材の少なくとも一つに、サッシ、腰壁および垂壁の少なくとも一つを支持するための支持部が設けられていることを特徴とする補強架構。
A frame fixed to the opening of the existing frame via a grout material;
A reinforcing frame comprising a brace material disposed within the frame surface;
The frame is configured by combining a plurality of frame members made of an extruded shape made of aluminum alloy into a rectangular frame shape,
The brace material is made of an extruded shape made of an aluminum alloy having a closed cross section,
A reinforcing frame for supporting at least one of a sash, a waist wall, and a vertical wall on at least one of the plurality of frame members.
JP2004356176A 2004-12-09 2004-12-09 Reinforced frame Active JP4203466B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004356176A JP4203466B2 (en) 2004-12-09 2004-12-09 Reinforced frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004356176A JP4203466B2 (en) 2004-12-09 2004-12-09 Reinforced frame

Publications (2)

Publication Number Publication Date
JP2006161456A JP2006161456A (en) 2006-06-22
JP4203466B2 true JP4203466B2 (en) 2009-01-07

Family

ID=36663779

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004356176A Active JP4203466B2 (en) 2004-12-09 2004-12-09 Reinforced frame

Country Status (1)

Country Link
JP (1) JP4203466B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008105232A (en) * 2006-10-24 2008-05-08 Taisei Plas Co Ltd Frame member of aluminum alloy and its manufacturing method
JP4966802B2 (en) * 2007-09-27 2012-07-04 株式会社住軽日軽エンジニアリング Junction structure

Also Published As

Publication number Publication date
JP2006161456A (en) 2006-06-22

Similar Documents

Publication Publication Date Title
JP4095946B2 (en) Joint structure of wood members
JP2007239388A (en) Fitting for constructing dome and dome construction method
JP2008002091A (en) Aseismatic reinforcing method and reinforcing piece
JP4203466B2 (en) Reinforced frame
JP5967438B2 (en) Brace seismic reinforcement structure
JP4270380B2 (en) Seismic reinforcement structure and method for wooden frame houses
JP4853422B2 (en) Gate frame with connection of composite beams and wooden columns
JP4945428B2 (en) Reinforced structure
JP2007177574A (en) Antiseismic wall and antiseismic reinforcement method
CN111005480B (en) To tight assembly type wallboard integrated configuration
JP4630140B2 (en) Damping device mounting structure and mounting method
JP2018104884A (en) Reinforcing structure and reinforcing method of building
JP6553003B2 (en) Damping wall structure for reinforcement
JP5142575B2 (en) Seismic reinforcement method for wooden buildings and wooden buildings
JP2008025096A (en) Framework-furring strip integrated structure of steel-frame building
JP2006249799A (en) Aseismatic reinforcing member for wooden building
JP2002106067A (en) Bracing panel and construction method of wooden framework building using the same
JP2948716B2 (en) Wooden frame panel structure
JP5650383B2 (en) Multistage braided joint shaft
JP4414267B2 (en) Spacer mounting structure
JP2740562B2 (en) Wall panels
JP3156978U (en) Wooden frame used for building
JP2001090191A (en) Aseismic reinforcing structure
JPH08302817A (en) Framework fixing structure
JP6527845B2 (en) Construction method of reinforcement wall

Legal Events

Date Code Title Description
A625 Written request for application examination (by other person)

Free format text: JAPANESE INTERMEDIATE CODE: A625

Effective date: 20061225

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080804

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080812

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080908

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20081007

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20081010

R150 Certificate of patent or registration of utility model

Ref document number: 4203466

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121017

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131017

Year of fee payment: 5

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350