JPH08326268A - Exterior wall repairing construction - Google Patents

Exterior wall repairing construction

Info

Publication number
JPH08326268A
JPH08326268A JP13091995A JP13091995A JPH08326268A JP H08326268 A JPH08326268 A JP H08326268A JP 13091995 A JP13091995 A JP 13091995A JP 13091995 A JP13091995 A JP 13091995A JP H08326268 A JPH08326268 A JP H08326268A
Authority
JP
Japan
Prior art keywords
wall
existing
furring strips
new
furring strip
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
JP13091995A
Other languages
Japanese (ja)
Inventor
Tatsuo Yamamoto
達雄 山本
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP13091995A priority Critical patent/JPH08326268A/en
Publication of JPH08326268A publication Critical patent/JPH08326268A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To shorten a construction period by driving a nail-like anchorage in the existing wall slantly from furring strips to mount the furring strips to the existing wall, and fixing a new wall of a dry walling on the furring strips. CONSTITUTION: Furring strips B of wood are fixed on the existing wall A such as mortar wall provided on the existing skeleton or concrete wall by driving anchorages such as nails, etc., slantly. The furring strips B are arranged over the whole wall surface to be repaired, and new walls C of a dry board exterior wall material such as metal siding material, ceramic industrial siding material, ALC manel material, etc., are subsequently fixed on the furring strips B and are executed. Accordingly, since the existing wall is not required to be dismantled, execution manhour can be eliminated and, at the same time, beautiful appearance can be improved.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は建築、構築物の既成壁を
新規壁で改修するための構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for repairing an existing wall of a building or a structure with a new wall.

【0002】[0002]

【従来の技術】従来、この種の外壁改修構造としては、
古くなった既成の外壁をすべて撤去して、既成の躯体
や胴縁等の壁下地材に新規外壁を形成する構造や、既成
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。
また、既存壁上に胴縁をコンクリートアンカーボルト等
の固定具により固定し、この胴縁に新規壁を固定して改
修する構造もあった。
2. Description of the Related Art Conventionally, as this kind of outer wall repair structure,
By removing all the old outer walls that have become old, a new outer wall is formed on the wall base material such as the existing frame or furring, or directly on the existing outer wall material, or by installing a new furring or tarpaulin. The structure in which a new outer wall is attached via a general structure was common.
There was also a structure in which a furring strip was fixed on an existing wall with a fixture such as a concrete anchor bolt, and a new wall was fixed to this furring strip for repair.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、のよ
うな改修構造では、既存の外壁を取り去るので改修工事
中は居住が中断される欠点があった。また、取り去られ
た既存の外壁の残材を処分する作業によりコスト高にな
ってしまうと共に、工事が大がかりとなり、周囲の人々
や環境にも悪影響を与えてしまう恐れがあった。さら
に、のような改修構造では、既存壁が無機系壁である
ため、胴縁を固定する固定具はコンクリートアンカーボ
ルト系の固定具を使用しなければならず、施工順序とし
ては既存壁にドリル等で下孔を開け、つぎにアンカーを
打ち込み、そしてアンカーにボルトを締結するという3
段階の手順が必要であり、施工性に極端に劣る欠点があ
った。
However, in such a repair structure, the existing outer wall is removed, so that there is a drawback that the residence is interrupted during the repair work. In addition, the cost of the operation of disposing of the removed residual material of the existing outer wall is high, and the construction becomes large in scale, which may adversely affect people and the surrounding environment. In addition, in the refurbishment structure like this, since the existing wall is an inorganic wall, the fixture to fix the furring must be a concrete anchor bolt type fixture, and the construction order is to drill on the existing wall. Etc. to open the pilot hole, then drive the anchor and fasten the bolt to the anchor 3
It requires a stepwise procedure and has the drawback of being extremely inferior in workability.

【0004】[0004]

【課題を解決するための手段】本発明はこのような欠点
を除去するために、既存壁をそのまま残し、既存壁上か
ら胴縁を介して新規壁を形成する改修構造としたので、
工事中であっても居住が可能で、残材が発生しないと共
に、コストを最小限におさえることができ、しかも、胴
縁上から針状の固定具を既存壁に斜めに打ち込こむだけ
て、固定強度(引っ張り力)を向上し、胴縁を既存壁に
固定することができるので、胴縁の固定が1手順で済
み、施工性に優れる外壁改修構造を提案するものであ
る。
In order to eliminate such drawbacks, the present invention has a repair structure in which an existing wall is left as it is and a new wall is formed on the existing wall via a furring strip.
It is possible to live even during construction, no waste material is generated, cost can be kept to a minimum, and moreover, needle-like fasteners can be driven diagonally into the existing wall from above the furrow. Since the fixing strength (tensile force) can be improved and the furring strip can be fixed to the existing wall, the furring strip can be fixed in one procedure, and an outer wall repair structure having excellent workability is proposed.

【0005】[0005]

【実施例】以下に図面を用いて、本発明に係る外壁改修
構造の一実施例について詳細に説明する。図1は上記改
修構造の代表例を示す説明図であり、無機系の既存壁
A、胴縁B、新規壁C、固定具αからなるものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of an outer wall repairing structure according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is an explanatory view showing a typical example of the above-mentioned repair structure, which is composed of an existing inorganic wall A, a furring strip B, a new wall C, and a fixture α.

【0006】既存壁Aは既存の躯体(図示せず)上に形
成された無機系の材料からなるものであり、例えば、モ
ルタル壁、コンクリート壁、ALC壁、スレート壁、窯
業系パネル壁、等の1種以上からなるものである。
The existing wall A is made of an inorganic material formed on an existing skeleton (not shown), for example, a mortar wall, a concrete wall, an ALC wall, a slate wall, a ceramic panel wall, etc. Of one or more types.

【0007】胴縁Bは既存壁Aに固定具αによって取り
付けられると共に、後記する新規壁Cの取り付け下地と
して機能し、既存壁Aの表面模様等による凹凸を解消
し、新規壁の張り上がりが平らで、美観性を良くするも
のである。
The furring strip B is attached to the existing wall A by a fixing tool α, and also functions as a mounting base of a new wall C described later, eliminating irregularities due to the surface pattern of the existing wall A, and the rising of the new wall. It is flat and improves aesthetics.

【0008】その胴縁Bの形状としては、例えば図2に
示すような断面長方形の長尺体からなるものである。そ
の素材としては図2(a)に示すような各種木材B1、
もしくは図2(b)に示すような木材B1と各種合成樹
脂発泡体B2の複合材とすることもできるものである。
The shape of the furring strip B is, for example, an elongated body having a rectangular cross section as shown in FIG. As its material, various kinds of wood B1 as shown in FIG.
Alternatively, a composite material of wood B1 and various synthetic resin foams B2 as shown in FIG. 2 (b) can be used.

【0009】さらに、胴縁Bは図1に示すように、新規
壁Cが横張り状の壁材である場合には垂直方向に沿っ
て、また、新規壁Cが縦張り状の壁材である場合には水
平方向に沿って、一定の任意ピッチで連続して既存壁A
全面に配設し、針状の固定具αによって、適宜ピッチで
固定されるものである。
Further, as shown in FIG. 1, the furring strip B is along the vertical direction when the new wall C is a horizontally stretched wall material, and the new wall C is a vertically stretched wall material. In some cases, the existing wall A is continuously run at a fixed arbitrary pitch along the horizontal direction.
It is arranged on the entire surface and is fixed at an appropriate pitch by a needle-shaped fixing tool α.

【0010】その針状の固定具αとしては、例えば図に
示す釘の他にもスクリュウビス、テクス、ヘクス等を使
用するものである。そして、固定具αによる胴縁Bの既
存壁Aへの固定は、図3に拡大して示すように、水平面
から斜め方向に打ち込むものである。
As the needle-shaped fixture α, for example, screw screws, tex, hex, etc. other than the nails shown in the figure are used. Then, the fixing of the furring strip B to the existing wall A by the fixing tool α is driving in an oblique direction from the horizontal plane as shown in an enlarged view in FIG.

【0011】さらに詳説すると、図3の断面図に該当す
る図4に示すように、一点鎖線で示す水平線1から角度
θ傾斜させて固定具αを既存壁Aに打ち込むものであ
り、このように斜め方向に固定具αを打ち込むことによ
り、矢印で示す方向の引っ張り力に対して、固定具αと
既存壁Aの摩擦抵抗が増大することにより向上し、つい
ては、胴縁Bと既存壁Aの連結力、一体化の強化が図れ
るものである。
More specifically, as shown in FIG. 4 corresponding to the sectional view of FIG. 3, the fixture α is driven into the existing wall A at an angle of θ with respect to the horizontal line 1 indicated by the alternate long and short dash line. By driving the fixing tool α in an oblique direction, the frictional resistance between the fixing tool α and the existing wall A is increased with respect to the pulling force in the direction indicated by the arrow, which is improved. The connection force and integration can be strengthened.

【0012】なお図4では、連結力が最も強くなるよう
に角度θ=45度とし、さらに、強度の平均化のため、
上部では上方向に固定具αを傾斜させ、下部では下方向
に固定具αを傾斜させるように、交互上下方向を逆転し
て固定するものである。勿論、角度θは45度以外に
も、約15〜75度位の範囲(例えば、30度、60度
等)であれば、十分に連結力は強化されるものである。
In FIG. 4, the angle θ is set to 45 ° so that the connecting force becomes the strongest, and further, in order to average the strength,
In the upper part, the fixing tool α is tilted upward, and in the lower part, the fixing tool α is tilted downward, so that the vertical fixing directions are alternately reversed and fixed. Of course, if the angle θ is in the range of about 15 to 75 degrees (for example, 30 degrees, 60 degrees, etc.) other than 45 degrees, the connecting force is sufficiently strengthened.

【0013】また、図4では固定具αの傾斜を上下方向
に傾斜させたものであるが、勿論図5に示すように、二
点鎖線で示す水平線1から、固定具αを角度θ傾斜さ
せ、固定具αの先端部α1を頂点として固定具αの頭部
α2を回転させた時に生じる円錐底面の円周2(二点鎖
線で示す)部分に、固定具αの頭部α2が存在すれば、
どの方向(上下、左右等)に傾斜させても良いものであ
る。
In FIG. 4, the fixture α is tilted in the vertical direction. Of course, as shown in FIG. 5, the fixture α is tilted by an angle θ from the horizontal line 1 shown by the two-dot chain line. , The head α2 of the fixture α may be present at the circumference 2 (indicated by a chain double-dashed line) of the conical bottom surface generated when the head α2 of the fixture α is rotated with the tip α1 of the fixture α as the apex. If
It may be tilted in any direction (vertical, horizontal, etc.).

【0014】新規壁Cは金属サイディング材、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、等からなる乾式の
ボード系外壁材からなるものであり、特に図6に示すよ
うな、金属薄板からなる表面材3と金属薄板もしくはシ
ート状物からなる裏面材4とで、合成樹脂発泡体もしく
は石膏ボード等からなる芯材5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。
The new wall C is a metal siding material, a ceramic siding material, a vinyl chloride extruded siding material,
It is made of a dry board type outer wall material such as an ALC panel, a tile, a metal panel, etc., and in particular, as shown in FIG. 6, a surface material 3 made of a metal thin plate and a back material 4 made of a metal thin plate or a sheet-like material. Therefore, the metal siding sandwiching the core material 5 made of synthetic resin foam or gypsum board or the like is preferable because it is lightweight, has excellent strength, and is easy to construct.

【0015】新規壁Cは既存壁Aに取り付けられた胴縁
上に、釘等の固定具αによって順次固定され、建物の表
面意匠の向上、第一次防水、断熱機能の向上等を図るも
のである。勿論、新規壁Cの固定も上記固定具αを角度
θで傾斜させて形成しても良いものである。
The new wall C is sequentially fixed on the furring strip attached to the existing wall A by a fixing tool α such as a nail to improve the surface design of the building, the primary waterproofing and the heat insulating function. Is. Of course, the new wall C may be fixed by inclining the fixing tool α at an angle θ.

【0016】次に、本発明に係る外壁改修構造の施工方
法について簡単に説明する。先ず図2(a)に示すよう
な木材B1からなる胴縁Bを図3に示すように釘からな
る固定具αを斜めに打ち込んで、既存壁Aに固定する。
この作業を適宜ピッチで行い、図1に示すように改修壁
面全面に胴縁を配設する。最後に、金属サイディングか
らなる新規壁Cを胴縁Bに順次固定し施工を終了するも
のである。勿論、水切り材、止縁材、出隅材、入隅材、
等の各種役物を使用するものである。
Next, a method of constructing the outer wall repair structure according to the present invention will be briefly described. First, the furring strip B made of wood B1 as shown in FIG. 2 (a) is fixed to the existing wall A by driving a fixture α made of nails diagonally as shown in FIG.
This work is performed at an appropriate pitch, and a furring strip is arranged on the entire surface of the repaired wall as shown in FIG. Finally, the new wall C made of metal siding is sequentially fixed to the furring strip B to complete the construction. Of course, draining material, torch material, projected corner material, entering corner material,
Various types of accessories such as are used.

【0017】以上説明したのは、本発明に係る外壁改修
構造の代表例であり、図7〜図13に示すような部材を
用いたり、改修構造としたりすることもできる。すなわ
ち、図7〜図10は新規壁Cを構成する乾式壁材のその
他の例を示す説明図であり、図7(a)〜(e)およ
び、図8(a)は、特に横張り状金属サイディング材の
断面形状を示す説明図で、表面材3としてカラー鋼板、
アルミニウム鋼板等の各種薄型金属板を用い、芯材5と
してポリウレタンフォーム、イソシアヌレートフォー
ム、フェノールフォーム等の合成樹脂発泡体、もしく
は、石膏ボード、ロックウール等の各種断熱材を用い、
裏面材4としては各種薄型金属板もしくはアルミニウム
蒸着紙、防水紙等のシート状物を用いたものである。
The above description is a representative example of the outer wall repair structure according to the present invention, and members as shown in FIGS. 7 to 13 may be used or the repair structure may be used. That is, FIGS. 7 to 10 are explanatory views showing other examples of the dry type wall material constituting the new wall C, and FIGS. 7 (a) to 7 (e) and FIG. It is explanatory drawing which shows the cross-sectional shape of a metal siding material, and a color steel plate as surface material 3,
Using various thin metal plates such as aluminum steel plates, synthetic resin foams such as polyurethane foam, isocyanurate foam, and phenol foam, or various heat insulating materials such as gypsum board and rock wool as the core material 5,
As the back material 4, various thin metal plates or sheet materials such as aluminum vapor-deposited paper and waterproof paper are used.

【0018】図8(b)〜(d)は窯業系サイディング
材、押出陶板の例、図9(a)〜(c)は縦張り状金属
サイディング材の断面形状を示す説明図、図10
(a)、(b)は塩ビ(PVC)押出サイディング材、
もしくはアルミ押出サイディング材の例である。
FIGS. 8 (b) to 8 (d) are examples of ceramic siding materials and extruded porcelain plates, and FIGS. 9 (a) to 9 (c) are explanatory views showing the cross-sectional shapes of the vertically-stretched metal siding materials, and FIG.
(A) and (b) are PVC (PVC) extruded siding materials,
Alternatively, it is an example of an aluminum extruded siding material.

【0019】また、図11は胴縁Bと新規壁Cとの間に
防水シートDを介在させ、防水性を強化した構造の例で
ある。図12は胴縁B同士の空間に断熱材Eを吹き付け
もしくはボード状のものを介在した例であり、断熱性能
を向上した例である。図13は胴縁Bを水平方向に沿っ
て配置し新規壁Cを縦張りの乾式壁材とした構造の例で
ある。
Further, FIG. 11 shows an example of a structure in which a waterproof sheet D is interposed between the furring strip B and the new wall C to enhance waterproofness. FIG. 12 shows an example in which a heat insulating material E is sprayed or a board-shaped material is interposed in the space between the furring strips B, which is an example in which the heat insulating performance is improved. FIG. 13 shows an example of a structure in which the furring strip B is arranged along the horizontal direction and the new wall C is a vertically-lined dry wall material.

【0020】[0020]

【発明の効果】以上説明したように、本発明に係る外壁
改修構造によれば、既成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。既成壁上に胴縁を介して直接新規壁を形成するの
で、施工が簡単でコストを節約できる。既外壁と新規
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。胴縁の取り付けは針状の固定具を斜めに
打ち込むので、既存壁が無機系であっても強固に取り付
けることができ、従来のアンカーボルト系の固定具に比
べ、施工手順が大幅に簡略化できる。等の特徴、効果が
ある。
As described above, according to the outer wall repairing structure of the present invention, since it is not necessary to dismantle the existing wall, it is possible to reduce the number of construction steps and to shorten the construction period significantly, and No hindrance to living during construction. Since a new wall is formed directly on the existing wall via the furring strip, construction is simple and cost can be saved. It has a double wall structure consisting of an existing outer wall and a new wall, and has a structure with excellent heat insulation, soundproofing, and fireproofing. Since the needle-shaped fixture is driven diagonally into the furring, it can be firmly attached even if the existing wall is inorganic, and the construction procedure is greatly simplified compared to the conventional anchor bolt-based fixture. it can. There are characteristics and effects.

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

【図1】本発明に係る外壁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 an outer wall repairing structure according to the present invention.

【図2】図1における胴縁の例を示す説明図である。FIG. 2 is an explanatory diagram showing an example of a furring strip in FIG.

【図3】胴縁の固定の仕方を示す説明図である。FIG. 3 is an explanatory diagram showing a method of fixing a furring strip.

【図4】胴縁の固定の仕方を示す説明図である。FIG. 4 is an explanatory diagram showing how to fix a furring strip.

【図5】胴縁の固定の仕方を示す説明図である。FIG. 5 is an explanatory diagram showing how to fix a furring strip.

【図6】図1における新規壁の例を示す説明図である。6 is an explanatory diagram showing an example of a new wall in FIG. 1. FIG.

【図7】新規壁のその他の例を示す説明図である。FIG. 7 is an explanatory diagram showing another example of the new wall.

【図8】新規壁のその他の例を示す説明図である。FIG. 8 is an explanatory diagram showing another example of the new wall.

【図9】新規壁のその他の例を示す説明図である。FIG. 9 is an explanatory diagram showing another example of the new wall.

【図10】新規壁のその他の例を示す説明図である。FIG. 10 is an explanatory diagram showing another example of the new wall.

【図11】本発明に係る外壁改修構造のその他の例を示
す説明図である。
FIG. 11 is an explanatory diagram showing another example of the outer wall repair structure according to the present invention.

【図12】本発明に係る外壁改修構造のその他の例を示
す説明図である。
FIG. 12 is an explanatory view showing another example of the outer wall repair structure according to the present invention.

【図13】本発明に係る外壁改修構造のその他の例を示
す説明図である。
FIG. 13 is an explanatory view showing another example of the outer wall repairing structure according to the present invention.

【符号の説明】[Explanation of symbols]

α 固定具 α1 先端部 α2 頭部 A 既存壁 B 胴縁 B1 木材 B2 合成樹脂発泡体 C 新規壁 D 防水シート E 断熱材 1 水平線 2 円周 3 表面材 4 裏面材 5 芯材 α Fixture α1 Tip α2 Head A Existing wall B Furring edge B1 Wood B2 Synthetic resin foam C New wall D Waterproof sheet E Insulation material 1 Horizontal line 2 Circumference 3 Surface material 4 Backing material 5 Core material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 無機系の既存壁上に胴縁を固定し、該胴
縁に乾式壁材からなる新規壁を形成した改修構造におい
て、胴縁上から針状の固定具が既存壁に斜めに打ち込ま
れて、既存壁に胴縁が取り付けられていることを特徴と
する外壁改修構造。
1. In a repair structure in which a furring strip is fixed on an existing inorganic wall and a new wall made of dry wall material is formed on the furring strip, a needle-shaped fixing tool is obliquely attached to the existing wall from above the furring strip. The outer wall renovation structure is characterized in that it is driven into and the furring strip is attached to the existing wall.
JP13091995A 1995-05-30 1995-05-30 Exterior wall repairing construction Pending JPH08326268A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13091995A JPH08326268A (en) 1995-05-30 1995-05-30 Exterior wall repairing construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13091995A JPH08326268A (en) 1995-05-30 1995-05-30 Exterior wall repairing construction

Publications (1)

Publication Number Publication Date
JPH08326268A true JPH08326268A (en) 1996-12-10

Family

ID=15045812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13091995A Pending JPH08326268A (en) 1995-05-30 1995-05-30 Exterior wall repairing construction

Country Status (1)

Country Link
JP (1) JPH08326268A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000054649A (en) * 1998-08-04 2000-02-22 Inax Corp Outer wall repairing method and device
JP2007077644A (en) * 2005-09-13 2007-03-29 Nippon Steel & Sumikin Coated Sheet Corp Heat insulating panel and building external wall structure
CN106351411A (en) * 2016-10-28 2017-01-25 广州机施建设集团有限公司 Construction method for mortar protection structure of steel plate shear wall and mortar protection structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000054649A (en) * 1998-08-04 2000-02-22 Inax Corp Outer wall repairing method and device
JP2007077644A (en) * 2005-09-13 2007-03-29 Nippon Steel & Sumikin Coated Sheet Corp Heat insulating panel and building external wall structure
CN106351411A (en) * 2016-10-28 2017-01-25 广州机施建设集团有限公司 Construction method for mortar protection structure of steel plate shear wall and mortar protection structure
CN106351411B (en) * 2016-10-28 2019-03-01 广州机施建设集团有限公司 The construction method and mortar of the mortar protection structure of steel plate shear force wall protect structure

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