JP5055089B2 - Inner wall structure and construction method - Google Patents

Inner wall structure and construction method Download PDF

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JP5055089B2
JP5055089B2 JP2007283166A JP2007283166A JP5055089B2 JP 5055089 B2 JP5055089 B2 JP 5055089B2 JP 2007283166 A JP2007283166 A JP 2007283166A JP 2007283166 A JP2007283166 A JP 2007283166A JP 5055089 B2 JP5055089 B2 JP 5055089B2
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wall
wall structure
fixing member
horizontal rail
procedure
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JP2009108624A (en
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哲夫 由田
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Description

本発明は内壁構造およびその施工方法に関する。さらに詳しくは、壁厚を薄くなし得る内壁構造およびその施工方法に関する。   The present invention relates to an inner wall structure and a construction method thereof. More specifically, the present invention relates to an inner wall structure capable of reducing the wall thickness and a construction method thereof.

従来より、外壁部の内壁100は、図5に示すように、外壁120の室内側の床Fおよび天井Cにそれぞれランナー101,102を設置し、ランナー101,102間に内壁下地桟(スタッド)103を立て込み、そのスタッド103に内壁面材104を取り付けるという構成が採られている。   Conventionally, as shown in FIG. 5, the inner wall 100 of the outer wall portion has runners 101 and 102 installed on the floor F and the ceiling C on the indoor side of the outer wall 120, respectively. 103 is stood up and the inner wall surface material 104 is attached to the stud 103.

あるいは、図6に示すように、外壁面材121が取り付けられる縦胴縁122をそのまま内壁下地として利用するという構成も採られている。   Alternatively, as shown in FIG. 6, a configuration in which a vertical trunk edge 122 to which the outer wall surface material 121 is attached is used as an inner wall base as it is.

しかしながら、前者のランナー101,102を用いた構成においては、内壁面材104と構造躯体である柱との間に、柱へのランナー101,102の取付寸法(10mm程度)およびスタッド103の厚み(70mm程度)が必要となるところから、壁厚が厚くなり、必然的に室内容積が減少するという問題がある。   However, in the former configuration using the runners 101 and 102, the mounting dimensions (about 10 mm) of the runners 101 and 102 to the column and the thickness of the stud 103 (between the inner wall material 104 and the column as the structural frame) However, there is a problem that the wall thickness is increased and the indoor volume is inevitably reduced.

また、後者の縦胴縁122を利用した構成においては、壁厚を薄くすることは可能であるが、内壁100自体が構造躯体と緊結されているとこから、風圧や地震によって生じる建物の層間変位によって、内壁面材104の剥離、脱落、および損壊(しわ、ひび割れなど)を生ずるおそれがある。   In the latter configuration using the vertical body edge 122, it is possible to reduce the wall thickness, but since the inner wall 100 itself is tightly coupled to the structural frame, the interlayer displacement of the building caused by wind pressure or earthquake is caused. May cause peeling, dropping, and damage (wrinkles, cracks, etc.) of the inner wall surface material 104.

本発明はかかる従来技術の課題に鑑みなされたものであって、壁厚を薄くなし得る内壁構造およびその施工方法を提供することを目的としている。   This invention is made | formed in view of the subject of this prior art, Comprising: It aims at providing the inner wall structure which can make wall thickness thin, and its construction method.

本発明の内壁構造は、柱間に配設された横桟と、該横桟に配設された面材とを備え、前記横桟は、一端または両端にスライド自在に装着された固定部材を有し、該固定部材の取付部が柱の室内側表面に固定されてなることを特徴とする。   The inner wall structure of the present invention includes a horizontal rail disposed between columns and a face member disposed on the horizontal rail, and the horizontal rail includes a fixing member slidably mounted at one end or both ends. And the mounting portion of the fixing member is fixed to the inner surface of the column.

本発明の内壁構造においては、横桟と外壁の縦胴縁とが交差する箇所に緩衝材が介装されてなるのが好ましい。   In the inner wall structure of the present invention, it is preferable that a cushioning material is interposed at a location where the cross rail and the vertical trunk edge of the outer wall intersect.

また、本発明の内壁構造においては、面材が内壁下地材とされ、その表面に表面仕上材が貼付されていてもよい。   In the inner wall structure of the present invention, the face material may be an inner wall base material, and a surface finishing material may be attached to the surface thereof.

一方、本発明の内壁構造の施工方法の第1形態は、横桟の一端または両端に固定部材の基端部をスライド自在に装着する手順と、前記固定部材の取付部を柱の室内側表面に固定する手順と、前記横桟に面材を配設する手順とを含むことを特徴とする。   On the other hand, in the first embodiment of the construction method of the inner wall structure of the present invention, a procedure for slidably mounting a base end portion of a fixing member to one or both ends of a horizontal rail, And a procedure of disposing a face material on the horizontal rail.

本発明の内壁構造の施工方法の第2形態は、横桟の一端または両端に基端部がスライド自在に装着された、固定部材の取付部が柱の室内側に相当する表面に取り付けられた柱を立て込む手順と、前記横桟に面材を配設する手順とを含むことを特徴とする。   In the second embodiment of the construction method of the inner wall structure of the present invention, the base end portion is slidably attached to one or both ends of the cross rail, and the attachment portion of the fixing member is attached to the surface corresponding to the indoor side of the column. The method includes a step of standing a column and a step of disposing a face material on the horizontal rail.

本発明の内壁構造の施工方法においては、横桟と外壁の縦胴縁とが交差する箇所に緩衝材を介装する手順が付加されているのが好ましい。   In the construction method of the inner wall structure of the present invention, it is preferable that a procedure for interposing a cushioning material is added at a location where the cross rail and the vertical trunk edge of the outer wall intersect.

本発明は、前記の如く構成されているので、内壁面材の柱からの突出量を必要最小限とでき、それにより有効室内容積を大きくできるという優れた効果が得られる。   Since the present invention is configured as described above, it is possible to minimize the amount of protrusion of the inner wall surface material from the pillar, thereby obtaining an excellent effect that the effective indoor volume can be increased.

また、固定部材が横桟にスライド自在に装着されているので、層間変位により面材が損傷するおそれもないという優れた効果も得られる。   In addition, since the fixing member is slidably mounted on the cross rail, an excellent effect is obtained that the face material is not damaged due to the interlayer displacement.

以下、添付図面を参照しながら本発明を実施形態に基づいて説明するが、本発明はかかる実施形態のみに限定されるものではない。   Hereinafter, although the present invention is explained based on an embodiment, referring to an accompanying drawing, the present invention is not limited only to this embodiment.

本発明の一実施形態に係る内壁構造10を図1に水平断面図で示す。   An inner wall structure 10 according to an embodiment of the present invention is shown in a horizontal sectional view in FIG.

内壁構造10は、図1に示すように、柱1,2間に配設された横桟11と、横桟11の表面に配設された内壁下地材(面材)12と、内壁下地材12の表面に貼付された表面仕上材13とを主要構成要素として備えてなるものとされる。   As shown in FIG. 1, the inner wall structure 10 includes a horizontal rail 11 disposed between columns 1 and 2, an inner wall base material (face material) 12 disposed on the surface of the horizontal rail 11, and an inner wall base material. The surface finishing material 13 affixed to the surface of 12 is provided as a main component.

横桟11は、例えば薄肉角型鋼管とされ、その両端に基端部22がスライド自在に装着された固定部材20により柱1,2間に配設される。この横桟11の外壁3の縦胴縁4と交差する箇所には、緩衝材14が介装されている。緩衝材14としては、例えば発泡系合成樹脂が用いられる。   The crosspiece 11 is, for example, a thin-walled square steel pipe, and is disposed between the columns 1 and 2 by a fixing member 20 having base end portions 22 slidably mounted at both ends thereof. A buffer material 14 is interposed at a location where the outer wall 3 of the horizontal rail 11 intersects the vertical trunk edge 4. As the buffer material 14, for example, a foamed synthetic resin is used.

図2に、固定部材20を示す。   FIG. 2 shows the fixing member 20.

固定部材20は、図2に示すように、平板状の取付部21と、平板をコの字状に折り曲げ成形してなる基端部22とを備えてなるものとされる。   As shown in FIG. 2, the fixing member 20 includes a flat mounting portion 21 and a base end portion 22 formed by bending a flat plate into a U-shape.

取付部21には、固定部材20を柱1,2の室内側表面にビス留めするための透孔23が所要数(図示例においては、1個)形成されている。また、基端部22のサイズは、横桟11の端部にスライド自在に装着(内嵌)できるよう調整されている。   The mounting portion 21 is formed with a required number of through holes 23 (1 in the illustrated example) for screwing the fixing member 20 to the indoor side surfaces of the columns 1 and 2. Further, the size of the base end portion 22 is adjusted so that it can be slidably mounted (internally fitted) on the end portion of the horizontal rail 11.

なお、内壁下地材12および表面仕上材13は、従来と同様とされているので、その構成の詳細な説明は省略する。   In addition, since the inner wall base material 12 and the surface finishing material 13 are the same as those in the conventional art, detailed description of their configurations is omitted.

次に、かかる構成とされた内壁構造10の施工について説明する。   Next, the construction of the inner wall structure 10 having such a configuration will be described.

手順1:横桟11の両端に固定部材20を装着する(図3参照)。なお、この手順は工場にてなされてもよい。   Procedure 1: The fixing members 20 are attached to both ends of the horizontal rail 11 (see FIG. 3). This procedure may be performed at the factory.

手順2:柱1,2間に所定間隔で横桟11を配設する(図4参照)。つまり、柱1,2の室内側表面に固定部材20の取付部21をビス留めする。なお、この手順は工場にてなされてもよい。図4は、工場にて横桟11を柱1,2に取り付けている状態を示す。   Procedure 2: The crosspieces 11 are arranged at predetermined intervals between the pillars 1 and 2 (see FIG. 4). That is, the mounting portion 21 of the fixing member 20 is screwed to the indoor side surfaces of the columns 1 and 2. This procedure may be performed at the factory. FIG. 4 shows a state in which the cross rail 11 is attached to the columns 1 and 2 in the factory.

手順3:横桟11と外壁3の縦胴縁4との交差する箇所に緩衝材14を配設する。   Procedure 3: A cushioning material 14 is disposed at a location where the crosspiece 11 intersects the vertical trunk edge 4 of the outer wall 3.

手順4:内壁下地材12を柱1,2間に差し渡すようにして配設する。つまり、横桟11の室内側表面に内壁下地材12をビス留め固定する。   Procedure 4: Arrange the inner wall base material 12 so as to pass between the columns 1 and 2. That is, the inner wall base material 12 is screwed and fixed to the indoor side surface of the horizontal rail 11.

手順5:内壁下地材12の表面に表面仕上材13を配設する。この配設は、例えば、マジックテープ(登録商標)などの着脱自在なテープを用いてなされる。   Procedure 5: A surface finishing material 13 is disposed on the surface of the inner wall base material 12. This arrangement is made using a detachable tape such as Velcro (registered trademark).

以上の手順により内壁構造10の施工が完了する。   The construction of the inner wall structure 10 is completed by the above procedure.

なお、工場にて柱1,2間に横桟11が配設された場合には、柱1,2を基礎に立て込んだ後に手順3以降が実行される。   In addition, when the crosspiece 11 is arrange | positioned between the pillars 1 and 2 in a factory, after the pillars 1 and 2 are stood on the foundation, the procedure 3 and subsequent are performed.

このように、本実施形態の内壁構造10においては、横桟11が柱1,2間に配設されるようにされているので、内壁下地材12の鉄骨表面からの突出量を必要最小限とできて内壁の肉厚を薄くできる。したがって、有効室内容積を大きくできる。   As described above, in the inner wall structure 10 of the present embodiment, since the cross rail 11 is disposed between the columns 1 and 2, the amount of protrusion of the inner wall base material 12 from the steel surface is minimized. And the inner wall thickness can be reduced. Therefore, the effective indoor volume can be increased.

また、固定部材20が横桟11の端部にスライド自在に装着されているので、層間変位が生じても内壁下地材12にその変位が伝達することが遮断される。それにより、層間変位による内壁下地材12の損傷や表面仕上材13の亀裂などの損傷が防止される。   Further, since the fixing member 20 is slidably attached to the end portion of the horizontal rail 11, transmission of the displacement to the inner wall base material 12 is blocked even if an interlayer displacement occurs. This prevents damage such as damage to the inner wall base material 12 and cracks in the surface finish 13 due to interlayer displacement.

さらに、固定部材20の基端部22の長さを適宜調整することにより、横桟11の長さを一定にしておいても、つまり横桟11を標準化しておいても異なる柱間とされた建物にも適用できる。   Further, by appropriately adjusting the length of the base end portion 22 of the fixing member 20, even if the length of the horizontal beam 11 is made constant, that is, even when the horizontal beam 11 is standardized, the distance between the columns is different. Applicable to buildings.

その上、横桟11と外壁3の縦胴縁4との交差部に緩衝材14を配設しているので、横桟11の撓みを小さくできる。そのため、少ない本数の横桟11で内壁下地材12の撓みを許容範囲内とすることができる。   In addition, since the cushioning material 14 is disposed at the intersection between the horizontal rail 11 and the vertical trunk edge 4 of the outer wall 3, the deflection of the horizontal rail 11 can be reduced. Therefore, the bending of the inner wall base material 12 can be within an allowable range with a small number of horizontal bars 11.

また、横桟11の本数が少なくてよいことから、製造期間および施工期間が短くて済むとともに、製造コストおよび施工コストの低減が図られる。   In addition, since the number of the horizontal rails 11 may be small, the manufacturing period and the construction period can be shortened, and the manufacturing cost and the construction cost can be reduced.

以上、本発明を実施形態に基づいて説明してきたが、本発明はかかる実施形態のみに限定されるものではなく、種々改変が可能である。   As mentioned above, although this invention has been demonstrated based on embodiment, this invention is not limited only to this embodiment, A various change is possible.

例えば、実施形態では、固定部材20が横桟11の両端にスライド自在に装着されているが、一端の固定部材20はスライド不自在とされてもよい。その場合、固定部材20に代えて横桟11に固定部を形成するようにしてもよい。このように、一端をスライド自在とし、他端を固定または固定部とすることにより、施工段階での横桟11を含む鉄骨構造体の強度確保がなされ、施工効率が向上するという効果が期待される。   For example, in the embodiment, the fixing member 20 is slidably attached to both ends of the horizontal rail 11, but the fixing member 20 at one end may be slidable. In that case, instead of the fixing member 20, a fixing portion may be formed on the horizontal rail 11. Thus, by making one end slidable and fixing the other end as a fixed or fixed portion, the strength of the steel structure including the cross rail 11 at the construction stage is ensured, and the effect of improving the construction efficiency is expected. The

また、バックヤードなどにおいては、表面仕上材13を省略することもできる。また、内壁下地材12を化粧部材とすることにより、表面仕上材13を省略することもできる。   Further, in the backyard or the like, the surface finishing material 13 can be omitted. Moreover, the surface finishing material 13 can also be abbreviate | omitted by making the inner wall base material 12 into a decorative member.

さらに、施工方法も前記に限定されるものではなく、横桟11の一端に固定部材20をスライド不自在に装着し、ついでその固定部材20の取付部21を柱1(または2)にビス留め固定し、しかるのち他方の固定部材20を横桟11に装着するようにしてもよい。   Further, the construction method is not limited to the above, and the fixing member 20 is slidably attached to one end of the horizontal beam 11 and then the attaching portion 21 of the fixing member 20 is screwed to the column 1 (or 2). After fixing, the other fixing member 20 may be attached to the cross rail 11.

本発明は内壁構造に適用できる。   The present invention can be applied to an inner wall structure.

本発明の一実施形態に係る内壁構造の水平断面図である。It is a horizontal sectional view of the inner wall structure concerning one embodiment of the present invention. 固定部材の三面図である。It is a three-view figure of a fixing member. 本実施形態の内壁構造の施工手順の説明図であって、横桟の両端に固定部材を装着している状態を示す。It is explanatory drawing of the construction procedure of the inner wall structure of this embodiment, Comprising: The state which has attached the fixing member to the both ends of a crosspiece is shown. 同説明図であって、横桟を柱間に配設している状態を示す。It is the same explanatory drawing and shows the state which has arrange | positioned the crosspiece between pillars. 従来の内壁構造の一例の垂直断面図である。It is a vertical sectional view of an example of a conventional inner wall structure. 従来の内壁構造の他の例の垂直断面図である。It is a vertical sectional view of another example of the conventional inner wall structure.

符号の説明Explanation of symbols

1,2 柱
3 外壁
4 縦胴縁
10 内壁構造
11 横桟
12 内壁下地材(面材)
13 表面仕上材
14 緩衝材
20 固定部材
21 取付部
22 基端部
23 透孔
1 and 2 Pillar 3 Outer wall 4 Vertical trunk edge 10 Inner wall structure 11 Horizontal rail 12 Inner wall base material (face material)
13 Surface finishing material 14 Buffer material 20 Fixing member 21 Mounting portion 22 Base end portion 23 Through hole

Claims (6)

柱間に配設された横桟と、該横桟に配設された面材とを備え、
前記横桟は、一端または両端にスライド自在に装着された固定部材を有し、該固定部材の取付部が柱の室内側表面に固定されてなることを特徴とする内壁構造。
A horizontal rail disposed between the columns, and a face material disposed on the horizontal rail,
The horizontal rail has a fixing member that is slidably mounted at one end or both ends, and an inner wall structure in which an attaching portion of the fixing member is fixed to the indoor side surface of the column.
横桟と外壁の縦胴縁とが交差する箇所に緩衝材が介装されてなることを特徴とする請求項1記載の内壁構造。   2. The inner wall structure according to claim 1, wherein a cushioning material is interposed at a location where the cross rail and the vertical trunk edge of the outer wall intersect. 面材が内壁下地材とされ、その表面に表面仕上材が貼付されてなることを特徴とする請求項1記載の内壁構造。   The inner wall structure according to claim 1, wherein the face material is an inner wall base material, and a surface finishing material is pasted on the surface. 横桟の一端または両端に固定部材の基端部をスライド自在に装着する手順と、
前記固定部材の取付部を柱の室内側表面に固定する手順と、
前記横桟に面材を配設する手順
とを含むことを特徴とする内壁構造の施工方法。
A procedure for slidably attaching the base end of the fixing member to one or both ends of the horizontal rail,
A procedure for fixing the mounting portion of the fixing member to the indoor side surface of the column;
A method for constructing an inner wall structure, comprising a step of disposing a face material on the cross rail.
横桟の一端または両端に基端部がスライド自在に装着された、固定部材の取付部が柱の室内側に相当する表面に取り付けられた柱を立て込む手順と、
前記横桟に面材を配設する手順
とを含むことを特徴とする内壁構造の施工方法。
A procedure in which a base end portion is slidably attached to one end or both ends of a horizontal rail, and a fixing portion is mounted on a surface attached to a surface corresponding to the indoor side of the column;
A method for constructing an inner wall structure, comprising a step of disposing a face material on the cross rail.
横桟と外壁の縦胴縁とが交差する箇所に緩衝材を介装する手順が付加されていることを特徴とする請求項4または5記載の内壁構造の施工方法。   6. The method for constructing an inner wall structure according to claim 4, wherein a procedure for interposing a cushioning material is added at a location where the cross rail and the vertical trunk edge of the outer wall intersect.
JP2007283166A 2007-10-31 2007-10-31 Inner wall structure and construction method Expired - Fee Related JP5055089B2 (en)

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JP7074534B2 (en) * 2018-03-29 2022-05-24 大和ハウス工業株式会社 Wall structure of temporary building and its construction method

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