JP2003293595A - Reinforcing structure for existing wooden building - Google Patents

Reinforcing structure for existing wooden building

Info

Publication number
JP2003293595A
JP2003293595A JP2002098543A JP2002098543A JP2003293595A JP 2003293595 A JP2003293595 A JP 2003293595A JP 2002098543 A JP2002098543 A JP 2002098543A JP 2002098543 A JP2002098543 A JP 2002098543A JP 2003293595 A JP2003293595 A JP 2003293595A
Authority
JP
Japan
Prior art keywords
existing
wooden building
reinforcing
existing wooden
foundation
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.)
Pending
Application number
JP2002098543A
Other languages
Japanese (ja)
Inventor
Reiji Tanaka
礼治 田中
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2002098543A priority Critical patent/JP2003293595A/en
Publication of JP2003293595A publication Critical patent/JP2003293595A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing structure for an existing wooden building, which reinforces the existing wooden building by means of reinforcing members, and positively transmits a force borne by the reinforcing members to a foundation of the building. <P>SOLUTION: According to the reinforcing structure, the reinforcing members 51, 52 are attached to existing members 13, 14 of the existing wooden building 1, 2 or 3, such as a ground sill, a column, a girth, a pole plate and a beam, and both the existing members 13, 14 and the reinforcing members 51, 52 are fixed to the foundation 11 via connecting members 53, 59. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、軸組工法などによ
る既存木造建物の耐震性能、並びに鉛直荷重に対する性
能を高めるための、既存木造建物の補強構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced structure of an existing wooden building for improving the seismic resistance of the existing wooden building by a frame construction method and the like, and the performance against a vertical load.

【0002】[0002]

【従来の技術】従来、軸組工法などによる既存木造建物
の補強を行う際には、建物の外壁材又は内壁材や床・天
井材などを除去したのち、土台、柱、胴差、軒桁、梁な
どの既存部材に筋違や構造用合板などの補強材を取り付
けて耐力壁の性能向上を図っている。これらの補強材
は、既存部材に取り付けられており、補強材が負担する
力は、既存部材を介して基礎に伝達されることになる。
ここで、既存部材は老朽化していることがあり、その全
てが力学性能を十分に発揮できないことがある。この結
果、補強材が負担する力が、既存部材を通じて基礎まで
確実に伝達されない恐れがある。つまり、補強材が負担
する力が基礎まで伝達されない限り、補強材がその役割
を十分に果たしたとは言えない。
2. Description of the Related Art Conventionally, when reinforcing an existing wooden building by a frame construction method or the like, after removing the outer wall material or inner wall material of the building and floor / ceiling materials, the foundation, columns, body gaps, eaves girders, etc. The existing members such as beams are attached with reinforcements such as braces and structural plywood to improve the performance of the bearing wall. These reinforcing members are attached to the existing member, and the force that the reinforcing member bears is transmitted to the foundation through the existing member.
Here, the existing members may be deteriorated, and all of them may not be able to sufficiently exhibit mechanical performance. As a result, the force carried by the reinforcing member may not be reliably transmitted to the foundation through the existing member. In other words, it cannot be said that the reinforcing material has sufficiently fulfilled its role unless the force that the reinforcing material bears is transmitted to the foundation.

【0003】[0003]

【発明が解決しようとする課題】本発明の課題は、補強
材によって既存の木造建物を補強する際に、補強材の負
担する力を基礎まで確実に伝達することのできる、既存
木造建物の補強構造を提供することである。
DISCLOSURE OF THE INVENTION An object of the present invention is to reinforce an existing wooden building that can reliably transmit the force borne by the reinforcing material to the foundation when reinforcing the existing wooden building with the reinforcing material. Is to provide the structure.

【0004】[0004]

【課題を解決するための手段】請求項1に記載の発明で
ある既存建物の補強構造は、例えば図1〜図3に示すよ
うに、既存木造建物の構造部材を含む既存部材(土台1
3,柱14,筋違16,胴差、軒桁、梁(図示省略)な
ど)に補強材(構造用合板)51,(枠材)52が取り
付けられ、この既存部材13,14,16と補強材5
1,52との双方が連結材(金属板)53,(連続繊維
補強材)59を介して基礎(布基礎)11に固定されて
いることを特徴とする。
The reinforcing structure of an existing building according to the invention of claim 1 is an existing member including a structural member of an existing wooden building (base 1 as shown in FIGS. 1 to 3, for example).
3, pillars 14, braces 16, body differences, eaves girders, beams (not shown), etc., with reinforcing members (structural plywood) 51, (frame members) 52 attached, and existing members 13, 14, 16 and Reinforcement material 5
Both 1, 1 and 52 are fixed to the foundation (cloth foundation) 11 via connecting materials (metal plate) 53, (continuous fiber reinforcing material) 59.

【0005】請求項1に記載の発明によれば、既存部材
と、これに取り付けられた補強材とが、それぞれ連結材
を介して基礎に固定されているので、既存部材と補強材
とが負担する力を、それぞれ連結材を介して直接に基礎
へと伝達させることができる。つまり、建物に作用する
鉛直荷重と水平荷重とに対する抵抗耐力を増強すること
ができる。したがって、老朽化した既存木造建物の既存
部材が部分的に劣化していても、この劣化部位の既存部
材に取り付けられた補強材が負担する力を、連結材を通
じて基礎まで確実に伝達させることができる。つまり、
補強材による既存木造建物の補強性能が損なわれること
がない。
According to the first aspect of the present invention, the existing member and the reinforcing member attached to the existing member are fixed to the foundation through the connecting members, respectively, so that the existing member and the reinforcing member bear the burden. The forces exerted by each can be transmitted directly to the foundation via the respective connecting members. That is, it is possible to increase the resistance and proof strength against the vertical load and the horizontal load acting on the building. Therefore, even if the existing members of the existing wooden building that have deteriorated are partially deteriorated, the force borne by the reinforcing material attached to the existing members of this deteriorated part can be reliably transmitted to the foundation through the connecting material. it can. That is,
The reinforcing performance of the existing wooden building is not impaired by the reinforcing material.

【0006】請求項2に記載の発明は、例えば図1〜図
3に示すように、請求項1に記載の既存木造建物の補強
構造において、前記既存木造建物は、軸組工法で構築さ
れたものであって、前記基礎11の上方に位置する土台
13と、柱14と、胴差、軒桁、梁のいずれかとからな
る枠体の内周面または側面に、平板状の補強材51、ま
たは枠材52の側面に平板51を貼りつけてなるパネル
状の前記補強材が取り付けられていることを特徴とす
る。
The invention according to claim 2 is, for example, as shown in FIGS. 1 to 3, in the reinforcing structure of the existing wooden building according to claim 1, the existing wooden building is constructed by a frame construction method. The base 13, which is located above the foundation 11, the pillars 14, and the plate-shaped reinforcing member 51 on the inner peripheral surface or the side surface of the frame body that is formed of any one of the body difference, the eaves girder, and the beam. Alternatively, it is characterized in that the panel-shaped reinforcing member formed by sticking the flat plate 51 is attached to the side surface of the frame member 52.

【0007】請求項2に記載の発明によれば、請求項1
に記載の発明と同様の効果が得られるとともに、前記基
礎の上方に位置する土台と、柱と、胴差、軒桁、梁のい
ずれかとからなる枠体の内周面または側面に、平板状の
補強材、または枠材の側面に平板を貼りつけてなるパネ
ル状の補強材が取り付けられているので、既存木造建物
に備えられた既存部材を生かしつつ、既存木造建物を効
果的に補強することができる。
According to the invention described in claim 2, claim 1
The same effect as that of the invention described in 1) is obtained, and a flat plate is formed on the inner peripheral surface or the side surface of the frame body composed of the base located above the foundation, the pillar, and the body difference, eaves girder, or beam. Since the reinforcing material of the above, or the panel-shaped reinforcing material made by pasting a flat plate on the side surface of the frame material is attached, the existing wooden building can be effectively reinforced while making the most of the existing members provided in the existing wooden building. be able to.

【0008】請求項3に記載の発明は、例えば図1に示
すように、請求項2に記載の既存木造建物の補強構造に
おいて、前記基礎11の上方に位置する土台13と、柱
14と、胴差、間柱、軒桁、梁のいずれかとからなる枠
体の内周面または側面に前記平板状の補強材51が複数
枚取り付けられているか、または前記パネル状の補強材
の枠材52の両側面に平板51が貼り付けられており、
前記平板状の補強材または前記平板51は、互いに離れ
た状態でその間に空隙を形成するように配置され、この
空隙には硬化性を持つ充填材からなる補強材50が充填
されていることを特徴とする。ここで、硬化性を持つ充
填材とは、例えばコンクリートや、エポキシ樹脂をはじ
めとする時間硬化性樹脂などのことを指す。
The invention according to claim 3 is, for example, as shown in FIG. 1, in the reinforcing structure of the existing wooden building according to claim 2, a base 13 located above the foundation 11 and a pillar 14, A plurality of the flat plate-shaped reinforcing members 51 are attached to the inner peripheral surface or the side surface of the frame body formed of any of the body difference, studs, eaves girders, and beams, or the frame member 52 of the panel-shaped reinforcing member. Flat plates 51 are attached to both sides,
The flat plate-like reinforcing material or the flat plate 51 is arranged so as to be separated from each other so as to form a void therebetween, and the void is filled with the reinforcing material 50 made of a curable filler. Characterize. Here, the filler having curability refers to, for example, concrete or time-curable resin such as epoxy resin.

【0009】請求項3に記載の発明によれば、請求項2
に記載の発明と同様の効果が得られるとともに、前記平
板状の補強材または前記平板は、互いに離れた状態でそ
の間に空隙を形成するように配置され、この空隙には硬
化性を持つ充填材からなる補強材が充填されているの
で、既存木造建物の補強度を高めることができる。
According to the invention of claim 3, claim 2
In addition to obtaining the same effect as the invention described in, the flat plate-shaped reinforcing material or the flat plate is arranged so as to form a void therebetween in a state of being separated from each other, and the void has a curable filler. Since it is filled with the reinforcing material consisting of, it is possible to increase the degree of reinforcement of the existing wooden building.

【0010】請求項4に記載の発明は、例えば図1、図
2に示すように、請求項1〜3のいずれかに記載の既存
木造建物の補強構造において、前記連結材53は金属板
であることを特徴とする。ここで、上記金属板として
は、鋼板、アルミニウム板、ステンレス板などを用いる
ことが可能であるが、耐候性能が良好な素材からなるも
のを用いるのが好ましい。また、上記連結材と基礎との
間に施工誤差などによる隙間が生じる場合には、この隙
間にモルタルやエポキシ樹脂などの充填材を詰めても良
い。
The invention according to claim 4 is, for example, as shown in FIGS. 1 and 2, in the reinforcing structure for an existing wooden building according to any one of claims 1 to 3, wherein the connecting member 53 is a metal plate. It is characterized by being. Here, a steel plate, an aluminum plate, a stainless plate, or the like can be used as the metal plate, but it is preferable to use a metal plate made of a material having good weather resistance. Further, when a gap is created between the connecting member and the foundation due to a construction error or the like, the gap may be filled with a filler such as mortar or epoxy resin.

【0011】請求項4に記載の発明によれば、請求項1
〜3のいずれかに記載の発明と同様の効果が得られると
ともに、既存部材および補強材と基礎とを連結する連結
材が金属板であるので、既存木造建物の既存部材および
補強材と連結材とが重なり合う面積と、基礎と連結材と
が重なりあう面積とを適切に設定することにより、既存
木造建物の土台より上方の上部構造と基礎との間で、力
を確実に伝達することができる。また、連結材が板状の
部材であるので、既存木造建物の補強構造の仕上面が、
既存木造建物の仕上面から外側にほとんど突出すること
がない。
According to the invention of claim 4, claim 1
The effect similar to that of the invention described in any one of 1 to 3 is obtained, and since the connecting member that connects the existing member and the reinforcing member to the foundation is a metal plate, the existing member and the reinforcing member and the connecting member of the existing wooden building are connected. By properly setting the area where and overlap and the area where the foundation and the connecting material overlap, the force can be reliably transmitted between the superstructure above the foundation of the existing wooden building and the foundation. . Also, since the connecting material is a plate-shaped member, the finishing surface of the reinforcing structure of the existing wooden building is
Almost no outward protrusion from the finished surface of an existing wooden building.

【0012】請求項5に記載の発明は、例えば図3に示
すように、請求項1〜3のいずれかに記載の既存木造建
物の補強構造において、前記連結材59は連続繊維補強
材であることを特徴とする。ここで、連続繊維補強材と
は、構造物を補強するために用いられる連続した繊維の
総称であって、具体例として、炭素繊維、アラミド繊
維、ガラス繊維などがある(土木学会:『コンクリート
・ライブラリー第88号−連続繊維補強材を用いた構造
物の設計・施工指針(案)』(丸善、1996)、p.
1)。また、上記連結材と基礎との間に施工誤差などに
よる隙間が生じる場合には、この隙間にモルタルやエポ
キシ樹脂などの充填材を詰めても良い。
The invention according to claim 5 is, for example, as shown in FIG. 3, in the reinforcing structure of the existing wooden building according to any one of claims 1 to 3, the connecting material 59 is a continuous fiber reinforcing material. It is characterized by Here, the continuous fiber reinforcing material is a general term for continuous fibers used to reinforce a structure, and specific examples thereof include carbon fiber, aramid fiber, glass fiber, etc. Library No. 88-Guidelines for Design and Construction of Structures Using Continuous Fiber Reinforcement (Draft) "(Maruzen, 1996), p.
1). Further, when a gap is created between the connecting member and the foundation due to a construction error or the like, the gap may be filled with a filler such as mortar or epoxy resin.

【0013】請求項5に記載の発明によれば、既存部材
および補強材と基礎とを連結する連結材が連続繊維補強
材であるので、請求項4に記載の発明と同様の効果が得
られる。また、連結材が連続繊維補強材からなるので、
軽量で施工性が良くなる。
According to the invention of claim 5, since the connecting member for connecting the existing member and the reinforcing material to the foundation is a continuous fiber reinforcing material, the same effect as that of the invention of claim 4 can be obtained. . Also, since the connecting material is made of continuous fiber reinforcement,
Lightweight and easy to work with.

【0014】請求項6に記載の発明は、請求項1〜5の
いずれかに記載の既存木造建物の補強構造において、前
記連結材53,59は、釘54,55、ボルトまたはネ
ジにより前記既存部材13,14,16と前記補強材5
1,52とに固定されていることを特徴とする。
According to a sixth aspect of the present invention, in the reinforcing structure for an existing wooden building according to any one of the first to fifth aspects, the connecting members 53 and 59 are the existing members using nails 54 and 55, bolts or screws. Members 13, 14, 16 and the reinforcing member 5
It is characterized by being fixed to 1, 52.

【0015】請求項6に記載の発明によれば、請求項1
〜5のいずれかに記載の発明と同様の効果が得られると
ともに、連結材が釘、ボルトまたはネジにより既存部材
および補強材とに固定されているので、既存部材および
補強材から連結材を介して基礎へと、力を円滑に伝達さ
せることができる。
According to the invention of claim 6, claim 1
The effect similar to the invention described in any one of to 5 is obtained, and since the connecting member is fixed to the existing member and the reinforcing member by the nail, the bolt, or the screw, the existing member and the reinforcing member are connected via the connecting member. The force can be smoothly transmitted to the foundation.

【0016】請求項7に記載の発明は、請求項1〜6の
いずれかに記載の既存木造建物の補強構造において、前
記連結材53,59は、アンカーボルト56,(あと施
工アンカーボルト)56Aにより前記基礎11に固定さ
れていることを特徴とする。ここで、アンカーボルトと
は、あと施工アンカーボルトを含む。
The invention according to claim 7 is the reinforcing structure for an existing wooden building according to any one of claims 1 to 6, wherein the connecting members 53, 59 are anchor bolts 56, (post-installed anchor bolts) 56A. Is fixed to the foundation 11 by means of. Here, the anchor bolt includes a post-installed anchor bolt.

【0017】請求項7に記載の発明によれば、請求項1
〜6のいずれかに記載の発明と同様の効果が得られると
ともに、連結材がアンカーボルトにより基礎に固定され
ているので、既存部材および補強材から連結材を介して
基礎へと、力を円滑に伝達させることができる。
According to the invention of claim 7, claim 1
The effect similar to that of the invention described in any one of to 6 can be obtained, and since the connecting material is fixed to the foundation by the anchor bolts, the force can be smoothly transferred from the existing member and the reinforcing material to the foundation through the connecting material. Can be transmitted to.

【0018】請求項8に記載の発明は、請求項1〜7の
いずれかに記載の既存木造建物の補強構造において、前
記連結材53,59は、接着剤により前記既存部材1
3,14,16、前記補強材51,52、前記基礎11
の少なくとも一つに固定されていることを特徴とする。
The invention according to claim 8 is the reinforcing structure for an existing wooden building according to any one of claims 1 to 7, wherein the connecting members 53 and 59 are formed of the existing member 1 by an adhesive.
3, 14, 16, the reinforcing members 51, 52, the foundation 11
Is fixed to at least one of the above.

【0019】請求項8に記載の発明によれば、請求項1
〜7のいずれかに記載の発明と同様の効果が得られると
ともに、連結材が接着剤により既存部材、補強材、基礎
の少なくとも一つに固定されているので、既存木造建物
の既存部材および補強材、または基礎と、連結材との接
着面積を適切に設定することにより、既存木造建物の土
台より上方の上部構造と基礎との間で、力を確実に伝達
することができる。
According to the invention of claim 8, claim 1
To the effect similar to that of the invention described in any one of 7 to 7, and since the connecting material is fixed to at least one of the existing member, the reinforcing material, and the foundation by the adhesive, the existing member and the reinforcing material of the existing wooden building By appropriately setting the bonding area between the timber or foundation and the connecting material, the force can be reliably transmitted between the superstructure above the foundation of the existing wooden building and the foundation.

【0020】[0020]

【発明の実施の形態】以下、図面を参照しながら、本発
明に係る既存木造建物の補強構造について、その実施の
形態を具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a reinforcing structure for an existing wooden building according to the present invention will be specifically described with reference to the drawings.

【0021】第1〜第3の実施の形態に記載の既存木造
建物の補強構造1〜3を、図1〜図3にそれぞれ示す。
これら既存木造建物の補強構造1〜3は、例えば図4〜
図9に示すような既存木造建物の壁体の土台13、柱1
4、筋違16や、胴差、軒桁、梁など(図示省略)の既
存部材を残すように、壁体に取り付けられた外装材18
(モルタル),24(サイディング),29(漆喰)お
よびその下地17(下地板),23(胴縁),27
(貫),28(小舞)を取り外し、上記既存部材の土台
11と、柱13と、胴差、軒桁、梁のいずれかとからな
る枠体の内周面または側面に、構造用合板51や枠材5
2などからなる補強材を取り付け、この既存部材13,
14,16と補強材51,52との双方をそれぞれ金属
板53や連続繊維補強材59などからなる連結材を介し
て基礎11に固定するものである。
Reinforcement structures 1 to 3 of the existing wooden building described in the first to third embodiments are shown in FIGS. 1 to 3, respectively.
The reinforcing structures 1 to 3 of these existing wooden buildings are shown in, for example, FIG.
Base 13 and pillar 1 of the wall of the existing wooden building as shown in FIG.
4. Exterior material 18 attached to the wall body so as to leave existing members such as braces 16, body differences, eaves girders, beams (not shown)
(Mortar), 24 (siding), 29 (plaster) and its base 17 (base plate), 23 (furnace), 27
(Punch), 28 (small dance) are removed, and structural plywood 51 is attached to the inner peripheral surface or the side surface of the frame body including the base 11 of the existing member, the pillar 13, and the body difference, eaves girder, or beam. And frame material 5
Attach a reinforcing material consisting of 2, etc.
Both 14, 16 and the reinforcing members 51, 52 are fixed to the foundation 11 via a connecting member composed of a metal plate 53, a continuous fiber reinforcing member 59 and the like, respectively.

【0022】本発明に係る既存木造建物の補強構造の補
強対象となる既存木造建物の例について、図4〜図9を
参照して説明する。これら補強対象となる部位はいずれ
も、鉄筋コンクリート製の布基礎11上に土台13が配
設され、土台13の上方に立設された柱14の間に構築
された外壁部分である。
An example of an existing wooden building to be reinforced by the reinforcing structure for an existing wooden building according to the present invention will be described with reference to FIGS. 4 to 9. Each of these parts to be reinforced is an outer wall portion formed between pillars 14 provided above the base 13 in which the base 13 is disposed on the cloth foundation 11 made of reinforced concrete.

【0023】図4、図5はそれぞれ、屋外側面がラスモ
ルタル仕上とされ、屋内側面がラスボード下地漆喰塗仕
上とされた、真壁造の既存木造建物の外壁4の縦断面
図、横断面図である。外壁4の屋外側では、柱14、間
柱15、筋違16に下地板17が取り付けられ、この下
地板17にアスファルトフェルト、メタルラス(図示省
略)が取り付けられて、さらにモルタル18が塗布され
ている。外壁4の屋内側では、柱14と間柱15とに胴
縁19が取り付けられ、この胴縁19にラスボード20
が取り付けられ、さらに漆喰21が塗布されている。
FIGS. 4 and 5 are a longitudinal sectional view and a transverse sectional view, respectively, of an outer wall 4 of an existing wooden building of a true wall structure in which the outdoor side surface is finished with lath mortar and the indoor side surface is finished with lath board base plaster. is there. On the outdoor side of the outer wall 4, a base plate 17 is attached to the pillars 14, studs 15, and braces 16, and asphalt felt and metal lath (not shown) are attached to the base plate 17, and mortar 18 is further applied. . On the indoor side of the outer wall 4, a furring strip 19 is attached to the pillar 14 and the stud 15, and the lath board 20 is attached to the furring strip 19.
Is attached, and plaster 21 is further applied.

【0024】図6、図7はそれぞれ、屋外側面にサイデ
ィングが取り付けられ、屋内側面がラスボード下地漆喰
塗仕上とされた、真壁造の既存木造建物の外壁5の縦断
面図、横断面図である。外壁5の屋外側では、柱14、
間柱15、筋違16に胴縁23が取り付けられ、この胴
縁23にアスファルトフェルト(図示省略)を挟むよう
にしてサイディング24が取り付けられている。外壁5
の屋内側では、柱14と間柱15とに胴縁19が取り付
けられ、間柱15と胴縁19とにラスボード20が取り
付けられ、さらに漆喰21が塗布されている。
FIGS. 6 and 7 are vertical and horizontal cross-sectional views, respectively, of an outer wall 5 of an existing wooden building of true wall construction, in which siding is attached to the outdoor side surface and the indoor side surface has a plaster coating of lath board base. . On the outdoor side of the outer wall 5, the pillars 14,
A furring strip 23 is attached to the studs 15 and the braces 16, and a siding 24 is mounted on the furring strip 23 so as to sandwich an asphalt felt (not shown). Outer wall 5
On the indoor side, the furring strip 19 is attached to the pillar 14 and the stud 15, the lath board 20 is mounted to the stud 15 and the furring strip 19, and the plaster 21 is applied.

【0025】図8は、屋外側面と屋内側面とが塗壁仕上
とされた、真壁造の既存木造建物の外壁6の横断面図で
ある。外壁6では、柱14の間に貫27が架設され、こ
の貫27に沿うようにして竹などを網目状に組み合わせ
てなる小舞28が取り付けられ、この小舞28を下地と
して、屋外側と屋内側との両面に、漆喰29が塗布され
ている。
FIG. 8 is a transverse cross-sectional view of the outer wall 6 of an existing true-wall wooden building in which the outdoor side surface and the indoor side surface are finished with painted walls. On the outer wall 6, a pier 27 is erected between the pillars 14, and a small dance 28 composed of a combination of bamboos and the like is attached along the pier 27, and the small dance 28 is used as a base for the outdoor side. The plaster 29 is applied to both the interior side and the interior side.

【0026】図9は、大壁造の既存木造建物の外壁7の
横断面図である。外壁7の屋外側では、柱14、間柱1
5、筋違16に下地板17が取り付けられ、この下地板
17にアスファルトフェルト、メタルラス(図示省略)
が取り付けられて、さらにモルタル18が塗布されてい
る。外壁7の屋内側では、柱14と間柱30とに胴縁3
1が取り付けられ、これら間柱30とに胴縁31とに耐
火ボード20が取り付けられている。
FIG. 9 is a cross-sectional view of the outer wall 7 of an existing large wooden building. On the outdoor side of the outer wall 7, the pillar 14 and the stud 1
5. A base plate 17 is attached to the braces 16, and asphalt felt and metal lath (not shown) are attached to the base plate 17.
Is attached and further mortar 18 is applied. On the indoor side of the outer wall 7, the pillar 14 and the stud 30 are connected to the furring strip 3
1 is attached, and the fireproof board 20 is attached to the studs 30 and the furring strip 31.

【0027】〔第1の実施の形態〕本実施の形態の既存
木造建物の補強構造1は、図4〜図9に示した外壁4〜
7など、木造軸組工法によって構築される既存木造建物
のほとんどに適用可能なものである。この既存木造建物
の補強構造1では、外壁4〜7の既存部材を残すよう
に、外装材18(モルタル),24(サイディング),
29(漆喰)、内装材およびその下地17(下地板),
23(胴縁),27(貫),28(小舞)を取り外す。
そして、既存部材の土台11と、柱13と、胴差、軒
桁、梁のいずれかとからなる枠体の内周面に枠材52を
組み付け、この枠材52の両側面に構造用合板51を接
着剤と釘54とにより取り付けている。枠材52の屋外
側の側面に取り付けられた構造用合板51は、その表面
が布基礎11の表面と面一になるように、土台13に沿
って切欠が形成され、この切欠の高さで、接着剤および
釘54、ボルトまたはネジ(図示省略)により土台13
の側面に固定されている。また、枠材52の両側面に取
り付けられた2枚の構造用合板51の間の空隙には、軽
量コンクリート(補強材)50が充填されている。そし
て、互いに面一な布基礎11と構造用合板51との表面
に、それらの境界線に沿うように金属板53をあてが
い、この金属板53と構造用合板51、布基礎11とを
接着剤で接着するとともに、金属板53と土台13、構
造用合板51、枠材52との間を、釘55、ボルトまた
はネジ(図示省略)によってさらに固定している。金属
板53と布基礎11との間は、所定間隔で設けられたア
ンカーボルト56またはあと施工アンカーボルト56A
によって緊結されている。
[First Embodiment] The reinforcing structure 1 for an existing wooden building according to the present embodiment has outer walls 4 to 4 shown in FIGS. 4 to 9.
It is applicable to most of the existing wooden buildings constructed by the wooden frame construction method such as 7. In the reinforced structure 1 of the existing wooden building, the exterior materials 18 (mortar), 24 (siding), so as to leave the existing members of the outer walls 4 to 7,
29 (plaster), interior material and its base 17 (base plate),
Remove 23 (furnace), 27 (through) and 28 (small dance).
Then, the frame member 52 is assembled to the inner peripheral surface of the frame body including the base 11 of the existing member, the pillar 13, and the body difference, eaves girder, or beam, and the structural plywood 51 is attached to both side surfaces of the frame member 52. Are attached with adhesive and nails 54. The structural plywood 51 attached to the outdoor side surface of the frame member 52 has a notch formed along the base 13 so that the surface thereof is flush with the surface of the cloth foundation 11, and at the height of this notch. , Adhesive and nail 54, base 13 with bolts or screws (not shown)
It is fixed to the side of. Lightweight concrete (reinforcing material) 50 is filled in the space between the two structural plywoods 51 attached to both side surfaces of the frame member 52. Then, a metal plate 53 is applied to the surfaces of the cloth base 11 and the structural plywood 51 that are flush with each other so as to follow their boundary lines, and the metal plate 53, the structural plywood 51, and the cloth base 11 are bonded by an adhesive. The metal plate 53 and the base 13, the structural plywood 51, and the frame member 52 are further fixed by nails 55, bolts or screws (not shown). Anchor bolts 56 or post-installed anchor bolts 56A provided at a predetermined interval between the metal plate 53 and the cloth foundation 11.
Are tied up by.

【0028】〔第2の実施の形態〕本実施の形態の既存
木造建物の補強構造2は、図4〜図7、図9に示した外
壁4,5,7など、柱14どうしの間において、壁の外
装材(モルタル18、サイディング24など)を支持す
る支持材(下地板17、胴縁23など)が取り付けられ
た間柱15,22,30が備えられた既存木造建物に適
用可能なものである。この既存木造建物の補強構造2で
は、図6、図7(図4、図5、図9)に示すように、外
壁5(4,7)の既存部材である土台11と、柱13
と、胴差、軒桁、梁のいずれかとからなる枠体ととも
に、間柱22(15,30)や筋違16を残すようにし
て、外装材であるサイディング24(モルタル18)
と、これを支持する胴縁23(下地板17)を取り外
す。
[Second Embodiment] The reinforcing structure 2 of the existing wooden building of the present embodiment is provided between the pillars 14 such as the outer walls 4, 5, and 7 shown in FIGS. 4 to 7 and 9. , Applicable to an existing wooden building provided with studs 15, 22, 30 to which a supporting material (base plate 17, furring strip 23, etc.) for supporting a wall exterior material (mortar 18, siding 24, etc.) is attached Is. In the reinforcing structure 2 of the existing wooden building, as shown in FIGS. 6 and 7 (FIGS. 4, 5, and 9), the base 11 and the pillars 13 that are the existing members of the outer wall 5 (4, 7) are used.
And siding 24 (mortar 18) which is an exterior material so as to leave studs 22 (15, 30) and braces 16 together with a frame body made of any one of body difference, eaves girder and beam.
Then, the furring strip 23 (base plate 17) that supports this is removed.

【0029】そして、図2に示すように、土台11、柱
13、筋違16と、胴差、軒桁、梁のいずれかとからな
る枠体の側面に構造用合板51を接着剤と釘54,5
5、ボルトまたはネジ(図示省略)とにより取り付けて
いる。布基礎11の側面には、構造用合板51の表面と
面一になるように寸法調整用モルタル57が塗り付けら
れている。そして、互いに面一な寸法調整用モルタル5
7と構造用合板51との表面に、それらの境界線に沿う
ように金属板53をあてがい、この金属板53を構造用
合板51および寸法調整用モルタル57に接着剤(図示
省略)で接着する。金属板53と土台13、間柱22
(15,30)、構造用合板51との間は、釘54,5
5によってさらに固定されている。また、間柱22(1
5,30)が位置しない部位においては、金属板53は
構造用合板51にボルト・ナット58、釘またはネジ
(図示省略)で緊結されている。また、金属板53は布
基礎11に、所定間隔で設けられたアンカーボルト56
またはあと施工アンカーボルト56Aによって緊結され
ている。
Then, as shown in FIG. 2, structural plywood 51 is attached to the side surface of the frame body composed of the base 11, the pillars 13, the braces 16, and the body difference, the eaves girder, or the beam with an adhesive and a nail 54. , 5
5. Attached with bolts or screws (not shown). The side surface of the cloth foundation 11 is coated with dimensional adjustment mortar 57 so as to be flush with the surface of the structural plywood 51. And the mortar 5 for adjusting the dimensions which is flush with each other
A metal plate 53 is applied to the surfaces of 7 and the structural plywood 51 along their boundaries, and the metal plate 53 is bonded to the structural plywood 51 and the dimensional adjustment mortar 57 with an adhesive (not shown). . Metal plate 53, base 13, stud 22
(15, 30) and the nails 54, 5 between the structural plywood 51.
It is further fixed by 5. In addition, the stud 22 (1
The metal plate 53 is tightly connected to the structural plywood 51 with bolts / nuts 58, nails or screws (not shown) in the portions where the positions 5, 30) are not located. In addition, the metal plates 53 are anchor bolts 56 provided at predetermined intervals on the cloth foundation 11.
Alternatively, they are tightly connected by post-installed anchor bolts 56A.

【0030】〔第3の実施の形態〕本実施の形態の既存
木造建物の補強構造3は、図4〜図7、図9に示した外
壁4,5,7など、柱14どうしの間において、壁の外
装材(モルタル18、サイディング24など)を支持す
る支持材(下地板17、胴縁23など)が、取り付けら
れた間柱15,22,30が備えられた既存木造建物に
適用可能なものである。この既存木造建物の補強構造2
では、図4、図5(図6、図7、図9)に示すように、
外壁4(5,7)の既存部材である土台11、柱13
と、胴差、軒桁、梁のいずれかとからなる枠体ととも
に、間柱15(22,30)や筋違16を残すようにし
て、外装材であるモルタル18(サイディング24)
と、これを支持する下地板17(胴縁23)を取り外
す。
[Third Embodiment] The reinforcing structure 3 of the existing wooden building according to the present embodiment is provided between the pillars 14 such as the outer walls 4, 5, and 7 shown in FIGS. 4 to 7 and 9. , Support materials (base plate 17, furring strip 23, etc.) for supporting wall exterior materials (mortar 18, siding 24, etc.) are applicable to existing wooden buildings provided with studs 15, 22, 30 attached It is a thing. Reinforcement structure 2 of this existing wooden building
Then, as shown in FIGS. 4 and 5 (FIGS. 6, 7, and 9),
Base 11, pillar 13 which is an existing member of the outer wall 4 (5, 7)
And the mortar 15 (22, 30) and the brace 16 are left together with the frame body made of any one of the body difference, the eaves girder, and the beam, and the mortar 18 (siding 24) as the exterior material.
Then, the base plate 17 (the furring strip 23) that supports this is removed.

【0031】そして、図3に示すように、土台11、柱
13と、胴差、軒桁、梁のいずれかとからなる枠体の側
面に構造用合板51が接着剤(図示省略)と釘54,5
5、ボルトまたはネジ(図示省略)とにより取り付けて
いる。布基礎11の側面には、構造用合板51の表面と
面一になるように寸法調整用モルタル57が塗り付けら
れている。そして、互いに面一な寸法調整用モルタル5
7と構造用合板51との表面に、それらの境界線に沿う
ように連続繊維補強材59をあてがい、この連続繊維補
強材59を構造用合板51および寸法調整用モルタル5
7に接着剤(図示省略)で接着する。金属板53と土台
13、間柱15(22,30)、構造用合板51との間
は、釘54,55によってさらに固定されている。
Then, as shown in FIG. 3, a structural plywood 51 is provided with an adhesive (not shown) and a nail 54 on the side surface of the frame body consisting of the base 11, the pillars 13, and the body difference, eaves girder, or beam. , 5
5. Attached with bolts or screws (not shown). The side surface of the cloth foundation 11 is coated with dimensional adjustment mortar 57 so as to be flush with the surface of the structural plywood 51. And the mortar 5 for adjusting the dimensions which is flush with each other
The continuous fiber reinforcing material 59 is applied to the surfaces of the composite plywood 51 and the structural plywood 51 along their boundaries, and the continuous fiber reinforcing material 59 is applied to the structural plywood 51 and the dimensional adjustment mortar 5.
It adheres to 7 with an adhesive agent (illustration omitted). The metal plate 53, the base 13, the studs 15 (22, 30), and the structural plywood 51 are further fixed by nails 54, 55.

【0032】第1〜第3の実施の形態に記載の既存木造
建物の補強構造1によれば、既存部材である土台13、
柱14、間柱15,22,30、筋違16と、これに取
り付けられた構造用合板51、枠材52とが、それぞれ
連結材を介して基礎に固定されているので、既存部材と
補強材とが負担する力を、それぞれ金属板51または連
続繊維補強材59からなる連結材を布基礎11に固定さ
れているので、既存部材と補強材とが負担する力を、そ
れぞれ連結材を介して直接に基礎へと伝達させることが
できる。つまり、建物に作用する鉛直荷重と水平荷重と
に対する抵抗耐力を増強することができる。したがっ
て、老朽化した既存木造建物の既存部材が部分的に劣化
していても、この劣化部位の既存部材に取り付けられた
補強材が負担する力を、連結材を通じて基礎まで確実に
伝達させることができる。つまり、補強材による既存木
造建物の補強性能が損なわれることがない。
According to the reinforcing structure 1 of the existing wooden building described in the first to third embodiments, the base 13, which is an existing member,
Since the pillars 14, the studs 15, 22, 30, the braces 16, and the structural plywood 51 and the frame member 52 attached to the pillars 16 are fixed to the foundation through the connecting members, respectively, the existing members and the reinforcing members are used. Since the connecting member made of the metal plate 51 or the continuous fiber reinforcing member 59 is fixed to the cloth foundation 11, the force that the existing member and the reinforcing member respectively bear are applied through the connecting members. Can be directly transmitted to the foundation. That is, it is possible to increase the resistance and proof strength against the vertical load and the horizontal load acting on the building. Therefore, even if the existing members of the existing wooden building that have deteriorated are partially deteriorated, the force borne by the reinforcing material attached to the existing members of this deteriorated part can be reliably transmitted to the foundation through the connecting material. it can. That is, the reinforcing performance of the existing wooden building by the reinforcing material is not impaired.

【0033】また、布基礎11の上方に位置する土台1
3、柱14と、胴差、軒桁、梁のいずれかとからなる枠
体の内周面または側面に、構造用合板51、または枠材
52の側面に構造用合板51を貼りつけてなるパネル状
の補強材が取り付けられているので、既存木造建物に備
えられた既存部材を生かしつつ、既存木造建物を効果的
に補強することができる。
The base 1 located above the cloth foundation 11
3, a panel made by attaching structural plywood 51 to the inner peripheral surface or side surface of a frame body composed of pillars 14 and body differences, eaves girders, or beams, or structural plywood 51 to the side surface of frame material 52 Since the reinforcing material having the shape of a circle is attached, it is possible to effectively reinforce the existing wooden building while utilizing the existing members provided in the existing wooden building.

【0034】また、既存部材および補強材と布基礎11
とを連結する連結材は金属板53または連続繊維補強材
59であるので、既存木造建物の既存部材および補強材
と連結材とが重なりあう面積と、布基礎11と連結材5
3,59とが重なりあう面積とを適切に設定することに
より、既存木造建物の土台13より上方の上部構造と布
基礎11との間で、力を確実に伝達することができる。
また、連結材が板状の部材であるので、既存木造建物の
補強構造の仕上面が、既存木造建物の仕上面から外側に
ほとんど突出することがない。特に、連結材が連続繊維
補強材59からなる場合には、軽量で施工性が良くな
る。
In addition, existing members and reinforcing materials and cloth foundation 11
Since the connecting material connecting the and is the metal plate 53 or the continuous fiber reinforcing material 59, the existing member of the existing wooden building and the area where the reinforcing material and the connecting material overlap, the cloth foundation 11 and the connecting material 5
By properly setting the area where 3, 59 overlap, the force can be reliably transmitted between the upper structure above the base 13 of the existing wooden building and the cloth foundation 11.
Further, since the connecting member is a plate-shaped member, the finished surface of the reinforcing structure of the existing wooden building hardly projects outward from the finished surface of the existing wooden building. In particular, when the connecting material is made of the continuous fiber reinforcing material 59, the weight is light and the workability is improved.

【0035】また、連結材53,59が釘54,55、
ボルトまたはネジにより土台13、構造用合板51、枠
材52(および柱14、間柱15,22,30、筋違1
6)に固定されているので、既存部材および構造用合板
51、枠材52から連結材53,59を介して布基礎1
1へと、力を円滑に伝達させることができる。
Further, the connecting members 53 and 59 are the nails 54 and 55,
The base 13, the structural plywood 51, the frame member 52 (and the pillar 14, the studs 15, 22, 30 and the bracing 1) by bolts or screws.
6) is fixed to the existing member and structural plywood 51, the frame member 52 through the connecting members 53 and 59, the cloth foundation 1
The force can be smoothly transmitted to 1.

【0036】また、金属板53または連続繊維補強材5
9が接着剤により既存部材、構造用合板51、枠材5
2、布基礎11(または寸法調整用モルタル57)の少
なくとも一つに固定されているので、既存木造建物の既
存部材および補強材、または基礎と、連結材との接着面
積を適切に設定することにより、既存木造建物の土台よ
り上方の上部構造と基礎との間で、力を確実に伝達する
ことができる。
Further, the metal plate 53 or the continuous fiber reinforcement 5
9 is an existing member by adhesive, structural plywood 51, frame material 5
2. Since it is fixed to at least one of the cloth foundation 11 (or the mortar 57 for adjusting dimensions), it is necessary to properly set the bonding area between the existing member and the reinforcing material of the existing wooden building or the foundation and the connecting material. Thus, the force can be reliably transmitted between the upper structure above the base of the existing wooden building and the foundation.

【0037】また、第1の実施の形態に記載の既存木造
建物の補強構造1によれば、平板状の補強材51は、互
いに離れた状態でその間に空隙を形成するように配置さ
れ、この空隙には硬化性を持つ充填材からなる補強材5
0が充填されているので、既存木造建物の補強度を高め
ることができる。
Further, according to the reinforcing structure 1 of the existing wooden building described in the first embodiment, the flat plate-like reinforcing members 51 are arranged so as to be separated from each other so as to form a space therebetween, and Reinforcement material 5 made of a curable filler in the voids
Since 0 is filled, the degree of reinforcement of the existing wooden building can be increased.

【0038】また、第1または第2の実施の形態に記載
の既存木造建物の補強構造1,2によれば、金属板53
があと施工アンカーボルト56またはあと施工アンカー
ボルト56Aにより布基礎11に固定されているので、
既存部材および構造用合板51、枠材52から連結材5
3,59を介して布基礎11へと、力を円滑に伝達させ
ることができる。
Further, according to the reinforcing structures 1 and 2 of the existing wooden building described in the first or second embodiment, the metal plate 53 is used.
Since it is fixed to the cloth foundation 11 by the post-construction anchor bolt 56 or the post-construction anchor bolt 56A,
Existing member and structural plywood 51, frame member 52 to connecting member 5
The force can be smoothly transmitted to the cloth foundation 11 via 3, 59.

【0039】また、第2または第3の実施の形態に記載
の既存木造建物の補強構造2,3によれば、内装材を取
り外すことなく、外装材であるモルタル18またはサイ
ディング24と、これを支持する下地板17または胴縁
23を取り外して補強を行うので、補強工事をもっぱら
既存木造建物の屋外において行うことができる。
Further, according to the reinforcing structures 2 and 3 of the existing wooden building described in the second or third embodiment, the mortar 18 or the siding 24 which is the exterior material and the mortar 18 which is the exterior material are removed without removing the interior material. Since the supporting base plate 17 or the furring strip 23 is removed for reinforcement, the reinforcement work can be performed exclusively outside the existing wooden building.

【0040】なお、本発明の既存木造建物の補強構造
は、上記各実施の形態に限定されることなく、本発明の
趣旨を逸脱しない範囲内おいて、種々の改良並びに設計
の変更を行っても良い。例えば、上記各実施の形態にお
いては、本発明に係る既存木造建物の補強構造を、軸組
構法で構築された既存木造建物の外壁部分に適用した例
を示したが、本発明は軸組構法以外の構法で構築された
既存木造建物に適用してもよいし、外壁のみでなく内壁
にも適用してもよい。その他、具体的な細部構造等につ
いても適宜に変更可能であることは勿論である。
The reinforcing structure of the existing wooden building of the present invention is not limited to the above-mentioned respective embodiments, and various modifications and design changes may be made without departing from the spirit of the present invention. Is also good. For example, in each of the above-described embodiments, an example in which the reinforcing structure of the existing wooden building according to the present invention is applied to the outer wall portion of the existing wooden building constructed by the frame construction method is shown, but the present invention is the frame construction method. It may be applied to an existing wooden building constructed by a construction method other than, or may be applied not only to the outer wall but also to the inner wall. In addition, it goes without saying that the specific detailed structure and the like can be appropriately changed.

【0041】[0041]

【発明の効果】請求項1に記載の発明によれば、既存部
材と、これに取り付けられた補強材とが、それぞれ連結
材を介して基礎に固定されているので、既存部材と補強
材とが負担する力を、それぞれ連結材を介して直接に基
礎へと伝達させることができる。つまり、建物に作用す
る鉛直荷重と水平荷重とに対する抵抗耐力を増強するこ
とができる。したがって、老朽化した既存木造建物の既
存部材が部分的に劣化していても、この劣化部位の既存
部材に取り付けられた補強材が負担する力を、連結材を
通じて基礎まで確実に伝達させることができる。つま
り、補強材による既存木造建物の補強性能が損なわれる
ことがない。
According to the invention as set forth in claim 1, the existing member and the reinforcing member attached to the existing member are fixed to the foundation through the connecting members, respectively. The forces borne by each can be transmitted directly to the foundation via the respective connecting members. That is, it is possible to increase the resistance and proof strength against the vertical load and the horizontal load acting on the building. Therefore, even if the existing members of the existing wooden building that have deteriorated are partially deteriorated, the force borne by the reinforcing material attached to the existing members of this deteriorated part can be reliably transmitted to the foundation through the connecting material. it can. That is, the reinforcing performance of the existing wooden building by the reinforcing material is not impaired.

【0042】請求項2に記載の発明によれば、請求項1
に記載の発明と同様の効果が得られるとともに、前記基
礎の上方に位置する土台と、柱と、胴差、軒桁、梁のい
ずれかとからなる枠体の内周面または側面に、平板状の
補強材、または枠材の側面に平板を貼りつけてなるパネ
ル状の補強材が取り付けられているので、既存木造建物
に備えられた既存部材を生かしつつ、既存木造建物を効
果的に補強することができる。
According to the invention of claim 2, claim 1
The same effect as that of the invention described in 1) is obtained, and a flat plate is formed on the inner peripheral surface or the side surface of the frame body composed of the base located above the foundation, the pillar, and the body difference, eaves girder, or beam. Since the reinforcing material of the above, or the panel-shaped reinforcing material made by pasting a flat plate on the side surface of the frame material is attached, the existing wooden building can be effectively reinforced while making the most of the existing members provided in the existing wooden building. be able to.

【0043】請求項3に記載の発明によれば、請求項2
に記載の発明と同様の効果が得られるとともに、前記平
板状の補強材または前記平板は、互いに離れた状態でそ
の間に空隙を形成するように配置され、この空隙には硬
化性を持つ充填材からなる補強材が充填されているの
で、既存木造建物の補強度を高めることができる。
According to the invention of claim 3, claim 2
In addition to obtaining the same effect as the invention described in, the flat plate-shaped reinforcing material or the flat plate is arranged so as to form a void therebetween in a state of being separated from each other, and the void has a curable filler. Since it is filled with the reinforcing material consisting of, it is possible to increase the degree of reinforcement of the existing wooden building.

【0044】請求項4に記載の発明によれば、請求項1
〜3のいずれかに記載の発明と同様の効果が得られると
ともに、既存部材および補強材と基礎とを連結する連結
材が金属板であるので、既存木造建物の既存部材および
補強材と連結材とが重なり合う面積と、基礎と連結材と
が重なりあう面積とを適切に設定することにより、既存
木造建物の土台より上方の上部構造と基礎との間で、力
を確実に伝達することができる。また、連結材が板状の
部材であるので、既存木造建物の補強構造の仕上面が、
既存木造建物の仕上面から外側にほとんど突出すること
がない。
According to the invention of claim 4, claim 1
The effect similar to that of the invention described in any one of 1 to 3 is obtained, and since the connecting member that connects the existing member and the reinforcing member to the foundation is a metal plate, the existing member and the reinforcing member and the connecting member of the existing wooden building are connected. By properly setting the area where and overlap and the area where the foundation and the connecting material overlap, the force can be reliably transmitted between the superstructure above the foundation of the existing wooden building and the foundation. . Also, since the connecting material is a plate-shaped member, the finishing surface of the reinforcing structure of the existing wooden building is
Almost no outward protrusion from the finished surface of an existing wooden building.

【0045】請求項5に記載の発明によれば、既存部材
および補強材と基礎とを連結する連結材が連続繊維補強
材であるので、請求項4に記載の発明と同様の効果が得
られる。また、連結材が連続繊維補強材からなるので、
軽量で施工性が良くなる。
According to the invention of claim 5, since the connecting member for connecting the existing member and the reinforcing material to the foundation is the continuous fiber reinforcing material, the same effect as that of the invention of claim 4 can be obtained. . Also, since the connecting material is made of continuous fiber reinforcement,
Lightweight and easy to work with.

【0046】請求項6に記載の発明によれば、請求項1
〜5のいずれかに記載の発明と同様の効果が得られると
ともに、連結材が釘、ボルトまたはネジにより既存部材
および補強材とに固定されているので、既存部材および
補強材から連結材を介して基礎へと、力を円滑に伝達さ
せることができる。
According to the invention of claim 6, claim 1
The effect similar to the invention described in any one of to 5 is obtained, and since the connecting member is fixed to the existing member and the reinforcing member by the nail, the bolt, or the screw, the existing member and the reinforcing member are connected via the connecting member. The force can be smoothly transmitted to the foundation.

【0047】請求項7に記載の発明によれば、請求項1
〜6のいずれかに記載の発明と同様の効果が得られると
ともに、連結材がアンカーボルトにより基礎に固定され
ているので、既存部材および補強材から連結材を介して
基礎へと、力を円滑に伝達させることができる。
According to the invention of claim 7, claim 1
The effect similar to that of the invention described in any one of to 6 can be obtained, and since the connecting material is fixed to the foundation by the anchor bolts, the force can be smoothly transferred from the existing member and the reinforcing material to the foundation through the connecting material. Can be transmitted to.

【0048】請求項8に記載の発明によれば、請求項1
〜7のいずれかに記載の発明と同様の効果が得られると
ともに、連結材が接着剤により既存部材、補強材、基礎
の少なくとも一つに固定されているので、既存木造建物
の既存部材および補強材、または基礎と、連結材との接
着面積を適切に設定することにより、既存木造建物の土
台より上方の上部構造と基礎との間で、力を確実に伝達
することができる。
According to the invention of claim 8, claim 1
To the effect similar to that of the invention described in any one of 7 to 7, and since the connecting material is fixed to at least one of the existing member, the reinforcing material, and the foundation by the adhesive, the existing member and the reinforcing material of the existing wooden building By appropriately setting the bonding area between the timber or foundation and the connecting material, the force can be reliably transmitted between the superstructure above the foundation of the existing wooden building and the foundation.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る既存木造建物の補強構造の一例を
示す、縦断面図である。
FIG. 1 is a vertical sectional view showing an example of a reinforcing structure for an existing wooden building according to the present invention.

【図2】本発明に係る既存木造建物の補強構造の他の一
例を示す、縦断面図である。
FIG. 2 is a vertical cross-sectional view showing another example of the reinforcing structure for an existing wooden building according to the present invention.

【図3】本発明に係る既存木造建物の補強構造のさらに
他の一例を示す、縦断面図である。
FIG. 3 is a vertical sectional view showing still another example of the reinforcing structure of the existing wooden building according to the present invention.

【図4】既存木造建物の補強前の状況を示す、縦断面図
である。
FIG. 4 is a vertical cross-sectional view showing a situation before reinforcement of an existing wooden building.

【図5】既存木造建物の補強前の状況を示す、横断面図
である。
FIG. 5 is a cross-sectional view showing a state of an existing wooden building before being reinforced.

【図6】既存木造建物の補強前の状況を示す、縦断面図
である。
FIG. 6 is a vertical cross-sectional view showing a state before reinforcement of an existing wooden building.

【図7】既存木造建物の補強前の状況を示す、横断面図
である。
FIG. 7 is a cross-sectional view showing a state of an existing wooden building before being reinforced.

【図8】既存木造建物の補強前の状況を示す、横断面図
である。
FIG. 8 is a cross-sectional view showing a state of an existing wooden building before being reinforced.

【図9】既存木造建物の補強前の状況を示す、横断面図
である。
FIG. 9 is a cross-sectional view showing a situation before reinforcement of an existing wooden building.

【符号の説明】[Explanation of symbols]

1〜3 既存木造建物の補強構造 11 基礎(布基礎) 13 土台(既存部材) 14 柱(既存部材) 15,22,30 間柱(既存部材) 50 補強材(軽量コンクリート) 51 補強材(構造用合板) 52 補強材(枠材) 53 連結材(金属板) 54,55 釘 56 アンカーボルト 56A (あと施工)アンカーボルト 58 ボルト・ナット 59 連結材(連続繊維補強材) 1-3 Reinforcement structure of existing wooden building 11 Foundation (cloth foundation) 13 Base (existing material) 14 pillars (existing members) 15,22,30 studs (existing members) 50 Reinforcement material (lightweight concrete) 51 Reinforcement material (structural plywood) 52 Reinforcement material (frame material) 53 Connecting material (metal plate) 54,55 nails 56 anchor bolt 56A (Post-construction) Anchor bolt 58 bolts and nuts 59 Connecting material (continuous fiber reinforcing material)

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 既存木造建物の構造部材を含む既存部材
に補強材が取り付けられ、この既存部材と補強材との双
方が連結材を介して基礎に固定されていることを特徴と
する既存木造建物の補強構造。
1. An existing wooden structure in which a reinforcing member is attached to an existing member including a structural member of an existing wooden building, and both the existing member and the reinforcing member are fixed to a foundation via a connecting member. Building reinforcement structure.
【請求項2】 請求項1に記載の既存木造建物の補強構
造において、 前記既存木造建物は、軸組工法で構築されたものであっ
て、 前記基礎の上方に位置する土台と、柱と、胴差、間柱、
軒桁、梁のいずれかとからなる枠体の内周面または側面
に、平板状の補強材、または枠体の側面に平板を貼りつ
けてなるパネル状の補強材が取り付けられていることを
特徴とする既存木造建物の補強構造。
2. The reinforcing structure for an existing wooden building according to claim 1, wherein the existing wooden building is constructed by a frame construction method, and has a base located above the foundation, a pillar, and Body difference, studs,
It is characterized in that a flat plate-like reinforcement material or a panel-like reinforcement material made by attaching a flat plate to the side surface of the frame body is attached to the inner peripheral surface or side surface of the frame body composed of either eaves girders or beams. Reinforcement structure of existing wooden building to be.
【請求項3】 請求項2に記載の既存木造建物の補強構
造において、 前記基礎の上方に位置する土台と、柱と、胴差、間柱、
軒桁、梁のいずれかとからなる枠体の内周面または側面
に前記平板状の補強材が複数枚取り付けられているか、
または前記パネル状の補強材の枠材の両側面に平板が貼
り付けられており、 前記平板状の補強材または前記平板は、互いに離れた状
態でその間に空隙を形成するように配置され、この空隙
には硬化性を持つ充填材からなる補強材が充填されてい
ることを特徴とする既存木造建物の補強構造。
3. The reinforced structure for an existing wooden building according to claim 2, wherein a base located above the foundation, a pillar, a body difference, a stud,
Eaves girder, a plurality of the plate-shaped reinforcing material is attached to the inner peripheral surface or the side surface of the frame body composed of any of the beams,
Alternatively, flat plates are attached to both side surfaces of the frame member of the panel-shaped reinforcing member, and the flat plate-shaped reinforcing members or the flat plates are arranged so as to form a gap therebetween in a state of being separated from each other. A reinforcing structure for an existing wooden building, characterized in that the voids are filled with a stiffening filler material.
【請求項4】 請求項1〜3のいずれかに記載の既存木
造建物の補強構造において、 前記連結材は金属板であることを特徴とする既存木造建
物の補強構造。
4. The reinforcing structure for an existing wooden building according to claim 1, wherein the connecting member is a metal plate.
【請求項5】 請求項1〜3のいずれかに記載の既存木
造建物の補強構造において、 前記連結材は連続繊維補強材であることを特徴とする既
存木造建物の補強構造。
5. The reinforcing structure for an existing wooden building according to claim 1, wherein the connecting member is a continuous fiber reinforcing material.
【請求項6】 請求項1〜5のいずれかに記載の既存木
造建物の補強構造において、 前記連結材は、釘、ボルトまたはネジにより前記既存部
材と前記補強材とに固定されていることを特徴とする既
存木造建物の補強構造。
6. The reinforcing structure for an existing wooden building according to claim 1, wherein the connecting member is fixed to the existing member and the reinforcing member with nails, bolts or screws. Reinforcement structure of the existing wooden building which is the characteristic.
【請求項7】 請求項1〜6のいずれかに記載の既存木
造建物の補強構造において、 前記連結材は、アンカーボルトにより前記基礎に固定さ
れていることを特徴とする既存木造建物の補強構造。
7. The reinforcing structure for an existing wooden building according to claim 1, wherein the connecting member is fixed to the foundation by anchor bolts. .
【請求項8】 請求項1〜7のいずれかに記載の既存木
造建物の補強構造において、 前記連結材は、接着剤により前記既存部材、前記補強
材、前記基礎の少なくとも一つに固定されていることを
特徴とする既存木造建物の補強構造。
8. The reinforcing structure for an existing wooden building according to claim 1, wherein the connecting member is fixed to at least one of the existing member, the reinforcing member, and the foundation with an adhesive. Reinforcement structure of existing wooden building characterized by being present.
JP2002098543A 2002-04-01 2002-04-01 Reinforcing structure for existing wooden building Pending JP2003293595A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002098543A JP2003293595A (en) 2002-04-01 2002-04-01 Reinforcing structure for existing wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002098543A JP2003293595A (en) 2002-04-01 2002-04-01 Reinforcing structure for existing wooden building

Publications (1)

Publication Number Publication Date
JP2003293595A true JP2003293595A (en) 2003-10-15

Family

ID=29240490

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002098543A Pending JP2003293595A (en) 2002-04-01 2002-04-01 Reinforcing structure for existing wooden building

Country Status (1)

Country Link
JP (1) JP2003293595A (en)

Similar Documents

Publication Publication Date Title
US10301823B2 (en) Frame supported panel
US9919499B2 (en) Stiffened frame supported panel
CA2692723C (en) Structural insulated roof panels with a rigid foam core
US20150376898A1 (en) Stiffened Frame Supported Panel
US20100058687A1 (en) Method of constructing a multi-storey building using prefabricated modular panels
US20070245640A1 (en) Building Structure and Modular Construction
US10865562B2 (en) Foam backed panel with cantilever
US8782993B2 (en) Structural unit comprising a truss and fibrous cementitious slab building element connected together
KR100830240B1 (en) Method for hybridizing light-weight composite wall and concrete floor in light-weight composite structure using adapter
JP2023514035A (en) MODULAR COMPOSITE ACTION PANEL AND STRUCTURAL SYSTEM USING THE SAME
JPH116231A (en) Slab structure
JP3255225B2 (en) Externally insulated steel frame building, its construction method and building materials
JP2003293595A (en) Reinforcing structure for existing wooden building
EP0072814B1 (en) A beam-like building component of curable material, a method of manufacturing such a building component, and a method for producing a frame or structure for a building or part of a building with the use of such building material
CA2639339A1 (en) Method of constructing a multi-storey building using prefabricated modular panels
JPS6137693Y2 (en)
KR102227234B1 (en) Framework of multistory traditional wooden building made up of steel-frame structure
JPH11107366A (en) Residence construction using fiber reinforced mortar synthetic plate
KR102234782B1 (en) Framework of multistory Korean-style building made up of steel-frame structure and having appearance of traditional Korean-style house
CN220954030U (en) Flexible connection assembly autoclaved aerated concrete outer wall large plate system for integrated construction
JP2767073B2 (en) Lightweight cellular concrete slab structure for wooden frame
CN210421381U (en) Evaporate and press whole house of aerated concrete slab
JPH10292490A (en) Reinforcing structure for wooden house
JP3708712B2 (en) Slab panel construction method
JP3428571B2 (en) Seismic reinforced wall

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20040916

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Effective date: 20041130

Free format text: JAPANESE INTERMEDIATE CODE: A131

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050131

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20050426