JPH11181918A - Fitting construction of inner wall - Google Patents

Fitting construction of inner wall

Info

Publication number
JPH11181918A
JPH11181918A JP34841897A JP34841897A JPH11181918A JP H11181918 A JPH11181918 A JP H11181918A JP 34841897 A JP34841897 A JP 34841897A JP 34841897 A JP34841897 A JP 34841897A JP H11181918 A JPH11181918 A JP H11181918A
Authority
JP
Japan
Prior art keywords
wall
panel
spacer
center
fitted
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
JP34841897A
Other languages
Japanese (ja)
Inventor
Shinji Tsuda
慎司 津田
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP34841897A priority Critical patent/JPH11181918A/en
Publication of JPH11181918A publication Critical patent/JPH11181918A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To enlarge effective area in a room at low cost by fixedly securing a panel metal fitting to the relative positions of beams of upper and lower steps to form an outer wall construction capable of locking a panel, threadedly fitting traverse furring strips on the back and fitting an inner wall material with a wood shaft. SOLUTION: Horizontal furring strips 10 traversing on the back of a panel 1 is threadedly fitted to the center of each panel 1, the wood shaft 12a of an inner wall backing 12 is nailed to the furring strips 10, and an inner wall material 9 is fitted to the indoor side of the inner wall backing 12. Otherwise, a bolt 11 penetrating through the wood shaft 12a of the inner wall backing 12 is threadedly fitted to an anchor 1a buried in the vicinity of the center of the back of the outer wall panel 1 through a spacer. The spacer is slidably fitted to the panel 1 or the wood shaft 12a contact part, and when a building frame is oscillated by earthquake or the like, the outer wall panel 1 does not interfere with the inner wall material 9. Further, the inner wall backing material 12 is engagedly fitted to the outer wall panel 1, and by assigning a part of the strength of the inner wall to the outer wall so as to make small the size of the backing material 12 for the inner wall. Hereby, material cost is reduced, the thickness of the inner wall is thinned, and hence the effective area in the room can be enlarged.

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】この発明は鉄骨躯体の外壁が
ALCパネルで構成されている建築物の、屋内の壁面の
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 an indoor wall structure of a building in which an outer wall of a steel frame is formed of an ALC panel.

【0002】[0002]

【従来の技術】従来建築物の鉄骨躯体の上下段の水平な
梁に、外壁用ALCパネル1を取付ける場合には種々な
構造があるが、例えば図4に示すように、梁2の上フラ
ンジ2aの上面に固着された定規アングル3に、上下段
のALCパネル1の上下端部近辺の中心に、夫々ボルト
4で螺着されている自重受け金具5と、イナヅマプレー
ト6を溶接固着した取付け構造がある。
2. Description of the Related Art Conventionally, there are various structures in which an ALC panel 1 for an outer wall is attached to upper and lower horizontal beams of a steel frame of a building. For example, as shown in FIG. Attachment of a ruler angle 3 fixed to the upper surface of 2a, a self-weight receiving bracket 5 screwed with a bolt 4 at the center near the upper and lower ends of the upper and lower ALC panels 1 and an inerter plate 6 by welding and fixing. There is a structure.

【0003】この取付け構造の場合には、地震などで躯
体が壁面方向に大きく揺動した場合には、図2に示すよ
うに、パネル1は前記上下のボルト4を支点としてロッ
キングして、躯体に追随することにより、パネル1の損
傷を防止することができる。そしてこの取付け構造で
は、外壁の内側に石膏ボードなどの内壁材9を取着する
場合には、外壁パネルと無関係に、床面7と上部梁2と
の間に、枠状の下地8を配設する。
In the case of this mounting structure, when the skeleton swings largely in the wall direction due to an earthquake or the like, as shown in FIG. 2, the panel 1 is locked with the upper and lower bolts 4 as fulcrums, and , It is possible to prevent the panel 1 from being damaged. In this mounting structure, when the inner wall material 9 such as a gypsum board is attached to the inside of the outer wall, a frame-shaped base 8 is arranged between the floor surface 7 and the upper beam 2 irrespective of the outer wall panel. Set up.

【0004】この下地8は上下の水平な木製の胴縁8a
の間に所望間隔で垂直な木軸8bとからなり、前記下端
の胴縁8aは床面に釘止めし、上端の胴縁8aは上階の
梁2の下端部に当接した状態で天井板16の裏側の格子
状の野縁15の外縁に釘止めされている。そしてこの下
地8の室内側に、所望寸法の石膏ボードなどの内壁材9
を釘止めして内壁面を構成する。
[0004] The base 8 is made of an upper and lower horizontal wooden rim 8a.
A vertical wooden shaft 8b at a desired interval therebetween, the lower edge 8a being nailed to the floor surface, and the upper edge 8a being in contact with the lower end of the beam 2 on the upper floor. It is nailed to the outer edge of the grid-shaped edge 15 on the back side of the plate 16. Then, on the indoor side of the base 8, an inner wall material 9 such as a gypsum board of a desired size is provided.
To form an inner wall.

【0005】また前記内壁材9や天井材16に化粧ボー
ドを使用するか、必要に応じこれらに塗装したり、仕上
げ材を貼着すれば内装工事が完了する。尚前記下地8の
胴縁8aや木軸8bは、建築物の仕様によるが、通常は
幅60〜90mm、厚さ30〜40mm程度であり、内
壁材9の厚さは6〜12mm程度である。
[0005] Also, if a decorative board is used for the inner wall material 9 or the ceiling material 16, or if necessary, the decorative board is painted or a finishing material is attached, the interior work is completed. The trunk 8a and the wooden shaft 8b of the base 8 are usually about 60 to 90 mm in width and about 30 to 40 mm in thickness, and the thickness of the inner wall material 9 is about 6 to 12 mm, depending on the specifications of the building. .

【0006】また他の方法としては、図示してないが床
面と上部梁との間に、所望間隔で断面がC字状の軽量型
鋼を垂直に取着し、その側面に内壁材を釘止めする方法
もある。そしていずれの場合も、一般に内壁材裏面と外
壁パネル裏面との間には、グラスウールなどの断熱材が
挿入されている。そして前記内壁下地8や軽量型鋼は、
外壁パネル5とは独立した構造となっているので、地震
などで躯体が揺動した場合に、外壁パネル1がロッキン
グしても内壁材とは、相互に干渉せず双方に悪影響を与
えないようになっている。
[0006] As another method, although not shown, a lightweight steel having a C-shaped cross section is vertically attached at a desired interval between a floor surface and an upper beam, and an inner wall material is nailed to the side surface. There is a way to stop it. In each case, a heat insulating material such as glass wool is generally inserted between the inner wall material back surface and the outer wall panel back surface. And the said inner wall foundation 8 and lightweight type steel,
Since the structure is independent from the outer wall panel 5, even if the outer wall panel 1 is locked when the skeleton swings due to an earthquake or the like, it does not interfere with the inner wall material and does not adversely affect both members. It has become.

【0007】しかしこのように内壁を独立壁として、そ
の壁面強度を保持するためには、前述のように使用する
下地材の寸法を大きくし、頑丈な構造とするので材料費
が高くなる。また外壁パネル裏面と、内壁との間隔が大
きくなるので、室内の有効面積が小さくなる問題があっ
た。
However, in order to maintain the strength of the inner wall as an independent wall as described above, the size of the base material to be used is increased as described above, and a rigid structure is required. Further, since the distance between the back surface of the outer wall panel and the inner wall is increased, there is a problem that the effective area in the room is reduced.

【0008】[0008]

【発明が解決しようとする課題】この発明は費用が安
く、室内の有効面積を大きくすることができる、内壁の
取付け構造を提供するものである。
SUMMARY OF THE INVENTION The present invention provides an inner wall mounting structure which is inexpensive and can increase the effective area in a room.

【0009】[0009]

【課題を解決するための手段】本発明の内壁の取付け構
造は、パネルの上下端部近辺の中心に螺着された取り付
け金具が、建築物の鉄骨躯体の上下段の水平な梁の相対
する位置に固着されていて、各パネルがロッキング可能
な外壁構造の建築物において、これらパネルの裏面を横
断する水平な胴縁を各パネルの中心にビス等で螺着し、
この胴縁に枠状の内壁下地の垂直な木軸を釘止めし、こ
の内壁下地の室内側に内壁材を取着したものである。
According to the present invention, there is provided an inner wall mounting structure in which a mounting bracket screwed to a center near upper and lower ends of a panel is opposed to horizontal beams at the upper and lower stages of a steel frame of a building. In a building with an outer wall structure that is fixed in position and each panel can be locked, a horizontal torso traversing the back of these panels is screwed to the center of each panel with screws or the like,
A vertical wooden shaft of a frame-shaped inner wall base is nailed to the body edge, and an inner wall material is attached to the indoor side of the inner wall base.

【0010】或いは内壁下地の木軸を貫通するボルト
を、外壁パネルの裏面中心部近辺に埋設されたアンカー
に、スペーサーを介して螺着したものである。そしてこ
のスペーサーは弾性体で形成するか、耐蝕性材料製で、
その当接部を褶動自在に取着したものである。
[0010] Alternatively, a bolt penetrating the wooden shaft of the inner wall foundation is screwed through a spacer to an anchor embedded near the center of the back surface of the outer wall panel. And this spacer is made of elastic material or made of corrosion resistant material,
The contact portion is slidably attached.

【0011】[0011]

【発明の実施の形態】本発明の内壁の取付け構造は、外
壁パネルの中心上下端部の取付けボルトを支点としてロ
ッキング可能な外壁構造の建築物において、これらパネ
ルの裏面を横断する水平な胴縁を、各パネルの中心にビ
ス等で螺着し、この胴縁に枠状の内壁下地の垂直な木軸
を釘止めし、この内壁下地の室内側に内壁材を取着する
ようにしたり、或いは内壁下地の木軸を貫通するボルト
を、外壁パネルの裏面中心部近辺に埋設されたアンカー
に、スペーサーを介して螺着したものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An inner wall mounting structure according to the present invention is a horizontal body edge which crosses the back surface of an outer wall panel in a building having an outer wall structure which can be locked by using mounting bolts at the upper and lower ends of the center as a fulcrum. Is screwed to the center of each panel with a screw or the like, and a vertical wooden axis of a frame-shaped inner wall base is nailed to the body edge, and an inner wall material is attached to the indoor side of the inner wall base, Alternatively, a bolt penetrating the wood shaft of the inner wall foundation is screwed through a spacer to an anchor embedded near the center of the back surface of the outer wall panel.

【0012】そしてこのスペーサーは、硬質ゴムなどの
弾性体で形成するか、ステンレスやメッキ鋼板などの耐
蝕性があるもので、形状は円筒状や直方体などでもよ
く、パネルや木軸当接部に摺動自在に取着したので、地
震などで躯体が揺動した場合に、外壁パネルがロッキン
グしても内壁材とは、相互に殆ど干渉せず、双方に悪影
響を与えることがない。そして内壁下地材を外壁パネル
に間接的に係着したので、内壁の強度が外壁にも分担さ
れるため、内壁用下地材の寸法が小さくて済み、材料費
が少なくなる。また外壁パネル裏面と内壁との間隔が小
さくなり、内壁の厚さも薄くなるので、室内の有効面積
を大きくすることができる。
The spacer is made of an elastic material such as hard rubber, or has a corrosion resistance such as stainless steel or a plated steel plate. The spacer may have a cylindrical shape or a rectangular parallelepiped shape. Since it is slidably attached, when the skeleton swings due to an earthquake or the like, even if the outer wall panel is locked, it hardly interferes with the inner wall material even if the outer wall panel is locked, and does not adversely affect both. Since the inner wall base material is indirectly engaged with the outer wall panel, the strength of the inner wall is also shared by the outer wall, so that the size of the inner wall base material can be reduced and the material cost can be reduced. Further, the distance between the back surface of the outer wall panel and the inner wall is reduced, and the thickness of the inner wall is also reduced, so that the effective area of the room can be increased.

【0013】[0013]

【実施例】以下本発明の一実施例を図面によって説明す
る。図1は本発明の内壁の取付け構造の第1実施例を示
す縦断面図であり、図2この外壁パネルがロッキングし
たときの状況を説明するパネル背面図である。外壁パネ
ル1の取付け構造は、前述の図4の従来例と同様である
が、各パネル1の裏面中央にはアンカーナット1aが埋
設されており、並列する各パネル1を横断する水平な胴
縁10が、ボルト11で前記アンカーナット1aに螺着
されている。この状態では、図2のように外壁パネル1
がロッキングしても、前記胴縁10は殆ど揺動すること
がない。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional view showing a first embodiment of the inner wall mounting structure of the present invention, and FIG. 2 is a panel rear view for explaining a situation when the outer wall panel is locked. The mounting structure of the outer wall panel 1 is the same as that of the conventional example of FIG. 4 described above, except that an anchor nut 1a is buried in the center of the back surface of each panel 1 so that a horizontal body edge traversing each panel 1 arranged in parallel. 10 is screwed to the anchor nut 1a with a bolt 11. In this state, as shown in FIG.
Even when rocking, the body edge 10 hardly swings.

【0014】そして枠状の内壁下地12の水胴縁12b
は、前述と同様にその上下端部が、天井野縁15と床7
とに取着されており、垂直な木軸12aの上下端部はこ
の上下の水平胴縁12aの相対する面に固着されてい
る。また垂直な木軸12aの中央部は、前記パネル1裏
面に螺着された胴縁10に当接して釘止めされており、
この内壁下地12の室内側には前述の従来例と同様に、
内壁材9が釘止めされている。この後の内装の仕上げも
前述と同様である。
The water rim 12b of the frame-shaped inner wall base 12
The upper and lower ends of the ceiling edge 15 and the floor 7
The upper and lower ends of the vertical wooden shaft 12a are fixed to opposing surfaces of the upper and lower horizontal trunk edges 12a. In addition, the central portion of the vertical wooden shaft 12a is nailed by abutting on the body edge 10 screwed to the back surface of the panel 1,
On the indoor side of the inner wall base 12, as in the above-described conventional example,
The inner wall material 9 is nailed. The interior finish after this is the same as described above.

【0015】図3は第2実施例を説明する縦断面図であ
り、内壁下地の垂直な木軸12aを貫通するボルト13
が、外壁パネル1の裏面との間に挟まれている、円盤状
のゴムまたは金属のスペーサー14を介して、外壁パネ
ル1の中止部近辺に埋設されているアンカー1aに螺着
されている。そのため外壁パネル1がロッキングして
も、スペーサー14の弾性や金属の僅かな摺動によっ
て、内壁下地12に殆ど影響がない。そしてこの胴縁1
2aを含む内壁下地12には、前述と同様に内壁材9が
取着されており、仕上げ材で仕上げられている。
FIG. 3 is a longitudinal sectional view for explaining the second embodiment, in which a bolt 13 penetrating through a vertical wooden shaft 12a under the inner wall.
Is screwed to an anchor 1a embedded near the stop portion of the outer wall panel 1 via a disc-shaped rubber or metal spacer 14 sandwiched between the outer wall panel 1 and the back surface. Therefore, even if the outer wall panel 1 is locked, the inner wall base 12 is hardly affected by the elasticity of the spacer 14 or slight sliding of the metal. And this torso 1
The inner wall material 9 is attached to the inner wall base 12 including 2a in the same manner as described above, and is finished with a finishing material.

【0016】また外壁パネル1の裏面と内壁材9との間
には、図示してないが断熱材が充填されている。このよ
うに前記いずれの実施例でも、内壁が外壁に連結されて
いて、その強度が分担されるので、内壁下地12の寸法
は小さくすることができ、下地材の断面積は従来の1/
4程度にすることができる。内壁下地が軽量型鋼の場合
も同様である。また内壁の厚さも薄くなるので、室内の
有効面積を大きくすることができる。
The space between the back surface of the outer wall panel 1 and the inner wall material 9 is filled with a heat insulating material (not shown). As described above, in any of the above embodiments, the inner wall is connected to the outer wall, and the strength of the inner wall is shared, so that the size of the inner wall base 12 can be reduced, and the cross-sectional area of the base material is reduced to 1 / the conventional one.
It can be about four. The same applies to the case where the inner wall base is made of lightweight steel. Further, since the thickness of the inner wall is reduced, the effective area in the room can be increased.

【0017】[0017]

【発明の効果】以上詳細に説明したように、本発明の内
壁の取付け構造は、外壁パネルの裏面を横断する水平な
胴縁を、各パネルの中心に埋設されたアンカーにボルト
で螺着し、この胴縁に枠状の内壁下地の垂直な木軸を釘
止めし、この内壁下地の室内側に内壁材を取着するよう
にしたり、或いは内壁下地の木軸を貫通するボルトを、
外壁パネルの裏面中心部近辺に埋設されたアンカーに、
スペーサーを介して螺着したものである。
As described in detail above, the mounting structure of the inner wall according to the present invention is such that the horizontal trunk edge crossing the back surface of the outer wall panel is screwed to the anchor embedded in the center of each panel with a bolt. A vertical wooden shaft of a frame-shaped inner wall base is nailed to the body edge, and an inner wall material is attached to the indoor side of the inner wall base, or a bolt that penetrates the wooden shaft of the inner wall base,
Anchor buried near the center of the back of the outer wall panel,
It is screwed via a spacer.

【0018】そしてこのスペーサーは弾性体で形成する
か、耐蝕性材料製で、その当接部を摺動自在に取着した
ので、地震などで躯体が揺動した場合に、外壁パネルが
ロッキングしても内壁材とは、相互に殆ど干渉せず、双
方に悪影響を与えることがない。そして内壁下地材を外
壁パネルに間接的に係着したので、内壁の強度が外壁に
も分担されるため、内壁用下地材の寸法が小さくて済
み、材料費が少なくなる。また外壁パネル裏面と内壁と
の間隔が小さくなり、内壁の厚さも薄くなるので、室内
の有効面積を大きくすることができるなど、実用上極め
て顕著な効果が得られる。
The spacer is made of an elastic material or made of a corrosion-resistant material, and its abutting portion is slidably attached. Therefore, when the body swings due to an earthquake or the like, the outer wall panel is locked. Even so, it hardly interferes with the inner wall material and does not adversely affect both. Since the inner wall base material is indirectly engaged with the outer wall panel, the strength of the inner wall is also shared by the outer wall, so that the size of the inner wall base material can be reduced and the material cost can be reduced. Further, since the distance between the back surface of the outer wall panel and the inner wall is reduced and the thickness of the inner wall is also reduced, a very remarkable effect in practical use is obtained, for example, the effective area in the room can be increased.

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

【図1】本発明の内壁の取付け構造の第1実施例を示す
縦断面図である。
FIG. 1 is a longitudinal sectional view showing a first embodiment of an inner wall mounting structure of the present invention.

【図2】外壁パネルがロッキングしたときの状況を説明
するパネル背面図である。
FIG. 2 is a panel rear view for explaining a situation when the outer wall panel is locked.

【図3】第2実施例を説明する縦断面図である。FIG. 3 is a longitudinal sectional view illustrating a second embodiment.

【図4】従来の内壁の取付け構造を示す縦断面図であ
る。
FIG. 4 is a longitudinal sectional view showing a conventional inner wall mounting structure.

【符号の説明】[Explanation of symbols]

1 外壁パネル 2 梁 3 定規アングル 4,11,13 ボルト 5 自重受け金具 6 イナヅマプレート 7 床 8,12 内壁下地 9 内壁材 10 胴縁 14 スペーサー 15 野縁 16 天井 DESCRIPTION OF SYMBOLS 1 Outer wall panel 2 Beam 3 Ruler angle 4,11,13 Bolt 5 Self-weight receiving bracket 6 Inazuma plate 7 Floor 8,12 Inner wall base 9 Inner wall material 10 Body edge 14 Spacer 15 Field edge 16 Ceiling

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 パネルの上下端部近辺の中心に螺着され
た取り付け金具が、建築物の鉄骨躯体の上下段の水平な
梁の相対する位置に固着されていて、各パネルがロッキ
ング可能な外壁構造の建築物において、これらパネルの
裏面中心に水平な胴縁がビス等で螺着されており、この
胴縁に枠状の内壁下地の垂直な木軸が取着され、この内
壁下地の室内側に内壁材が取着されていることを特徴と
する内壁の取付け構造。
1. A mounting bracket screwed to a center near upper and lower ends of a panel is fixed to opposing positions of upper and lower horizontal beams of a steel frame of a building, and each panel can be locked. In a building with an outer wall structure, a horizontal body edge is screwed with screws or the like at the center of the back surface of these panels, and a vertical wooden axis of a frame-shaped inner wall foundation is attached to the body edge, and this inner wall foundation is An inner wall mounting structure, wherein an inner wall material is attached to a room side.
【請求項2】 内壁下地の木軸を貫通するボルトが、外
壁パネルの裏面中心部近辺に埋設されたアンカーに、ス
ペーサーを介して螺着されていることを特徴とする内壁
の取付け構造。
2. A mounting structure for an inner wall, wherein a bolt penetrating a wooden shaft of the inner wall base is screwed via a spacer to an anchor buried near the center of the back surface of the outer wall panel.
【請求項3】 スペーサーは弾性体で形成されているこ
とを特徴とする請求項2記載の内壁の取付け構造。
3. The inner wall mounting structure according to claim 2, wherein the spacer is formed of an elastic body.
【請求項4】 スペーサーは耐蝕性材料製で、その当接
部が摺動自在に取着されていることを特徴とする請求項
2記載の内壁の取付け構造。
4. The inner wall mounting structure according to claim 2, wherein the spacer is made of a corrosion resistant material, and a contact portion thereof is slidably attached.
JP34841897A 1997-12-18 1997-12-18 Fitting construction of inner wall Pending JPH11181918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34841897A JPH11181918A (en) 1997-12-18 1997-12-18 Fitting construction of inner wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34841897A JPH11181918A (en) 1997-12-18 1997-12-18 Fitting construction of inner wall

Publications (1)

Publication Number Publication Date
JPH11181918A true JPH11181918A (en) 1999-07-06

Family

ID=18396884

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34841897A Pending JPH11181918A (en) 1997-12-18 1997-12-18 Fitting construction of inner wall

Country Status (1)

Country Link
JP (1) JPH11181918A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179229A (en) * 2010-03-01 2011-09-15 Asahi Kasei Construction Materials Co Ltd Construction method for heat insulating material, and structure for attaching the heat insulating material
JP2016125224A (en) * 2014-12-26 2016-07-11 積水化学工業株式会社 Adiabatic wall, architectural structure and construction method of adiabatic wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179229A (en) * 2010-03-01 2011-09-15 Asahi Kasei Construction Materials Co Ltd Construction method for heat insulating material, and structure for attaching the heat insulating material
JP2016125224A (en) * 2014-12-26 2016-07-11 積水化学工業株式会社 Adiabatic wall, architectural structure and construction method of adiabatic wall

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