JP2008121216A - Wall backing structure - Google Patents

Wall backing structure Download PDF

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JP2008121216A
JP2008121216A JP2006303938A JP2006303938A JP2008121216A JP 2008121216 A JP2008121216 A JP 2008121216A JP 2006303938 A JP2006303938 A JP 2006303938A JP 2006303938 A JP2006303938 A JP 2006303938A JP 2008121216 A JP2008121216 A JP 2008121216A
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frame
horizontal
wall
vertical
vertical frame
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Yoshikazu Adachi
好和 安達
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a wall backing structure which fixes a plate-like surface-mounting panel to a surface, without causing deflection. <P>SOLUTION: Respective vertical frames 2, 4, 5, 6 and 3 corresponding to the height between the ceiling 1a and a floor 1b are respectively arranged at a predetermined interval in a row along a wall surface 1c of a skeleton wall on both sides in the horizontal direction of the skeleton wall and between both the sides. Horizontal rail bars 8 are locked in a plurality at a predetermined interval in the vertical direction of the vertical frames 2, 4, 5, 6 and 3 between respective locking parts formed on respective opposed side surfaces of the adjacent respective vertical frames 2, 4, 5, 6 and 3. The respective horizontal rail bars 8 are arranged to the respective vertical frames 2, 4, 5 , 6 and 3 so that the surface side for arranging the surface-mounting panel on the opposite side of the skeleton wall 1c becomes a flat shape as a whole. The horizontal rail bars formed by cutting one end part side in a desired position, are arranged at a predetermined interval in the vertical direction between the vertical frame 5 and the vertical frame 6 as a dimension adjusting horizontal rail bar 9. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建物の躯体壁の表面近傍に構築される表装パネルなどを設置するための壁下地構造に関する。   The present invention relates to a wall foundation structure for installing a cover panel or the like constructed near the surface of a building wall of a building.

建物の主要構造部を鉄筋コンクリートで形成する集合住宅等においては、コンクリート壁の表面側に複数の表装パネルを並設して表装壁を構築することがある。複数の表装パネルを並設して表装壁を構築する際の壁下地構造としては、例えば下記の特許文献1のように、躯体壁の上下の天井及び床にその壁面と平行にそれぞれランナーを設けて、各ランナー間に複数の表装パネルを固定し、表装パネルの背面側に設けた縦方向のリブを間隔調整部材を介して躯体壁に固定する構造が従来より知られている。
特開平5−141065号公報
In an apartment house where the main structural part of a building is formed of reinforced concrete, a surface wall may be constructed by arranging a plurality of surface panels on the surface side of the concrete wall. As a base structure for building a cover wall by arranging a plurality of cover panels in parallel, for example, as in Patent Document 1 below, runners are provided on the upper and lower ceilings and floors of the frame wall in parallel with the wall surfaces, respectively. A structure in which a plurality of cover panels are fixed between runners and vertical ribs provided on the back side of the cover panel are fixed to a housing wall via a spacing adjusting member has been conventionally known.
Japanese Patent Laid-Open No. 5-141065

ところで、前記特許文献1では、表装パネルのリブが縦方向にのみ設けられているので、表装パネルに横方向の撓みが生じ易かった。また、表装パネルの背面にリブを設けるような加工を施す必要があり、通常の平板状の表装パネルをそのまま用いることができなかった。   By the way, in the said patent document 1, since the rib of the surface panel was provided only in the vertical direction, the bending in the horizontal direction was easy to occur in the surface panel. Further, it is necessary to perform processing such as providing ribs on the back surface of the cover panel, and a normal flat panel cover panel cannot be used as it is.

そこで、本発明は、通常の平板状の表装パネルを撓みが生じることなく表面に固定することができる壁下地構造を提供することを目的とする。   Then, an object of this invention is to provide the wall base structure which can fix a normal flat panel-shaped panel to the surface, without producing a bending.

前記目的を達成するために請求項1に係る発明は、天井と床との間の高さに応じた縦枠を、躯体壁の水平方向の両側近傍とこの両側近傍の間に前記躯体壁の壁面に沿って一列に所定間隔で複数設置させるとともに、隣接する前記各縦枠のそれぞれの対向する側面に形成した各係止部の間に、横桟を前記縦枠の上下方向に沿って所定間隔で複数設置させ、かつ前記躯体壁と反対側の表装パネルが設けられる前記縦枠と前記横枠の表面側が全体として平坦状となるように、前記各縦枠に対して前記各横桟を設置させることを特徴としている。   In order to achieve the above object, according to the first aspect of the present invention, there is provided a vertical frame according to the height between the ceiling and the floor, between the both sides in the horizontal direction of the cabinet wall and between the sides of the cabinet wall. A plurality of lines are installed at predetermined intervals in a row along the wall surface, and a horizontal rail is set along the vertical direction of the vertical frame between the engaging portions formed on the opposing side surfaces of the adjacent vertical frames. A plurality of the horizontal rails are arranged with respect to the vertical frames so that a plurality of the horizontal frames are installed at intervals and the surface side of the vertical frame and the horizontal frame on which the surface panel opposite to the housing wall is provided are flat as a whole. It is characterized by being installed.

また、請求項2に係る発明は、前記躯体壁の両側側から、隣接する前記縦枠の対向する前記各係止部に前記横桟を設置するようにして組み込んで形成された枠体を前記壁面に沿って一列にそれぞれ設置して、設置される最後の隣接する前記枠体の各縦枠間に挟まれた余り部分に、該余り部分の水平方向の寸法に合わせてどちらか一方の端部側を切断して形成された前記横桟を寸法調整用横桟として設置することを特徴としている。   Moreover, the invention which concerns on Claim 2 is the frame body formed by incorporating the horizontal rail from the both sides of the housing wall so as to install the horizontal rail in each of the engaging portions facing each other of the adjacent vertical frames. Installed in a line along the wall surface, and either end of the surplus part sandwiched between the vertical frames of the last adjacent frame body to be installed, according to the horizontal dimension of the surplus part The horizontal beam formed by cutting the section side is installed as a horizontal beam for dimension adjustment.

また、請求項3に係る発明は、前記枠体が、隣接する前記縦枠の対向する前記各係止部として形成された凹状の溝部に、前記横桟の両端側の端部に形成した突起部をそれぞれ嵌入させて形成され、前記寸法調整用横桟は、その一端側の端部に形成された突起部を、隣接する一方側の前記縦枠の前記係止部として形成された凹状の溝部に嵌入させるとともに、切断された他端側の端部を、隣接する他方側の前記縦枠の前記係止部として形成された前記壁面と反対側に開口した切欠き部に係止させることを特徴としている。   According to a third aspect of the present invention, the frame is a protrusion formed at the end on both ends of the horizontal rail in the concave groove formed as each engaging portion facing the adjacent vertical frame. The dimension adjustment horizontal crosspiece is formed in a concave shape formed as a locking portion of the vertical frame on one side adjacent to the projection portion formed on the end portion on the one end side. While being fitted into the groove, the cut end of the other end is locked to a notch that opens to the opposite side of the wall surface formed as the locking portion of the adjacent vertical frame on the other side. It is characterized by.

請求項1に係る本発明の壁下地構造によれば、隣接する各縦枠のそれぞれの対向する側面に形成した各係止部の間に、横桟を縦枠の上下方向に沿って所定間隔で複数設置させ、かつ躯体壁と反対側の表装パネルが設けられる縦枠と横枠の表面側が全体として平坦状になるように、各縦枠に対して各横桟を設置させることにより、表装パネルを撓みが生じることなく表面に固定することができる。   According to the wall foundation structure of the present invention according to claim 1, the horizontal rail is arranged at a predetermined interval along the vertical direction of the vertical frame between the engaging portions formed on the opposing side surfaces of the adjacent vertical frames. By installing each horizontal rail on each vertical frame so that the surface of the vertical frame and the horizontal frame on the opposite side of the housing wall are flat as a whole, The panel can be fixed to the surface without bending.

また、請求項2に係る本発明の壁下地構造によれば、設置される最後の隣接する枠体の各縦枠間に挟まれた余り部分に、該余り部分の水平方向の寸法に合わせてどちらか一方の端部側を切断して形成された前記横桟を寸法調整用横桟として設置することにより、この寸法調整用横桟を現場で容易に作製することができるので、作業性の向上を図ることができる。   Further, according to the wall foundation structure of the present invention according to claim 2, in accordance with the horizontal dimension of the surplus portion, the surplus portion sandwiched between the vertical frames of the last adjacent frame body to be installed. By installing the horizontal beam formed by cutting one of the end portions as a horizontal beam for dimension adjustment, the horizontal beam for dimension adjustment can be easily manufactured on-site. Improvements can be made.

また、請求項3に係る本発明の壁下地構造によれば、設置される最後の隣接する枠体の各縦枠間に挟まれた余り部分に、寸法調整用横桟を容易に設置することができる。   Further, according to the wall foundation structure of the present invention according to claim 3, the horizontal rail for dimension adjustment can be easily installed in the surplus portion sandwiched between the vertical frames of the last adjacent frame body to be installed. Can do.

以下、本発明を図示の実施形態に基づいて説明する。図1は、本発明の実施形態に係る壁下地構造を示す正面図、図2は、図1のA−A線断面図である。   Hereinafter, the present invention will be described based on the illustrated embodiments. FIG. 1 is a front view showing a wall foundation structure according to an embodiment of the present invention, and FIG. 2 is a cross-sectional view taken along line AA of FIG.

図1、図2に示すように、本実施形態では建物のコンクリート製の躯体1内の両側に、天井1aと床1bとの間に位置するようにして木製の第1縦枠2と第2縦枠3がそれぞれ設置され、更に、第1縦枠2と第2縦枠3の間に躯体壁1cに沿って木製の複数の縦枠(本実施形態では、3本の第3縦枠4,第4縦枠5,第5縦枠6)が一列に所定間隔で設置されている。第3縦枠4は、同形状の2本の縦枠4a,4bが密着されて一体化されたものである。縦枠4a,4bは、その内側に縦方向(上下方向)に沿って形成された各凹部に木製のジョイント材7を嵌合して一体化され、これにより第3縦枠4が形成されている。   As shown in FIGS. 1 and 2, in this embodiment, the first vertical frame 2 and the second wooden frame 2 are arranged on both sides of the concrete frame 1 of the building so as to be positioned between the ceiling 1 a and the floor 1 b. Each of the vertical frames 3 is installed, and further, a plurality of wooden vertical frames (in the present embodiment, three third vertical frames 4) along the housing wall 1 c between the first vertical frame 2 and the second vertical frame 3. , Fourth vertical frame 5 and fifth vertical frame 6) are arranged in a row at predetermined intervals. The third vertical frame 4 is formed by bringing two vertical frames 4a and 4b having the same shape into close contact with each other. The vertical frames 4a and 4b are integrated by fitting a wooden joint material 7 into each concave portion formed along the vertical direction (vertical direction) on the inside thereof, thereby forming the third vertical frame 4. Yes.

第1縦枠2と第2縦枠3の内側には、縦方向(上下方向)に沿って凹状の溝部2aと溝部3aがそれぞれ形成されており、第3縦枠4(縦枠4a,4b)と第4縦枠5の両側には、縦方向に沿って凹状の溝部4c,4dと溝部5a,5bがそれぞれ形成されている。また、第5縦枠6は、その第4縦枠5側の側面には躯体壁1cと反対側に開口した切欠き部6aが縦方向に沿って形成されており、その第2縦枠3側の側面には縦方向に沿って凹状の溝部6bが形成されている。   Inside the first vertical frame 2 and the second vertical frame 3, concave groove portions 2a and groove portions 3a are formed along the vertical direction (vertical direction), respectively, and the third vertical frame 4 (vertical frames 4a and 4b). ) And the fourth vertical frame 5 are formed with concave groove portions 4c and 4d and groove portions 5a and 5b, respectively, along the vertical direction. Further, the fifth vertical frame 6 is formed with a notch 6a that is opened on the side surface on the fourth vertical frame 5 side along the vertical direction on the side opposite to the housing wall 1c. A concave groove 6b is formed on the side surface along the vertical direction.

第1縦枠2と第3縦枠4の各溝部2a,4cの間と、第3縦枠4と第4縦枠5の各溝部4d,5aの間と、第5縦枠6と第2縦枠3の各溝部6b,3aの間には、それぞれ水平方向に沿って一列に並ぶようにして木製の横桟8が、縦方向に所定間隔で複数(本実施形態では、縦方向に沿って所定間隔で5つ)設置されている。各横桟8は同じ幅で同じ長さであり、その両端部は、前記各溝部2a,3a,4c,4d,5a,6aに嵌入されるように突起状に形成されている。   Between each groove part 2a, 4c of the 1st vertical frame 2 and the 3rd vertical frame 4, Between each groove part 4d, 5a of the 3rd vertical frame 4 and the 4th vertical frame 5, 5th vertical frame 6 and 2nd Between the groove portions 6b and 3a of the vertical frame 3, a plurality of wooden cross rails 8 are arranged in a row along the horizontal direction at predetermined intervals in the vertical direction (in this embodiment, along the vertical direction). 5) at predetermined intervals. Each horizontal bar 8 has the same width and the same length, and both end portions thereof are formed in a protruding shape so as to be fitted into the respective groove portions 2a, 3a, 4c, 4d, 5a, 6a.

また、第4縦枠5の溝部5bと第5縦枠6の切欠き部6aの間には、前記各横桟8の位置に対応して寸法調整用横桟9が縦方向に前記横桟8と同じ間隔で複数(本実施形態では、横桟8と同じ間隔で5つ)設置されている。寸法調整用横桟9は、横桟8の右端側を所定長さ分だけ切断したものであり、切断した分だけ横桟8よりも短い。   Further, between the groove portion 5b of the fourth vertical frame 5 and the notch portion 6a of the fifth vertical frame 6, corresponding to the position of each horizontal beam 8, there is a dimension adjusting horizontal beam 9 in the vertical direction. A plurality (in this embodiment, five at the same interval as the horizontal rail 8) are installed at the same intervals as the eight. The horizontal rail 9 for dimension adjustment is obtained by cutting the right end side of the horizontal rail 8 by a predetermined length and is shorter than the horizontal rail 8 by the cut length.

寸法調整用横桟9は、図2に示すように、その左端側の突出部は第4縦枠5の溝部5bに嵌入され、切断されている平面状の右端側は第5縦枠6の切欠き部6aに係止される。この寸法調整用横桟9の部分は最後に設置される。また、躯体壁1cと第3〜第5縦枠4〜6との間には、両者の間の隙間を均一に保持するための隙間保持部材10が複数設置されている。   As shown in FIG. 2, the dimension adjusting horizontal crosspiece 9 has its left end protruding portion fitted into the groove 5 b of the fourth vertical frame 5, and the cut flat right end side of the fifth vertical frame 6. Locked to the notch 6a. This portion of the horizontal rail 9 for adjusting dimensions is installed last. In addition, a plurality of gap holding members 10 are provided between the housing wall 1c and the third to fifth vertical frames 4 to 6 in order to hold the gaps between them uniformly.

次に、図3〜図6を参照して作業手順について説明する。   Next, a work procedure will be described with reference to FIGS.

図3(a)に示すように、工場において、第1縦枠2との縦枠4aの各溝部2a,4c(図2参照)の間と、縦枠4bと第4縦枠5の各溝部4d,5a(図2参照)の間と、第5縦枠6と第2縦枠3の各溝部6b,3a(図2参照)の間にそれぞれ上下方向に所定間隔で各横桟8を組み込んで釘やビス等により固定して形成された各枠体11a,11b,11cを予め作製しておき、これらの各枠体11a,11b,11cを現場に搬入する。なお、第1縦枠2、第2縦枠3、縦枠4a,4b、第4縦枠5、第5縦枠6、及び各横桟8は寸法が統一されている規格品であり、工場にて各枠体11a,11b,11cを精度よく、かつ容易に作製することができる。これにより、現場での施工工数の削減と作業時間の短縮を図ることができる。   As shown in FIG. 3 (a), in a factory, between each groove 2a, 4c (see FIG. 2) of the vertical frame 4a with the first vertical frame 2, and each groove of the vertical frame 4b and the fourth vertical frame 5. 4 d and 5 a (see FIG. 2) and between the grooves 6 b and 3 a (see FIG. 2) of the fifth vertical frame 6 and the second vertical frame 3, the horizontal bars 8 are assembled at predetermined intervals in the vertical direction. The frame bodies 11a, 11b, 11c formed by fixing with nails, screws or the like are prepared in advance, and the frame bodies 11a, 11b, 11c are carried into the field. The first vertical frame 2, the second vertical frame 3, the vertical frames 4a and 4b, the fourth vertical frame 5, the fifth vertical frame 6, and the horizontal rails 8 are standard products with uniform dimensions. The frame bodies 11a, 11b, and 11c can be manufactured accurately and easily. As a result, it is possible to reduce the number of on-site construction man-hours and the work time.

そして、図3(b)に示すように、現場で縦枠4aと縦枠4bの対向する側面に形成した凹部にジョイント材7(図2参照)を嵌合して第3縦枠4を構築し、枠体11a,11bを一体的に接合する。なお、本実施形態では、2本の枠体11a,11bを一体的に接合しているが、躯体壁1cの左右方向の幅に応じて同様に3本以上の枠体をジョイント材を介して一体的に接合することもできる。   And as shown in FIG.3 (b), the joint material 7 (refer FIG. 2) is fitted to the recessed part formed in the side surface which the vertical frame 4a and the vertical frame 4b oppose on-site, and the 3rd vertical frame 4 is constructed | assembled. Then, the frames 11a and 11b are integrally joined. In the present embodiment, the two frames 11a and 11b are integrally joined, but three or more frames are similarly connected via a joint material according to the width in the left-right direction of the housing wall 1c. They can be joined together.

そして、枠体11aの第1縦枠2側を隙間保持部材10を介して躯体壁1cの左端側に設置するとともに、枠体11cの第5縦枠6側を隙間保持部材10を介して躯体壁1cの右端側に設置して固定する(図4(a),(b)参照)。これにより、第4縦枠5と第5縦枠6との間に挟まれた余り部分(半端部分)Cが形成されるので、この余り部分Cの左右方向(水平方向)の寸法に合わせて横桟8の右端側を所望位置で切断して、右端側が平面状の寸法調整用横桟9(図5参照)を作製する。   And while installing the 1st vertical frame 2 side of the frame 11a in the left end side of the housing wall 1c via the clearance holding member 10, the 5th vertical frame 6 side of the frame 11c is connected to the housing via the clearance holding member 10. It is installed and fixed on the right end side of the wall 1c (see FIGS. 4A and 4B). As a result, a surplus portion (half end portion) C sandwiched between the fourth vertical frame 5 and the fifth vertical frame 6 is formed, so that the left and right direction (horizontal direction) dimensions of the surplus portion C are adjusted. The right end side of the horizontal beam 8 is cut at a desired position, and a horizontal adjustment cross beam 9 (see FIG. 5) having a flat right side is produced.

そして、寸法調整用横桟9の左端側の突出部を第4縦枠5の溝部5bに嵌入した後に、寸法調整用横桟9の平面状の右端部を第5縦枠6の切欠き部6aに係止して釘やビス等により固定する(図5参照)。この際、図2に示すように、躯体壁1cと反対側の表装パネル12(図6参照)が設けられる第1縦枠2〜第5縦枠6と各横桟8、及び寸法調整用横桟9の表面側が全体として平坦状になるように設置される。   Then, after the protruding portion on the left end side of the horizontal rail for dimension adjustment 9 is fitted into the groove portion 5 b of the fourth vertical frame 5, the planar right end portion of the horizontal rail for dimension adjustment 9 is the notched portion of the fifth vertical frame 6. Lock to 6a and fix with nails or screws (see FIG. 5). At this time, as shown in FIG. 2, the first vertical frame 2 to the fifth vertical frame 6 provided with the surface panel 12 (refer to FIG. 6) on the side opposite to the housing wall 1 c, the horizontal rails 8, and the dimension adjusting horizontal frame It installs so that the surface side of the crosspiece 9 may become flat as a whole.

そして、第1〜第5縦枠2〜6に複数の横桟8及び寸法調整用横桟9が組み込まれるように設置された平坦状の表面側(躯体壁1cと反対側)に、平板状の石膏ボードなどの表装パネル12を釘やビス等によって固定する(図6参照)。これにより、躯体壁1cの表面に近接して表装壁が構築される。   Then, a flat plate is formed on the flat surface side (the side opposite to the housing wall 1c) installed so that the plurality of horizontal beams 8 and the dimension adjusting horizontal beam 9 are incorporated in the first to fifth vertical frames 2 to 6. A front panel 12 such as a gypsum board is fixed with nails, screws or the like (see FIG. 6). Thereby, a surface wall is constructed close to the surface of the housing wall 1c.

このように、躯体壁1cの表面側に第1〜第5縦枠2〜6に複数の横桟8及び寸法調整用横桟9を組み込むように設置し、かつその表面側(躯体壁1cと反対側)が全体として平坦状になるように設置されることにより、表装パネル11は多数の平面部で支持されるので撓みが生じることない。   In this manner, the first to fifth vertical frames 2 to 6 are installed on the surface side of the frame wall 1c so as to incorporate the plurality of horizontal beams 8 and the horizontal beam 9 for size adjustment, and the surface side (the frame wall 1c and Since the surface panel 11 is supported by a large number of plane portions by being installed so that the opposite side) is flat as a whole, no bending occurs.

また、躯体壁1cの水平方向の幅によって最後に第4縦枠5と第5縦枠6の間に残った余り部分Cの大きさ(幅寸法)が作業する集合住宅によって異なる場合でも、現場で余り部分Cの寸法に合わせて横桟8の右端側を切断して寸法調整用横桟9を容易に作製することができるので、作業性の向上を図ることができる。   Even if the size (width dimension) of the remaining portion C remaining between the fourth vertical frame 5 and the fifth vertical frame 6 at the end differs depending on the apartment house to be worked on, depending on the horizontal width of the frame wall 1c. Therefore, the right end side of the horizontal beam 8 can be cut according to the dimension of the remainder portion C, and the horizontal beam 9 for dimension adjustment can be easily manufactured, so that the workability can be improved.

本発明の実施形態に係る壁下地構造を示す正面図。The front view which shows the wall foundation structure which concerns on embodiment of this invention. 図1のA−A線断面図。AA sectional view taken on the line AA of FIG. (a)は、工場で予め作製された3本の枠体を示す図、(b)は、現場で2本の枠体を一体化した状態を示す図。(A) is a figure which shows the three frame bodies produced beforehand in the factory, (b) is a figure which shows the state which integrated the two frame bodies in the field. (a)は、躯体壁の表面側に各枠体を設置した状態を示す正面図、(b)は、図4のB−B線断面図。(A) is a front view which shows the state which installed each frame on the surface side of a housing wall, (b) is the BB sectional drawing of FIG. 第4縦枠と第5縦枠との間に寸法調整用横桟を設置した状態を示す図。The figure which shows the state which installed the horizontal crosspiece for dimension adjustment between the 4th vertical frame and the 5th vertical frame. 第1〜第5縦枠に複数の横桟及び寸法調整用横桟が組み込まれるように設置された平坦状の表面側に表装パネルを固定した状態を示す横断面図。The cross-sectional view which shows the state which fixed the surface panel to the flat surface side installed so that several horizontal crosspieces and dimension crosspieces may be integrated in the 1st-5th vertical frame.

符号の説明Explanation of symbols

1 躯体
1a 天井
1b 床
1c 躯体壁
2 第1縦枠
3 第2縦枠
4 第3縦枠
4a,4b 縦枠
5 第4縦枠
6 第5縦枠
7 ジョイント材
8 横桟
9 寸法調整用横桟
10 隙間保持部材
11a,11b,11c 枠体
12 表装パネル
DESCRIPTION OF SYMBOLS 1 Housing 1a Ceiling 1b Floor 1c Housing wall 2 1st vertical frame 3 2nd vertical frame 4 3rd vertical frame 4a, 4b Vertical frame 5 4th vertical frame 6 5th vertical frame 7 Joint material 8 Horizontal beam 9 Horizontal for dimension adjustment Crosspiece 10 Gap holding member 11a, 11b, 11c Frame 12 Front panel

Claims (3)

天井と床との間の高さに応じた縦枠を、躯体壁の水平方向の両側近傍とこの両側近傍の間に前記躯体壁の壁面に沿って一列に所定間隔で複数設置させるとともに、隣接する前記各縦枠のそれぞれの対向する側面に形成した各係止部の間に、横桟を前記縦枠の上下方向に沿って所定間隔で複数設置させ、かつ前記躯体壁と反対側の表装パネルが設けられる前記縦枠と前記横枠の表面側が全体として平坦状となるように、前記各縦枠に対して前記各横桟を設置させる、
ことを特徴とする壁下地構造。
A plurality of vertical frames according to the height between the ceiling and the floor are installed at predetermined intervals in a row along the wall surface of the frame wall between the vicinity of both sides of the horizontal direction of the frame wall and the vicinity of both sides of the vertical frame. A plurality of horizontal rails are installed at predetermined intervals along the vertical direction of the vertical frame between the engaging portions formed on the opposing side surfaces of the vertical frame, and the outer surface of the vertical frame is opposite to the casing wall. The horizontal frames are installed with respect to the vertical frames so that the vertical frame on which the panel is provided and the surface side of the horizontal frame are flat as a whole.
A wall foundation structure characterized by that.
前記躯体壁の両側側から、隣接する前記縦枠の対向する前記各係止部に前記横桟を設置するようにして組み込んで形成された枠体を前記壁面に沿って一列にそれぞれ設置して、設置される最後の隣接する前記枠体の各縦枠間に挟まれた余り部分に、該余り部分の水平方向の寸法に合わせてどちらか一方の端部側を切断して形成された前記横桟を寸法調整用横桟として設置する、
ことを特徴とする請求項1に記載の壁下地構造。
From both sides of the housing wall, frame bodies formed by installing the horizontal rails in the respective engaging portions facing each other of the adjacent vertical frames are installed in a line along the wall surface. The surplus part sandwiched between the vertical frames of the last adjacent frame body to be installed is formed by cutting either one end side according to the horizontal dimension of the surplus part. Install the horizontal beam as a horizontal beam for dimension adjustment.
The wall foundation structure according to claim 1.
前記枠体は、隣接する前記縦枠の対向する前記各係止部として形成された凹状の溝部に、前記横桟の両端側の端部に形成した突起部をそれぞれ嵌入させて形成され、
前記寸法調整用横桟は、その一端側の端部に形成された突起部を、隣接する一方側の前記縦枠の前記係止部として形成された凹状の溝部に嵌入させるとともに、切断された他端側の端部を、隣接する他方側の前記縦枠の前記係止部として形成された前記壁面と反対側に開口した切欠き部に係止させる、
ことを特徴とする請求項2に記載の壁下地構造。
The frame body is formed by fitting protrusions formed at both ends of the cross rail into recessed grooves formed as the engaging portions facing each other of the adjacent vertical frames,
The dimension adjusting horizontal crosspiece was cut while fitting a protrusion formed on one end of the horizontal crosspiece into a concave groove formed as the locking portion of the adjacent vertical frame on one side. The other end side is locked to a notch that opens to the opposite side to the wall surface formed as the locking portion of the adjacent vertical frame on the other side.
The wall base structure according to claim 2.
JP2006303938A 2006-11-09 2006-11-09 Wall backing structure Pending JP2008121216A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006303938A JP2008121216A (en) 2006-11-09 2006-11-09 Wall backing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
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Family

ID=39506271

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006303938A Pending JP2008121216A (en) 2006-11-09 2006-11-09 Wall backing structure

Country Status (1)

Country Link
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05295873A (en) * 1992-04-20 1993-11-09 Haseko Corp Sub-frame unit and assembling method thereof
JPH08270173A (en) * 1995-03-31 1996-10-15 Motohiro Hara Backing panel
JP2883868B1 (en) * 1998-04-13 1999-04-19 株式会社桂 Frame panel for architectural groundwork and groundwork method using the panel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05295873A (en) * 1992-04-20 1993-11-09 Haseko Corp Sub-frame unit and assembling method thereof
JPH08270173A (en) * 1995-03-31 1996-10-15 Motohiro Hara Backing panel
JP2883868B1 (en) * 1998-04-13 1999-04-19 株式会社桂 Frame panel for architectural groundwork and groundwork method using the panel

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