JP3015650U - Exterior wall repair structure - Google Patents

Exterior wall repair structure

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Publication number
JP3015650U
JP3015650U JP1995001630U JP163095U JP3015650U JP 3015650 U JP3015650 U JP 3015650U JP 1995001630 U JP1995001630 U JP 1995001630U JP 163095 U JP163095 U JP 163095U JP 3015650 U JP3015650 U JP 3015650U
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Japan
Prior art keywords
wall
existing
reinforcing plate
strength
building
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.)
Expired - Lifetime
Application number
JP1995001630U
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Japanese (ja)
Inventor
堯 石川
Original Assignee
株式会社アイジー技術研究所
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Abstract

(57)【要約】 【目的】 建物の躯体強度を向上させつつ外壁を改修す
る。 【構成】 既存の躯体Aを構成する土台3、棟桁もしく
は妻梁4の間を連結し、強度を補強する金属帯状の補強
板Cを、既存外壁面B上から斜めに2つ以上交差配設
し、既存の躯体Aに固定することにより建物全体の強度
を向上させると共に、補強板Cを覆うように新規外壁D
を形成した外壁面の改修構造である。
(57) [Summary] [Purpose] The exterior wall is refurbished while improving the structural strength of the building. [Structure] Two or more metal strip-shaped reinforcing plates C that connect the base 3, the girders, or the girders 4 that compose the existing skeleton A and reinforce the strength are diagonally arranged on the existing outer wall surface B. By installing it and fixing it to the existing frame A, the strength of the entire building is improved, and a new outer wall D is provided so as to cover the reinforcing plate C.
It is a refurbished structure of the outer wall that formed the.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は建築、構築物の既存外壁面を新規外壁で改修するための構造に関する ものであり、さらに詳しくは、古くなった既存の躯体、既存外壁面の強度を向上 する補強板を配設して、建物の強度を向上させた後に乾式壁材からなる新規外壁 を表面に形成した改修の構造に関するものである。 The present invention relates to a structure for repairing an existing outer wall surface of a building or a structure with a new outer wall. More specifically, an existing old frame and a reinforcing plate for improving the strength of the existing outer wall surface are provided. The present invention relates to a refurbished structure in which a new outer wall made of drywall material is formed on the surface after improving the strength of the building.

【0002】[0002]

【従来の技術】[Prior art]

従来、この種の外壁改修としては、古くなった既存の外壁をすべて撤去して、 既存の躯体や胴縁等の壁下地材に新規外壁を形成する構造や、既存の外壁材上に 直に、もしくは、新規胴縁や防水シートを介して新規外壁を取り付ける構造が一 般的であった。 Conventionally, this type of outer wall renovation involves removing all existing old outer walls and forming a new outer wall on the existing base material such as the frame and furring strip, or directly on the existing outer wall material. Or, it was a general structure to attach a new outer wall through a new furring strip or a waterproof sheet.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、このような改修では古くなった既存の外壁と新規外壁を交換す ることや、傷んだ既存の外壁上に新規外壁を形成して、既存外壁を隠蔽すること の技術思想のみであり、古くなった建物の既存の躯体、あるいは既存外壁を補強 し、強度を向上させる技術思想は全く考慮に入れられていなかった。このため、 改修後の建物の躯体には負担が係り、強度的に弱く、特に耐震性に極端に劣り、 地震等の発生で新規外壁が脱落したり、躯体の破損、建物の崩壊等の被害が発生 することもあった。 However, such renovation is only the technical idea of replacing the old outer wall with the new outer wall, or forming a new outer wall on the damaged existing outer wall to conceal the existing outer wall. The technical idea of reinforcing the existing frame or existing outer wall of an old building to improve its strength was not taken into consideration at all. For this reason, the structure of the building after the renovation is burdened, weak in strength, particularly inferior in earthquake resistance, and new outer walls fall off due to earthquakes, damage to the structure, collapse of the building, etc. Sometimes occurred.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案はこのような欠点を除去するため、既存の外壁面を新規外壁で改修する 前に、既存の躯体を構成する土台、胴差し、棟桁もしくは妻梁の間を連結し、強 度を補強する金属帯状の補強板を、既存外壁面上から斜めに2つ以上交差配設し 、既存の躯体に固定することにより建物全体の強度を向上させると共に、補強板 を覆うように新規外壁を形成した外壁面の改修構造を提案するものである。 In order to eliminate such drawbacks, the present invention connects the base, girder, ridge girder or girder that constitutes the existing skeleton by connecting the existing skeleton before the renovation of the existing outer wall with the new outer wall. Two or more metal strip-shaped reinforcing plates to be reinforced are installed diagonally across from the existing outer wall surface and fixed to the existing frame to improve the strength of the entire building, and at the same time, the new outer wall is covered to cover the reinforcing plate. It proposes a repair structure for the formed outer wall.

【0005】[0005]

【実施例】【Example】

以下に図面を用いて本考案に係る外壁面の改修構造の一実施例について詳細に 説明する。図1(a)、(b)は上記改修構造の一例を示す説明図であり、Aは 既存建物の躯体、Bは既存外壁面、Cは補強板、Dは新規外壁、Fは基礎である 。 An embodiment of the outer wall repair structure according to the present invention will be described in detail below with reference to the drawings. 1 (a) and 1 (b) are explanatory views showing an example of the above-mentioned repair structure, A is a frame of an existing building, B is an existing outer wall surface, C is a reinforcing plate, D is a new outer wall, and F is a foundation. .

【0006】 躯体Aは図1(b)に示すように、垂直方向に伸びる主柱1、間柱2、および 水平方向に伸びる土台3、軒桁もしくは妻梁4とから構成される一般的なもので ある。勿論、これらは木造構造の建物での名称であり、鉄骨造構造ではこれらの 位置に、H型鋼材、角形鋼材、C型鋼材等が配設されているものである。なお、 図1(b)では便宜上既存外壁面Bを一点鎖線で示し省略してあるものである。As shown in FIG. 1 (b), the skeleton A is a general one composed of a main pillar 1 extending vertically, a stud 2, and a base 3 extending horizontally, an eaves girder or a girder 4. Is. Of course, these are the names of wooden structures, and in steel structures, H-shaped steel, rectangular steel, C-shaped steel, etc. are arranged at these positions. Note that, in FIG. 1B, the existing outer wall surface B is shown by a chain line and omitted for convenience.

【0007】 また、既存外壁面Bは躯体Aの外側面に例えば木摺、防水シート、ラスシート 、モルタル壁材の順に配設、施工されたモルタル壁からなるもの、もしくは、躯 体A上に胴縁を設け、防水シート、金属系サイディング、窯業系サイディング、 ALCパネル、タイル、塩ビ押出サイディング等の乾式壁材等からなるものであ る。Further, the existing outer wall surface B is a mortar wall which is constructed by arranging a wood slide, a waterproof sheet, a lath sheet, and a mortar wall material on the outer surface of the body A in this order, or a body on the body A. It is provided with edges and is composed of a waterproof sheet, metal siding, ceramic siding, ALC panels, tiles, dry wall materials such as PVC extrusion siding.

【0008】 さらに、補強板Cは図1に示すように既存外壁面B上に土台3から軒桁もしく は妻梁4にかけて斜めに2本以上交差して配設されるものであり、既存外壁面B を介して躯体Aを構成する少なくとも土台3、軒桁もしくは妻梁4に、釘、スク リュービス、テクス、アンカー、アンカーボルト等の固定具αによって取り付け 、古くなった躯体Aおよび既存外壁面Bの強度を向上する筋交いの機能を有する ものである。Further, as shown in FIG. 1, the reinforcing plate C is disposed on the existing outer wall surface B diagonally from the base 3 to the eaves girder or the girder 4 so that two or more crosses are provided. Attach the structure A through the outer wall B to at least the base 3, eaves girder, or girder 4 that constitutes the structure A with a fixing tool α such as a nail, screw vis, tex, anchor, or anchor bolt. It has a brace function to improve the strength of the wall surface B.

【0009】 また、補強板Cは図2(a)に示すように、例えば幅狭の長尺薄板状の鋼材、 カラー鋼板、アルミ鋼板等の金属帯状物からなるものであり、図1に示すように 、少なくとも躯体Aを構成し、水平方向に伸びる土台3、軒桁もしくは妻梁4を 連結するように配設、固定し、建物の躯体A強度を向上させるものである。さら に、図1に示すように補強板Cは、既存外壁面Bの対角を互いにクロスするよう に筋交い的に配設した方が強度的に好ましく、勿論、垂直方向に伸びる主柱1、 間柱2にも固定具αを用いて、補強板Cを固定することもできるものである。Further, as shown in FIG. 2A, the reinforcing plate C is made of, for example, a narrow thin long thin plate-shaped steel material, a metal strip such as a color steel plate, an aluminum steel plate, etc., and is shown in FIG. As described above, at least the skeleton A is configured, and the base 3, which extends in the horizontal direction, and the eaves girders or girders 4 are arranged and fixed so as to be connected, and the skeleton A strength of the building is improved. Further, as shown in FIG. 1, it is preferable that the reinforcing plate C is arranged in a bracing manner so that the diagonals of the existing outer wall surface B cross each other, in terms of strength. Of course, the main pillar 1 extending in the vertical direction, The reinforcing plate C can also be fixed to the stud 2 by using the fixing tool α.

【0010】 新規外壁Dは金属系サイディング材、もしくは、窯業系サイディング材、塩ビ 押出サイディング材、ALCパネル、タイル、金属パネル等からなる乾式外壁材 からなるものであり、特に図2(b)に示すような、金属薄板からなる表面材5 とシート状物からなる裏面材6とで、合成樹脂発泡体からなる芯材7をサンドイ ッチした金属サイディングが軽量で強度にも優れ、なおかつ、施工容易な点から 好ましいものである。また、新規外壁Dは図1に示すように補強板Cおよび既存 外壁面B上から直接、主柱1、間柱2等の躯体Aに固定具αを介して順次取り付 けられ、建物の外表面を多い、意匠性、断熱性、防音性、防火性等をさらに向上 させるものである。勿論、新規外壁Dを形成する際には、水切り、スタータ、止 縁、ジョイナ、出入隅等の役物を必要に応じて配設するものである。The new outer wall D is made of a metal-based siding material, or a ceramic-based siding material, a dry-type outer wall material such as a PVC extruded siding material, an ALC panel, a tile, and a metal panel. As shown, the metal siding made by sandwiching the core material 7 made of synthetic resin foam with the surface material 5 made of a thin metal plate and the back surface material 6 made of a sheet-like material is lightweight and has excellent strength. It is preferable because it is easy. Further, as shown in FIG. 1, the new outer wall D is directly mounted on the reinforcing plate C and the existing outer wall B directly to the skeleton A such as the main pillar 1 and the studs 2 through the fixtures α, so that the outside of the building It has many surfaces and further improves design, heat insulation, soundproofing, fireproofing, etc. Of course, when the new outer wall D is formed, accessories such as a drainer, a starter, a rim, a joiner, and an entrance / exit corner are arranged as necessary.

【0011】 次に、本考案に係る外壁面の改修構造の施工方法について説明する。先ず、図 1に示すように、モルタル壁等からなる既存外壁面B上に図2(a)に示すよう な長尺帯状の補強板Cを2本、建物の既存外壁面Bの4隅から対角線上にクロス させるように配設し、固定具αによって、土台3、軒桁もしくは妻梁4をそれぞ れ連結し、既存の躯体Aおよび既存外壁面Bの強度を補強し、向上させる。Next, a method for constructing the outer wall repair structure according to the present invention will be described. First, as shown in FIG. 1, two long strip-shaped reinforcing plates C as shown in FIG. 2 (a) are provided on the existing outer wall surface B such as a mortar wall, from four corners of the existing outer wall surface B of the building. The bases 3, the eaves girders, or the girders 4 are connected to each other by the fixtures α so as to be crossed diagonally, and the strength of the existing frame A and the existing outer wall surface B is reinforced and improved.

【0012】 そして、図2(b)に示すような金属系サイディング材からなる新規外壁Dを 補強板C上から、主柱1、間柱2等の躯体Aに釘等の固定具αを用いて、順次取 り付け、施工するものである。Then, a new outer wall D made of a metal-based siding material as shown in FIG. 2B is provided on the reinforcing plate C from the reinforcing plate C to the skeleton A of the main pillar 1, the stud 2, and the like by using a fixing tool α such as a nail. It will be installed and constructed in sequence.

【0013】 以上説明したのは、本考案に係る外壁面の改修構造の一実施例にすぎず、図3 〜図8に示すような改修構造としたり、改修ための部材を用いることもできる。What has been described above is only one example of the repair structure for the outer wall surface according to the present invention, and the repair structure as shown in FIGS. 3 to 8 or members for repair can be used.

【0014】 すなわち、図3〜図6は本考案に係る外壁面の改修構造のその他の実施例を示 す説明図であり、図3(a)は改修する既存外壁面Bの面積の広さによって、補 強板Cの数を任意に増やしたものである。That is, FIGS. 3 to 6 are explanatory views showing another embodiment of the repair structure of the outer wall surface according to the present invention, and FIG. 3 (a) shows the area of the existing outer wall surface B to be repaired. The number of reinforcing plates C is arbitrarily increased by.

【0015】 また、図3(b)は改修する既存外壁面Bに窓、玄関等の開口部βが存在する 際の補強板Cの配設例を示したものであり、開口部βの左右に補強板Cを交差し て配設すると共に、開口部βの上下部分にも水平に伸びる補強板Cを配設するこ とで、既存外壁面Bに開口部βが存在しても強度を向上させることができるもの である。なお、図では補強板Cの端部を折り返すことによって、補強板Cの引っ 張り強度を向上したものである。FIG. 3B shows an arrangement example of the reinforcing plate C when the existing outer wall surface B to be repaired has an opening β such as a window or entrance, and the reinforcing plate C is provided on the left and right sides of the opening β. By arranging the reinforcing plates C so as to intersect with each other and by arranging the reinforcing plates C that extend horizontally also above and below the opening β, the strength is improved even if the existing outer wall surface B has the opening β. It can be done. In the drawing, the tensile strength of the reinforcing plate C is improved by folding back the end of the reinforcing plate C.

【0016】 図4は建物が2階建て以上の際の例を示すものであり、建物が2階建て以上の 際には土台3と軒桁もしくは妻梁4との間に胴差し8が介在する躯体Aの構造を 示す例である。なお、図3、図4においては既存外壁面Bを便宜上一点鎖線で示 したものである。FIG. 4 shows an example in which the building has two or more floors. When the building has two or more floors, a girder 8 is interposed between the base 3 and the eaves girder or gable beam 4. It is an example showing the structure of the body A to be. Note that, in FIGS. 3 and 4, the existing outer wall surface B is shown by a chain line for convenience.

【0017】 図5(a)は補強板Cと新規外壁Dとの間に防水シートEを介在した例、図5 (b)は補強板Cと新規外壁Dとの間に新規外壁Dの取付下地となる胴縁9を介 在した例、図6は新規外壁Dを縦張り状の乾式壁材とした例である。FIG. 5A shows an example in which the waterproof sheet E is interposed between the reinforcing plate C and the new outer wall D, and FIG. 5B shows the attachment of the new outer wall D between the reinforcing plate C and the new outer wall D. FIG. 6 shows an example in which the furring strip 9 serving as a base is interposed, and FIG. 6 shows an example in which the new outer wall D is a vertical dry wall material.

【0018】 図7は補強板Cの変形例であり、(a)図は断面をL字状に、(b)図はコ字 状に、(c)図は凸状を形成、(d)図は断面ハット状に、(e)図は中空角形 にそれぞれ形成したものであり、いずれも平板状の補強板Cと比較して強度を向 上させたものである。FIG. 7 shows a modification of the reinforcing plate C. FIG. 7A shows an L-shaped cross section, FIG. 7B shows a U-shape, and FIG. 7C shows a convex shape. The figure shows a hat-shaped cross section, and the figure (e) shows a hollow prism, both of which have higher strength than the flat reinforcing plate C.

【0019】 図8(a)〜(f)は新規外壁Dに用いられる乾式壁材のその他の例を示すも のであり、図8(a)〜(c)は金属系サイディング、図8(d)は塩ビサイデ ィング、図8(e)、(f)は窯業系サイディングの断面形状を示すものである 。勿論、これらの部材を各々組み合わせた改修構造とすることもできる。8 (a) to 8 (f) show other examples of the dry type wall material used for the new outer wall D. FIGS. 8 (a) to 8 (c) show metal-based siding, and FIG. 8) shows PVC siding, and FIGS. 8 (e) and 8 (f) show sectional shapes of ceramic siding. Of course, it is also possible to provide a repair structure in which these members are combined.

【0020】[0020]

【考案の効果】[Effect of device]

以上説明したように本考案に係る外壁面の改修構造によれば、既存の躯体も しくは既存の外壁の強度を補強する補強材を、既存外壁上から少なくとも土台、 棟桁もしくは妻梁のいずれか2つ以上を連結するように配設するので、建物全体 の強度を向上させ、水平方向の荷重に強く地震等の振動や、台風等の外圧に強い 構造となる。既存外壁を解体する必要がないので、施工工数を省略できると共 に、工期を大幅に短縮することができ、しかも施工中の居住に何等支障を来さな い。既存外壁上に直接新規外壁を形成するので、施工が簡単でコストを節約で きる。既存外壁と新規外壁の2重壁構造となり、断熱性、防音性、防火性に富 む構造となる。等の効果、特徴がある。 As described above, according to the outer wall repair structure according to the present invention, the reinforcing material for reinforcing the strength of the existing frame or the existing outer wall is provided on at least the foundation, the girder, or the girder from above the existing outer wall. Since the two or more are connected to each other, the strength of the entire building is improved, and the structure is strong against horizontal loads and strong against vibration such as earthquakes and external pressure such as typhoons. Since it is not necessary to dismantle the existing outer wall, the construction man-hours can be omitted, the construction period can be significantly shortened, and there is no hindrance to living during construction. Since a new outer wall is formed directly on the existing outer wall, construction is simple and cost can be saved. It has a double wall structure consisting of an existing outer wall and a new outer wall, and has a structure with excellent heat insulation, sound insulation, and fire protection. There are effects and features.

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

【図1】本考案に係る外壁面の改修構造の代表例を示す
説明図である。
FIG. 1 is an explanatory view showing a typical example of a repair structure for an outer wall surface according to the present invention.

【図2】本考案に用いる補強板と新規外壁の例を示す説
明図である。
FIG. 2 is an explanatory view showing an example of a reinforcing plate and a new outer wall used in the present invention.

【図3】本考案に係る外壁面の改修構造のその他の例を
示す説明図である。
FIG. 3 is an explanatory view showing another example of the outer wall repair structure according to the present invention.

【図4】本考案に係る外壁面の改修構造のその他の例を
示す説明図である。
FIG. 4 is an explanatory view showing another example of the repair structure for the outer wall surface according to the present invention.

【図5】本考案に係る外壁面の改修構造のその他の例を
示す説明図である。
FIG. 5 is an explanatory view showing another example of the repair structure of the outer wall surface according to the present invention.

【図6】本考案に係る外壁面の改修構造のその他の例を
示す説明図である。
FIG. 6 is an explanatory view showing another example of the outer wall repair structure according to the present invention.

【図7】本考案に用いる補強板のその他の例を示す説明
図である。
FIG. 7 is an explanatory view showing another example of the reinforcing plate used in the present invention.

【図8】本考案に用いる新規外壁のその他の例を示す説
明図である。
FIG. 8 is an explanatory view showing another example of the new outer wall used in the present invention.

【符号の説明】[Explanation of symbols]

α 固定具 β 開口部 A 躯体 B 既存外壁面 C 補強板 D 新規外壁 E 防水シート F 基礎 1 主柱 2 間柱 3 土台 4 軒桁もしくは妻梁 5 表面材 6 裏面材 7 芯材 8 胴差し 9 胴縁 α Fixing device β Opening A Body B Existing outer wall C Reinforcement plate D New outer wall E Waterproof sheet F Foundation 1 Main pillar 2 Base 3 Sill 4 Base girder or girder 5 Surface material 6 Back material 7 Core material 8 Body insert 9 Body edge

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 建築、構築物の既存壁面を新規外壁で改
修する構造において、改修する既存外壁面上に土台から
軒桁もしくは妻梁に斜めに伸びる金属帯状の補強板が2
つ以上交差して配設されており、それぞれ土台、軒桁も
しくは妻梁に固定されていると共に、該補強板上に乾式
壁材からなる新規外壁が形成されていることを特徴とす
る外壁面の改修構造。
1. In a structure in which an existing wall of a building or a structure is renovated with a new outer wall, a metal strip-shaped reinforcing plate extending diagonally from the foundation to the eaves girder or gable beam is provided on the existing outer wall to be rehabilitated.
The outer wall surface is characterized in that it is arranged in three or more crossings and is fixed to the base, eaves girder or gable beam, respectively, and a new outer wall made of dry wall material is formed on the reinforcing plate. Repair structure.
JP1995001630U 1995-03-10 1995-03-10 Exterior wall repair structure Expired - Lifetime JP3015650U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995001630U JP3015650U (en) 1995-03-10 1995-03-10 Exterior wall repair structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995001630U JP3015650U (en) 1995-03-10 1995-03-10 Exterior wall repair structure

Publications (1)

Publication Number Publication Date
JP3015650U true JP3015650U (en) 1995-09-05

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995001630U Expired - Lifetime JP3015650U (en) 1995-03-10 1995-03-10 Exterior wall repair structure

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Country Link
JP (1) JP3015650U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015071917A (en) * 2013-10-04 2015-04-16 ニチハ株式会社 Fall blocking member and repairing method of outer wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015071917A (en) * 2013-10-04 2015-04-16 ニチハ株式会社 Fall blocking member and repairing method of outer wall

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