JPH0932310A - Reinforcement method for existing wooden buildings - Google Patents

Reinforcement method for existing wooden buildings

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Publication number
JPH0932310A
JPH0932310A JP18271795A JP18271795A JPH0932310A JP H0932310 A JPH0932310 A JP H0932310A JP 18271795 A JP18271795 A JP 18271795A JP 18271795 A JP18271795 A JP 18271795A JP H0932310 A JPH0932310 A JP H0932310A
Authority
JP
Japan
Prior art keywords
existing wooden
wooden building
shot
existing
reinforcing
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.)
Granted
Application number
JP18271795A
Other languages
Japanese (ja)
Other versions
JP3047783B2 (en
Inventor
Tetsuya Sasaki
哲也 佐々木
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP7182717A priority Critical patent/JP3047783B2/en
Publication of JPH0932310A publication Critical patent/JPH0932310A/en
Application granted granted Critical
Publication of JP3047783B2 publication Critical patent/JP3047783B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【課題】 既存の木造建物を補強する最も効果的な方法
は、壁部分の軸組に筋違いを取り付けることであるが、
既存の建物に筋違いを設置するには、外壁部分の外装材
および内装材を剥がして軸組を露出し、筋違いを設置し
たあとで再び外装材と内装材とを取り付ける必要がある
ので、工事が大規模になるなどの課題があった。 【解決手段】 既存木造建物の外壁面に立体金網3を貼
着し、その上にショットモルタタルまたはショットコン
クリート7を吹き付ける。
(57) [Abstract] [Problem] The most effective way to reinforce an existing wooden building is to attach braces to the frame of the wall.
In order to install braces in an existing building, it is necessary to peel off the exterior and interior materials on the outer wall to expose the framework, install the braces, and then attach the exterior and interior materials again. There were issues such as large scale. SOLUTION: A three-dimensional wire mesh 3 is attached to the outer wall surface of an existing wooden building, and shot mortar or shot concrete 7 is sprayed on it.

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】この発明は、主に、既存木造
住宅などの既存木造建物を簡単に補強することを可能に
した既存木造建物の補強工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a method for reinforcing an existing wooden building such that an existing wooden building such as an existing wooden house can be easily reinforced.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】既存の
木造建物を補強する最も効果的な方法は、壁部分の軸組
に筋違いを取り付けることであるが、既存の建物に筋違
いを設置するには、外壁部分の外装材および内装材を剥
がして軸組を露出し、筋違いを設置したあとで再び外装
材と内装材とを取り付ける必要があるので、工事が大規
模になるなどの課題があった。
2. Description of the Related Art The most effective way to reinforce an existing wooden building is to attach a bracing to the frame of the wall part, but to install a bracing in an existing building. Requires the exterior and interior materials of the outer wall to be peeled off to expose the framework, and after the braces have been installed, the exterior and interior materials must be reattached, which poses a problem such as large-scale construction. It was

【0003】また、たとえ筋違いを取り付けることがで
きても、柱やはりなどの既存の構造部材が老朽化するな
どして筋違いと充分に協働できるか否かが問題であっ
た。
Even if the braces can be attached, it has been a problem whether or not existing structural members such as pillars are deteriorated and can sufficiently cooperate with the braces.

【0004】この発明は、以上の課題を解決するために
なされたもので、既存木造建物を簡単に補強することを
可能にした既存木造建物の補強工法を提供することを目
的とする。
The present invention has been made to solve the above problems, and an object of the present invention is to provide a method for reinforcing an existing wooden building, which makes it possible to easily reinforce the existing wooden building.

【0005】[0005]

【課題を解決するための手段】この発明に係る請求項第
1項記載の既存木造建物の補強工法は、既存木造建物の
外壁面に立体金網を貼着し、その上にショットモルタル
またはショットコンクリートを吹き付けることを特徴と
する。
According to a first aspect of the present invention, there is provided a reinforcing method for an existing wooden building, in which a three-dimensional wire mesh is attached to an outer wall surface of the existing wooden building, and shot mortar or shot concrete is placed on the three-dimensional wire mesh. It is characterized by spraying.

【0006】この発明に係る請求項第2項記載の既存木
造建物の補強工法は、立体金網にショットモルタルまた
はショットコンクリートを吹き付けることにより構成さ
れたショットコンクリート壁体を、既存木造建物の外壁
面に添え付け固定することを特徴とする。
According to a second aspect of the present invention, there is provided a method for reinforcing an existing wooden building, wherein a shot concrete wall body constructed by spraying shot mortar or shot concrete onto a three-dimensional wire mesh is used as an outer wall surface of an existing wooden building. It is characterized by being attached and fixed.

【0007】この発明に係る請求項第3項記載の既存木
造建物の補強工法は、前2項において、立体金網は平行
に設置された2枚の平金網と、この平金網間にこの平金
網に連結して取り付けられた複数本のラチス筋とを備え
て構成することを特徴とする。
According to a third aspect of the present invention, the method of reinforcing an existing wooden building is the same as the second aspect, in which the three-dimensional wire net is two flat wire nets installed in parallel, and the flat wire net is between the flat wire nets. It is characterized by comprising a plurality of lattice muscles connected to and attached to.

【0008】この発明に係る請求項第4項記載の既存木
造建物の補強工法は、前3項において、既存木造建物の
外壁面に2階の床レベルに位置してトラス状に構成され
た水平補剛部材を取り付けることを特徴とする。
According to a fourth aspect of the present invention, there is provided a reinforcing method for an existing wooden building, wherein the outer wall surface of the existing wooden building is a truss-shaped horizontal structure located on the floor level of the second floor. It is characterized in that a stiffening member is attached.

【0009】[0009]

【発明の実施の形態】図1〜図11は、この発明に係る既
存木造建物の補強工法によってリフォームされた既存木
造建物を示し、図において、符号1は柱、はり、間柱、
筋違いなどを備えて構成された既存木造建物の軸組、2
はこの軸組1の室外側に釘止めするなどして取り付けら
れ、既存外壁面を構成する既存の外装材である。
1 to 11 show an existing wooden building remodeled by a method of reinforcing an existing wooden building according to the present invention. In the drawings, reference numeral 1 is a pillar, a beam, a stud,
Frame of an existing wooden building that has been constructed with streaks, etc., 2
Is an existing exterior material that is attached to the outside of the frame 1 by nailing or the like and constitutes an existing outer wall surface.

【0010】符号3は外装材2からなる外壁面に添え付
けられ、柱やはりなどの構造部材にファスナー4によっ
て固定された立体金網、5aおよび5bは立体金網3の中に
縦横に配筋され、窓や出入り口などの開口部6の周囲、
壁面部の出隅部(コーナ部)などを補強する縦および横
補強鉄筋、7は立体金網3に吹き付けられ、新しい壁面
を構成するショットモルタルまたはショットコンクリー
ト、8は開口部6の周囲に取り付けられた水切り部材、
そして、符号9は開口部6の周囲に充填されたコーキン
グ材である。水切り部材8およびコーキング材9は、い
ずれも開口部6の周囲(既存壁と補強壁との際)の防水
処理をなすものである。
Reference numeral 3 is attached to the outer wall surface of the exterior material 2 and is a three-dimensional wire net fixed to a structural member such as a pillar by a fastener 4, and 5a and 5b are arranged in the three-dimensional wire net 3 vertically and horizontally. Around the openings 6 such as windows and doorways,
Longitudinal and lateral reinforcing bars that reinforce the projected corners (corners) of the wall surface, 7 is sprayed onto the three-dimensional wire mesh 3, shot mortar or shot concrete forming a new wall surface, and 8 is attached around the opening 6. Drainer,
Reference numeral 9 is a caulking material filled around the opening 6. Both the draining member 8 and the caulking material 9 perform waterproof treatment around the opening 6 (when the existing wall and the reinforcing wall are used).

【0011】また、符号13は、例えば平行に延材された
2本の弦材間に複数本の斜材を架け渡して平行弦トラス
状に構成され、かつ、立体金網3とショットモルタルま
たはショットコンクリート7とによって構成された補強
壁の補強性能を高めるために、既存木造建物の外壁面に
2階の床レベルに位置して水平に突設された水平補剛部
材である。なお、水平補剛部材13の弦材および斜材はH
形鋼や山形鋼などの形鋼などから形成されている。
Further, reference numeral 13 indicates a parallel string truss shape, for example, by straddling a plurality of diagonal members between two string members that are extended in parallel, and the three-dimensional wire net 3 and the shot mortar or shots are provided. In order to enhance the reinforcing performance of the reinforcing wall constituted by the concrete 7, it is a horizontal stiffening member that is horizontally projected on the outer wall surface of the existing wooden building at the floor level of the second floor. The chord members and diagonal members of the horizontal stiffening member 13 are H
It is formed from shaped steel such as shaped steel and angle steel.

【0012】立体金網3は2枚の平金網3aを平行に設置
し、かつ、この2枚の平金網3a,3aを複数本のラチス筋3
bで連結することにより人力でも取り扱い可能な矩形板
状に構成されている(図4(a) 参照)。なお、平金網3a
とラチス筋3bとは溶接することにより一体的に連結され
ている。
In the three-dimensional wire net 3, two flat wire nets 3a are installed in parallel, and the two flat wire nets 3a and 3a are connected to a plurality of lattice lines 3.
By connecting with b, it has a rectangular plate shape that can be handled manually (see Fig. 4 (a)). Flat wire mesh 3a
And the lattice muscle 3b are integrally connected by welding.

【0013】ファスナー4には、たとえば立体金網3を
引っ掛けるフック4aと軸組1に螺入される雄ねじ部4bと
を有するフック付きスクリューボルトが使用されてい
る。
For the fastener 4, for example, a screw bolt with a hook having a hook 4a for hooking the three-dimensional wire net 3 and a male screw portion 4b screwed into the framework 1 is used.

【0014】ショットモルタルまたはショットコンクリ
ート7は立体金網3、縦および横補強鉄筋5a,5b が完全
に埋まるように、かつ、均一な厚さに打設されている。
また、水切り部材8は金属板より形成されている。
The shot mortar or shot concrete 7 is cast in such a manner that the three-dimensional wire mesh 3, the vertical and horizontal reinforcing bars 5a, 5b are completely filled and the shot mortar or shot concrete 7 has a uniform thickness.
The draining member 8 is formed of a metal plate.

【0015】次に、この発明に係る既存木造建物の補強
工法を順を追って説明する。
Next, the method of reinforcing the existing wooden building according to the present invention will be described step by step.

【0016】(1) 最初に、既存木造建物の外装材2の室
外側にその全面にわたって立体金網3を取り付ける。こ
の場合、外装材2がモルタル塗り、タイル貼り、あるい
は板張りなどの場合は、立体金網3は外装材2の上に直
接添え付け、柱やはりなどの構造部材1に複数本のフッ
クボルト4によって強固に固定する。
(1) First, the three-dimensional wire netting 3 is attached to the outside of the exterior material 2 of the existing wooden building over its entire surface. In this case, when the exterior material 2 is mortar-coated, tiled, or plate-covered, the three-dimensional wire netting 3 is directly attached to the exterior material 2 and is firmly attached to the structural member 1 such as a pillar by a plurality of hook bolts 4. Fixed to.

【0017】この場合、水平補剛部材13を既存建物の2
階レベルに水平に突設することにより補強壁の補強効果
が一段と高められる。なお、水平補剛部材13は一方の弦
材を立体金網3とともに2階のはりなどの構造部材1に
フックボルト4によって強固に固定する。
In this case, the horizontal stiffening member 13 is attached to the existing building 2
By horizontally projecting at the floor level, the reinforcing effect of the reinforcing wall is further enhanced. It should be noted that the horizontal stiffening member 13 is firmly fixed to the structural member 1 such as a beam on the second floor by hook bolts 4 together with the one-dimensional chord member 3D.

【0018】また、既存建物の壁面がサイデングボード
などの薄い外装材で仕上げられている場合は、外装材2
を剥がし、外装材2が取り付けられている下地材の上に
立体金網3を取り付けるものとする。また、立体金網3
どうしの継ぎ目部および壁面部の出隅部(コーナ部)に
は補強用平金網10a,10b(図4(b),(c) 参照)を添え付
け、窓や出入り口などの開口部6の周囲、壁面部の出隅
部(コーナ部)および立体金網3の上端部などには必要
に応じて縦および横補強筋5a,5b を配筋してそれぞれ補
強し、さらに、立体金網3の下端部は基礎12の周囲に打
設された犬走りなどの土間コンクリート11の上に密着さ
せるか(図3(b))、または基礎12に添わせて地盤中に埋
め込む(図3(a) 参照)。また、軒裏にはその全面にわ
たって立体金網3を取り付ける。
If the wall surface of the existing building is finished with a thin exterior material such as a siding board, the exterior material 2
The three-dimensional wire netting 3 is attached on the base material on which the exterior material 2 is attached. Also, three-dimensional wire mesh 3
Reinforcing flat wire nets 10a and 10b (see Fig. 4 (b) and (c)) are attached to the joints between the seams and the wall surface (corners) to surround the openings 6 such as windows and doorways. The vertical and horizontal reinforcing bars 5a, 5b are reinforced as necessary at the corners of the wall surface and the upper end of the three-dimensional wire netting 3 to reinforce them. Is adhered to the soil concrete 11 such as dog running placed around the foundation 12 (Fig. 3 (b)), or embedded along the foundation 12 in the ground (see Fig. 3 (a)). . Also, the three-dimensional wire netting 3 is attached to the entire back of the eaves.

【0019】なお、壁面部の出隅部(コーナ部)に取り
付けられる立体金網には、あらかじめL字状に構成され
たものを使用すればきわめて便利であるが、矩形板状に
構成された立体金網3の片側の平金網3aを切断し、この
切断部分をL字状に折り曲げることによりコーナ部用に
簡単に加工することができる。むしろ、その方が立体金
網の運搬に際して嵩張らず好ましい。
It should be noted that it is extremely convenient to use a three-dimensional wire net which is preliminarily formed in an L shape as the three-dimensional wire net attached to the projected corner portion (corner portion) of the wall surface portion. By cutting the flat wire net 3a on one side of the wire net 3 and bending the cut portion into an L-shape, it can be easily processed for a corner portion. Rather, it is preferable because it is not bulky when transporting the three-dimensional wire netting.

【0020】(2) 次に、立体金網3の上にショットモル
タル又はショットコンクリート7を立体金網3が完全に
埋まるように、かつ、均一な厚さに吹き付ける。
(2) Next, shot mortar or shot concrete 7 is sprayed on the three-dimensional wire net 3 so as to completely fill the three-dimensional wire net 3 and have a uniform thickness.

【0021】また、立体金網3にショットモルタル又は
ショットコンクリート7を吹き付けることにより運搬可
能なショットコンクリート壁体(図省略)を矩形板状に
構成し、このショットコンクリート壁体を既存建物の壁
面にファスナーなどの固定金具によって取り付けること
もある。
A shot concrete wall body (not shown) that can be carried by spraying shot mortar or shot concrete 7 onto the three-dimensional wire net 3 is formed into a rectangular plate shape, and this shot concrete wall body is fastened to the wall surface of an existing building with a fastener. It may be attached by fixing metal fittings such as.

【0022】[0022]

【発明の効果】この発明に係る既存木造建物の補強工法
は、以上説明した構成からなり、既存木造建物の外壁面
に立体金網を貼着し、その上にショットモルタタルまた
はショットコンクリートを吹き付けるので、既存木造建
物の補強をきわめて簡単に行うことができ、また、既存
木造建物の耐震性および防音性を著しく高めることがで
き、さらに、遮音性および断熱性も向上する。
EFFECTS OF THE INVENTION The method for reinforcing an existing wooden building according to the present invention has the structure described above, and a three-dimensional wire mesh is attached to the outer wall surface of the existing wooden building, and shot mortar or shot concrete is sprayed on it. The existing wooden building can be reinforced very easily, the earthquake resistance and soundproofing of the existing wooden building can be remarkably enhanced, and the sound insulation and heat insulating properties are also improved.

【0023】また、立体金網にショットモルタル又はシ
ョットコンクリート7を吹き付けることにより運搬可能
な矩形板状のショットコンクリート壁体を構成し、この
ショットコンクリート壁体を既存建物の壁面にファスナ
ーなどの固定金具によって取り付けるようにすれば、現
場施工の省力化により工期の短縮化などを図れる効果が
ある。
A rectangular plate-shaped shot concrete wall body that can be carried by spraying shot mortar or shot concrete 7 onto a three-dimensional wire mesh is constructed, and this shot concrete wall body is fixed to a wall surface of an existing building by a fastener such as a fastener. If it is attached, there is an effect that the construction period can be shortened due to the labor saving on site construction.

【0024】さらに、水平補剛部材を既存建物の2階レ
ベルに水平に突設することにより補強壁の補強効果を一
段と高められる効果がある。
Further, by horizontally projecting the horizontal stiffening member at the second floor level of the existing building, the reinforcing effect of the reinforcing wall can be further enhanced.

【0025】また、立体金網は、平行に設置された2枚
の平金網と、この平金網間にこの平金網に連結して取り
付けられた複数本のラチス筋とを備えて構成してなるの
で、容易に製作でき、量産もできるなどの効果があ
る。。
Further, the three-dimensional wire net is composed of two flat wire nets installed in parallel and a plurality of lattice lines connected between the flat wire nets and connected to the flat wire net. It can be easily manufactured and mass-produced. .

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

【図1】この発明に係る既存木造建物の補強工法によっ
てリフォームされた既存木造建物の斜視図である。
FIG. 1 is a perspective view of an existing wooden building remodeled by a method of reinforcing an existing wooden building according to the present invention.

【図2】図1に示す既存木造建物の概要平面図である。FIG. 2 is a schematic plan view of the existing wooden building shown in FIG.

【図3】(a),(b) は図2におけるa−a線断面図であ
る。
3 (a) and 3 (b) are sectional views taken along the line aa in FIG.

【図4】(a) は立体金網の斜視図、(b) および(c) は補
強用平金網の斜視図である。
FIG. 4A is a perspective view of a three-dimensional wire mesh, and FIGS. 4B and 4C are perspective views of a reinforcing flat wire mesh.

【図5】図1に示す既存木造建物の一部側面図である。5 is a partial side view of the existing wooden building shown in FIG. 1. FIG.

【図6】図5における縦断面図である。6 is a vertical cross-sectional view of FIG.

【図7】(a) は既存木造建物の開口部の横断面図、(b)
は(a) におけるb−b線断面図である。
[Fig. 7] (a) is a cross-sectional view of the opening of an existing wooden building, (b)
FIG. 6B is a sectional view taken along line bb in (a).

【符号の説明】[Explanation of symbols]

1…軸組、2…外装材、3…立体金網、4…ファスナ
ー、5a,5b …縦, 横補強鉄筋、6…開口部、7…ショッ
トモルタルまたはショットコンクリート、8…水切り部
材、9…コーキング材、10a,10b …補強用平金網、11…
土間コンクリート、12…基礎、13…水平補剛部材。
1 ... Shaft, 2 ... Exterior material, 3 ... Three-dimensional wire mesh, 4 ... Fasteners, 5a, 5b ... Vertical, horizontal reinforcing bars, 6 ... Opening, 7 ... Shot mortar or shot concrete, 8 ... Draining member, 9 ... Caulking Material, 10a, 10b… Reinforcing flat wire mesh, 11…
Earth concrete, 12 ... Foundation, 13 ... Horizontal stiffening member.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 既存木造建物の外壁面に立体金網を貼着
し、その上にショットモルタルまたはショットコンクリ
ートを吹き付けることを特徴とする既存木造建物の補強
工法。
1. A method of reinforcing an existing wooden building, characterized in that a three-dimensional wire mesh is attached to the outer wall surface of the existing wooden building, and shot mortar or shot concrete is sprayed onto the three-dimensional wire mesh.
【請求項2】 立体金網にショットモルタルまたはショ
ットコンクリートを吹き付けることにより構成されるシ
ョットコンクリート壁体を、既存木造建物の外壁面に添
え付け固定することを特徴とする既存木造建物の補強工
法。
2. A reinforcing method for an existing wooden building, characterized in that a shot concrete wall body formed by spraying shot mortar or shot concrete onto a three-dimensional wire mesh is attached and fixed to the outer wall surface of the existing wooden building.
【請求項3】 立体金網は平行に設置された2枚の平金
網と、この2枚の平金網間にこの平金網に連結して取り
付けられた複数本のラチス筋とを備えて構成してなるこ
とを特徴とする請求項第1項又は第2項記載の既存木造
建物の補強工法。
3. The three-dimensional wire net comprises two flat wire nets installed in parallel, and a plurality of lattice lines connected between the two flat wire nets and connected to the flat wire net. The method for reinforcing an existing wooden building according to claim 1 or 2, wherein:
【請求項4】 既存木造建物の外壁面に2階の床レベル
に位置してトラス状に構成された水平補剛部材を取り付
けてなることを特徴とする請求項第1項、第2項又は第
3項記載の既存木造建物の補強工法。
4. A truss-shaped horizontal stiffening member, which is located at the floor level of the second floor, is attached to the outer wall surface of an existing wooden building. Reinforcement method for existing wooden buildings described in paragraph 3.
JP7182717A 1995-07-19 1995-07-19 Reinforcement method of existing wooden building Expired - Lifetime JP3047783B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7182717A JP3047783B2 (en) 1995-07-19 1995-07-19 Reinforcement method of existing wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7182717A JP3047783B2 (en) 1995-07-19 1995-07-19 Reinforcement method of existing wooden building

Publications (2)

Publication Number Publication Date
JPH0932310A true JPH0932310A (en) 1997-02-04
JP3047783B2 JP3047783B2 (en) 2000-06-05

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235886A (en) * 1996-03-04 1997-09-09 Shimizu Corp Seismic retrofit structure of existing building
JP2006028762A (en) * 2004-07-12 2006-02-02 Yoshiyuki Ogushi Aseismic reinforcing method and aseismic reinforcing structure
IE20220094A1 (en) * 2022-06-02 2023-12-06 Mcginley Hugh Cavity Wall Repair System

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235886A (en) * 1996-03-04 1997-09-09 Shimizu Corp Seismic retrofit structure of existing building
JP2006028762A (en) * 2004-07-12 2006-02-02 Yoshiyuki Ogushi Aseismic reinforcing method and aseismic reinforcing structure
IE20220094A1 (en) * 2022-06-02 2023-12-06 Mcginley Hugh Cavity Wall Repair System
GB2621438A (en) * 2022-06-02 2024-02-14 Mcginley Hugh Cavity wall repair system
GB2621438B (en) * 2022-06-02 2024-09-18 Mcginley Hugh Cavity wall repair method

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