JP2016173005A - Method for forming interior substrate structure - Google Patents

Method for forming interior substrate structure Download PDF

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JP2016173005A
JP2016173005A JP2015054174A JP2015054174A JP2016173005A JP 2016173005 A JP2016173005 A JP 2016173005A JP 2015054174 A JP2015054174 A JP 2015054174A JP 2015054174 A JP2015054174 A JP 2015054174A JP 2016173005 A JP2016173005 A JP 2016173005A
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guide
panel
auxiliary
standard
auxiliary wooden
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JP6570281B2 (en
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安達 好和
Yoshikazu Adachi
好和 安達
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Abstract

PROBLEM TO BE SOLVED: To provide an interior substrate structure that makes it possible to flexibly and simply handle various types of alteration requests at a construction site while using a single type of members having a simple configuration as primary materials.SOLUTION: An interior substrate structure comprises: a plurality of standard panels 10 obtained by performing parallel arrangement on three vertical muntins composed of H liners, and connecting the respective vertical muntins by using a plurality of horizontal muntins (auxiliary wooden muntins); a plurality of U liners 30 having a recess groove; and a plurality of auxiliary wooden muntins 56. A first guide is formed by arranging a U liner 30 on one surface in a skeleton; a second guide is formed by arranging a U liner 30 on the opposite surface. Engaging coupling salients 20 of the plurality of standard panels 10 with the first guide's recess groove as well as engaging auxiliary wooden muntins 56 between the second guide's recess groove and recess grooves of rear ends of the respective standard panels makes te respective standard panels 10 be fixed between both guides.SELECTED DRAWING: Figure 4

Description

この発明は、建築躯体内に、石膏ボード等の表層材を設置するための内装下地構造を形成する技術に関する。   The present invention relates to a technique for forming an interior base structure for installing a surface layer material such as a gypsum board in a building housing.

建物の主要構造部を鉄筋コンクリートなどで形成する住宅などにおいて建物の内側から断熱性や吸音・遮音性を高めるには躯体壁の内側、躯体天井の内側に複数の表層パネルを並設し表層壁・天井を構築する必要がある。また、将来における可変性を持たせる為には、上記表層面に施したパネル面に複数の壁パネルを並設し、パネルで躯体内側を構築する必要がある。
複数の表層パネルを並設して表層壁を構築する際の下地構造としては、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層パネルを固定し、表層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から知られている。
To increase heat insulation, sound absorption and sound insulation from the inside of a building where the main structure of the building is formed of reinforced concrete, etc., multiple surface panels are arranged in parallel inside the frame wall and inside the frame ceiling. It is necessary to build a ceiling. Further, in order to have variability in the future, it is necessary to arrange a plurality of wall panels in parallel on the panel surface applied to the surface layer surface, and to construct the inside of the housing with the panels.
As a base structure when constructing a surface layer wall by arranging a plurality of surface layer 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 surface layer panels are fixed between runners, and longitudinal ribs provided on the back surface side of the surface layer panel are fixed to a housing wall via an interval adjusting member is conventionally known.

この特許文献1に記載の技術によれば、現場で木軸を格子状に組み立てる作業が不要となる利点がある反面、表層パネルのリブが縦方向にのみ設けられているため、表層パネルに横方向の撓みが生じ易いという問題があった。
また、表層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、通常の平板状の表層パネルをそのまま用いることができないという問題や、表層壁以外の内装下地構造には適用できないという問題があった。
According to the technique described in Patent Document 1, there is an advantage that the work of assembling the wooden shafts in a lattice shape at the site is unnecessary, but the ribs of the surface panel are provided only in the vertical direction, so There was a problem that the direction was easily bent.
In addition, it is necessary to perform processing such as providing ribs on the back of the surface layer panel, and there is a problem that a normal flat surface layer panel cannot be used as it is, and a problem that it cannot be applied to interior basement structures other than the surface layer wall. there were.

これに対し、特許文献2に記載の技術の場合、第1のレール部材と第2のレール部材によるガイド溝間に、規格化された標準パネルと繋ぎパネルを順に必要枚数装着することによって、表層壁用は勿論、天井用や間仕切り用の内装下地構造を形成することが可能となる利点を備えており、標準パネル及び繋ぎパネルは予め工場で製造されるため、現場での作り込み作業を最小限に抑えることも可能となる。
この標準パネル及び繋ぎパネルは、それぞれ横桟及び縦桟を備えているため、形成される内装下地構造は格子状の構造を備えており、縦方向及び横方向に撓みが生じることがない。上記縦桟及び縦フレーム材の表面が面一になるように各部の寸法を設定しておけば、通常の平板状の表層パネルを下地構造に貼り付けることも可能となる。
On the other hand, in the case of the technique described in Patent Document 2, the required number of standardized standard panels and connecting panels are sequentially mounted between the guide grooves formed by the first rail member and the second rail member. Not only for walls, but also has the advantage of being able to form interior basement structures for ceilings and partitions. Standard panels and connecting panels are manufactured in advance in the factory, minimizing on-site work. It is also possible to limit to the limit.
Since the standard panel and the connecting panel are each provided with a horizontal beam and a vertical beam, the interior base structure to be formed has a lattice-like structure, and no bending occurs in the vertical direction and the horizontal direction. If the dimensions of each part are set so that the surfaces of the vertical beam and the vertical frame material are flush with each other, a normal flat surface panel can be attached to the base structure.

ただ、この特許文献2の施工方法では少なくとも標準パネルと繋ぎパネルという2種類の部材を主要資材として用意する必要があるため、調達や配送、現場における管理等において不便が生じていた。   However, in the construction method of Patent Document 2, it is necessary to prepare at least two types of members, that is, a standard panel and a connecting panel as main materials, which causes inconveniences in procurement, delivery, on-site management, and the like.

この点、特許文献3に記載の技術の場合、梯子状のフレーム部材のみを基本的な構成部材として利用するものであり、2種類の部材を主要資材として用いる不便さが克服されていると評価できる。   In this regard, in the case of the technique described in Patent Document 3, it is evaluated that only the ladder-shaped frame member is used as a basic constituent member, and the inconvenience of using two types of members as main materials has been overcome. it can.

特開平5−141065Japanese Patent Laid-Open No. 5-141065 特開2009−275500JP 2009-275500 A 特開2011−252377JP2011-252377

しかしながら、1種類のフレーム部材で建築躯体内のあらゆる内装下地構造を形成することに拘るがゆえに、柔軟性に欠ける一面も備えていた。
例えば、一つのフレーム部材で寸法が足りない場合に、敢えてもう一つのフレーム部材を接合した上で余剰部分を切除したり(特許文献3の図7参照)、逆に一つのフレーム部材では寸法が余る場合に、これを現場で分解した上で余剰部分を切除し、再度組み立てたりする(特許文献3の図22参照)手間が生じることとなる。
However, since one type of frame member is concerned with the formation of all interior basement structures in the building enclosure, it has one surface lacking flexibility.
For example, when the size of one frame member is insufficient, the surplus portion is cut off after joining another frame member (see FIG. 7 of Patent Document 3). In the case where there is a surplus, it takes time and labor to disassemble and reassemble the surplus portion (see FIG. 22 of Patent Document 3).

そこで本発明は、比較的単純な構成を備えた1種類の部材を主要資材として用いて建築躯体内の各種内装下地構造を形成するという特許文献3の基本思想を踏襲しつつも、現場における多様な改変要求にも柔軟かつ簡便に対応可能な内装下地構造の形成方法を提供することを目的としている。   Therefore, the present invention follows the basic idea of Patent Document 3 in which various interior foundation structures are formed using one kind of member having a relatively simple structure as a main material, and various in the field. It is an object of the present invention to provide a method for forming an interior underlayer structure that can flexibly and easily cope with various alteration requests.

上記の目的を達成するため、請求項1に記載の発明は、角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した複数の棒状部材(UライナやHライナ等)と、上記の各凹溝に嵌合可能な寸法を備えた複数の補助木桟と、複数本の上記棒状部材を所定の間隔をおいて並列配置し、各棒状部材の凹溝間に複数枚の上記補助木桟を介装させた格子状の複数の標準パネルを用いた内装下地構造の形成方法であって、上記棒状部材を躯体内の一面に固定することによって第1のガイドを形成すると共に、上記棒状部材を躯体内の対向面に固定することによって第2のガイドを形成し、上記標準パネルの一端側に配置された上記補助木桟からなる凸部を、上記第1のガイドの凹溝に係合すると共に、その他端側に配置された上記補助木桟からなる凸部を、上記第2のガイドの凹溝に係合することにより、当該標準パネルを第1のガイドと第2のガイド間に固定した後、相互間に所定の距離をおいて、他の標準パネルを上記と同様の手順に従って上記第1のガイドと第2のガイド間に固定する作業を、必要回数繰り返すことを特徴としている。   In order to achieve the above object, the invention described in claim 1 includes a plurality of rod-shaped members (U liner, H liner, etc.) having a concave groove formed in the central part of at least one of the front and back surfaces of a square member, A plurality of auxiliary wooden bars having dimensions that can be fitted in the respective concave grooves and a plurality of the rod-shaped members are arranged in parallel at a predetermined interval, and a plurality of the auxiliary trees are disposed between the concave grooves of the respective rod-shaped members. A method of forming an interior base structure using a plurality of grid-like standard panels with a crosspiece interposed therebetween, wherein the first guide is formed by fixing the rod-shaped member to one surface of the housing, and the rod-shaped A second guide is formed by fixing the member to the opposite surface in the housing, and the convex portion made of the auxiliary wooden bar arranged on one end side of the standard panel is engaged with the concave groove of the first guide. And the above auxiliary wooden cross placed on the other end side After fixing the standard panel between the first guide and the second guide by engaging the portion with the concave groove of the second guide, another standard is placed with a predetermined distance between them. The operation of fixing the panel between the first guide and the second guide according to the same procedure as described above is repeated a required number of times.

請求項2に記載の発明は、角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した複数の棒状部材と、上記の各凹溝に嵌合可能な寸法を備えた複数の補助木桟と、複数本の上記棒状部材を所定の間隔をおいて並列配置し、各棒状部材の凹溝間に複数枚の上記補助木桟を介装させた格子状の複数の標準パネルを用いた内装下地構造の形成方法であって、上記棒状部材を躯体内の一面に固定することによって第1のガイドを形成すると共に、上記棒状部材を躯体内の対向面に固定することによって第2のガイドを形成し、上記第1のガイドの凹溝に上記標準パネルの一端側に配置された上記補助木桟からなる凸部を係合すると共に、上記第2のガイドの凹溝にも上記標準パネルの一端側に配置された上記補助木桟からなる凸部を係合し、第1のガイド側の標準パネルを構成する棒状部材の後端と、第2のガイド側の標準パネルを構成する棒状部材の後端との間に、必要な長さの棒状部材を延長部材として配置すると共に、各延長部材側の凹溝と各標準パネル側の凹溝に上記補助木桟を嵌合することによって両者間を連結した後、相互間に所定の距離をおいて、他の一対の標準パネルと複数の棒状部材及び補助木桟を上記と同様の手順に従って上記第1のガイドと第2のガイド間に配置する作業を、必要回数繰り返すことを特徴としている。   The invention according to claim 2 is a plurality of rod-shaped members in which a groove is formed at the center of at least one of the front and back surfaces of a square bar, and a plurality of auxiliary trees having dimensions that can be fitted into the grooves. A plurality of grid-like standard panels in which a crosspiece and a plurality of the bar-like members are arranged in parallel at a predetermined interval and a plurality of auxiliary wooden crosspieces are interposed between the concave grooves of each bar-like member are used. A method for forming an interior base structure, wherein a first guide is formed by fixing the rod-shaped member to one surface of a housing, and a second guide is formed by fixing the rod-shaped member to an opposing surface in the housing. And engaging the convex portion made of the auxiliary wooden bar disposed on one end side of the standard panel with the concave groove of the first guide, and the standard panel also in the concave groove of the second guide Engage the convex part made of the auxiliary wooden cross placed on one end side of A rod-shaped member of the required length is arranged as an extension member between the rear end of the rod-shaped member constituting the standard panel on the first guide side and the rear end of the rod-shaped member constituting the standard panel on the second guide side In addition, after connecting the auxiliary wooden crosspieces into the groove on the side of each extension member and the groove on the side of each standard panel, the other pair is connected with a predetermined distance between them. The operation of arranging the standard panel, the plurality of rod-like members and the auxiliary wooden crosspieces between the first guide and the second guide according to the same procedure as described above is repeated a required number of times.

請求項3に記載の発明は、請求項2または3に記載した内装下地構造の形成方法であって、さらに、一定の寸法を備えた補助木桟を隣接する標準パネル間に介装することによって、各標準パネル間に一定の距離を確保することを特徴としている。   The invention according to claim 3 is the method for forming the interior base structure according to claim 2 or 3, further comprising interposing an auxiliary wooden cross with a certain size between adjacent standard panels. It is characterized by ensuring a certain distance between each standard panel.

請求項4に記載の発明は、請求項1〜3に記載した内装下地構造の形成方法であって、さらに、上記第1のガイドと第2のガイド間に複数の標準パネルを左右の少なくとも一方の端から順に配置していき、標準パネル間あるいは標準パネルと躯体壁面または建具との間に一定の寸法範囲の隙間が残された場合に、少なくとも1本の棒状部材からなるパネル補完部材の一端側に配置された上記補助木桟からなる凸部を上記第1のガイドの凹溝に係合させると共に、その他端側に配置された上記補助木桟からなる凸部を上記第2のガイドの凹溝に係合させることにより、当該パネル補完部材を第1のガイド及び第2のガイド間に配置することを特徴としている。   According to a fourth aspect of the present invention, there is provided the interior underlayer structure forming method according to any one of the first to third aspects, wherein a plurality of standard panels are provided between the first guide and the second guide. One end of a panel complementary member consisting of at least one rod-shaped member when a gap of a certain size range is left between the standard panels or between the standard panels and the frame wall or joinery. The convex portion made of the auxiliary wooden crosspiece arranged on the side is engaged with the concave groove of the first guide, and the convex portion made of the auxiliary wooden crosspiece arranged on the other end side is engaged with the concave portion of the second guide. The panel complementary member is arranged between the first guide and the second guide by engaging with the concave groove.

請求項5に記載の発明は、請求項4に記載した内装下地構造の形成方法であって、さらに、相互間に所定の距離をおいて上記パネル補完部材が複数配置されており、一方のパネル補完部材の凹溝に上記補助木桟の一端が係合されると共に、この補助木桟の他端が他方のパネル補完部材の凹溝に係合されていることを特徴としている。   The invention according to claim 5 is the method for forming the interior underlay structure according to claim 4, wherein a plurality of the panel complementary members are arranged at a predetermined distance between each other, and one panel One end of the auxiliary wooden crosspiece is engaged with the concave groove of the complementary member, and the other end of the auxiliary wooden crosspiece is engaged with the concave groove of the other panel complementary member.

請求項6に記載の発明は、請求項4または5に記載した内装下地構造の形成方法であって、さらに、上記パネル補完部材の凹溝に上記補助木桟の一端が係合されると共に、この補助木桟の他端が隣接する標準パネルの凹溝に係合されていることを特徴としている。   The invention according to claim 6 is the method for forming the interior base structure according to claim 4 or 5, and further, one end of the auxiliary wooden crosspiece is engaged with the concave groove of the panel complementary member, The other end of the auxiliary wooden crosspiece is engaged with a concave groove of an adjacent standard panel.

請求項7に記載の発明は、内装下地構造の形成方法であって、角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した棒状の部材と、上記凹溝に嵌合可能な寸法を備えた補助部材と、上記角材に凹溝を彫り込んだヘリの部分の厚さに対応した補助部材による互換性を持った寸法体系の組合せで、建物躯体の全ての部分に適合できることを特徴としている。   The invention according to claim 7 is a method for forming an interior base structure, and is a rod-shaped member in which a concave groove is formed in the central portion of at least one of the front and back surfaces of a square member, and a dimension that can be fitted into the concave groove. It is possible to adapt to all parts of the building frame by combining the auxiliary member equipped with the dimensional system with compatibility by the auxiliary member corresponding to the thickness of the helicopter with the concave groove carved into the square bar. Yes.

本発明に係る内装下地構造の形成方法の場合、凹溝を備えた複数本の棒状部材と補助木桟を格子状に組み合わせた極めて簡素な構成の標準パネルを主要資材として用いながらも、この標準パネルの構成部材である棒状部材と補助木桟を補完資材として有効活用することにより、施工現場での様々な寸法要請に対して柔軟かつ効率的に対応可能となる。   In the case of the method for forming an interior base structure according to the present invention, a standard panel having a very simple configuration in which a plurality of rod-shaped members having concave grooves and auxiliary wooden crosses are combined in a lattice shape is used as a main material. By effectively utilizing the bar-shaped members and auxiliary wooden crosspieces which are the components of the panel as complementary materials, it becomes possible to flexibly and efficiently respond to various dimensional requirements at the construction site.

例えば、請求項4に記載した内装下地構造の形成方法の場合、第1のガイドと第2のガイドとの間に棒状部材をパネル補完部材として配置することにより、標準パネルを設置するほどでもない中途半端な空きスペースを簡単に埋めることができる。
また、請求項2に記載した内装下地構造の形成方法の場合、一対の標準パネルを縦方向に配置しても寸法が足りない場合に、両者間に適当な寸法の棒状部材を延長部材として配置することにより、比較的広い面積の内装下地構造(例えば天井用の内装下地構造)を形成可能となる。
For example, in the case of the interior underlayer structure forming method according to claim 4, it is not so much that a standard panel is installed by arranging a rod-shaped member as a panel complementary member between the first guide and the second guide. You can easily fill up halfway empty spaces.
Further, in the case of the interior base structure forming method according to claim 2, when a pair of standard panels is not long enough to be arranged in the vertical direction, a rod-like member having an appropriate size is arranged as an extension member between the two. By doing so, it is possible to form an interior base structure having a relatively large area (for example, an interior base structure for a ceiling).

図1は、この発明に係る内装下地構造の主要な構成部材である標準パネル10を示すものであり、この標準パネル10は、3本の縦桟(第1の縦桟11、第2の縦桟12及び第3の縦桟13)を所定の間隔をおいて平行に配置させ、第1の縦桟11と第2の縦桟12との間に3本の横桟(第1の横桟14、第2の横桟15、第3の横桟16)を配置させ、第2の縦桟12と第3の縦桟13との間にも3本の横桟(第4の横桟17、第5の横桟18、第6の横桟19)を配置させた格子形状を備えている。   FIG. 1 shows a standard panel 10 which is a main component of an interior base structure according to the present invention. This standard panel 10 has three vertical beams (first vertical beam 11 and second vertical beam 11). A crosspiece 12 and a third vertical crosspiece 13) are arranged in parallel at a predetermined interval, and three horizontal crosspieces (first horizontal crosspieces) are arranged between the first vertical crosspiece 11 and the second vertical crosspiece 12. 14, a second horizontal beam 15, a third horizontal beam 16), and three horizontal beams (fourth horizontal beam 17) between the second vertical beam 12 and the third vertical beam 13. , A fifth horizontal beam 18 and a sixth horizontal beam 19) are provided.

上記第1の縦桟11〜第3の縦桟13は、それぞれ以下の寸法を備えている。
2100mm(長さ)×30mm(横幅)×45mm(厚さ)
また、上記第1の横桟14〜第6の横桟19は、それぞれ以下の寸法を備えている。
40mm(長さ)×293mm(幅)×21mm(厚さ)
ただし、これらの寸法は一例であり、これらに限定する趣旨ではない(以下も同様)。
Each of the first to third vertical bars 11 to 13 has the following dimensions.
2100mm (length) x 30mm (width) x 45mm (thickness)
Moreover, the said 1st horizontal crosspiece 14-the 6th horizontal crosspiece 19 are each provided with the following dimensions.
40mm (length) x 293mm (width) x 21mm (thickness)
However, these dimensions are examples and are not intended to be limited to these dimensions (the same applies to the following).

上記第1の縦桟11の芯と第2の縦桟12の芯との間の距離は303mmに設定されると共に、第2の縦桟12の芯と第3の縦桟13の芯との間の距離も303mmに設定されている。
また、第1の横桟14の芯と第2の横桟15の芯との間の距離、第2の横桟15の芯と第3の横桟16の芯と第1の縦桟11の下端間の距離、第4の横桟17の芯と第5の横桟18の芯との間の距離、第5の横桟18の芯と第3の縦桟13の下端間の距離は、それぞれ910mmに設定されている。
The distance between the core of the first vertical beam 11 and the core of the second vertical beam 12 is set to 303 mm, and the distance between the core of the second vertical beam 12 and the core of the third vertical beam 13 is set. The distance between them is also set to 303mm.
Further, the distance between the core of the first horizontal beam 14 and the core of the second horizontal beam 15, the core of the second horizontal beam 15, the core of the third horizontal beam 16, and the first vertical beam 11 The distance between the lower ends, the distance between the core of the fourth horizontal beam 17 and the core of the fifth horizontal beam 18, the distance between the core of the fifth horizontal beam 18 and the lower end of the third vertical beam 13 are: Each is set to 910mm.

上記第3の横桟16の下端面及び第6の横桟19の下端面は、それぞれ第1の縦桟11〜第3の縦桟13の下端面より10mmほど外部に突出しており、これが連結用凸部20を構成している。
また、第1の縦桟11〜第3の縦桟13の上端面は、第1の横桟14及び第4の横桟17の上端面よりも260mmほど張り出しており、これが連結用マージン部22を構成している。
The lower end surface of the third horizontal beam 16 and the lower surface of the sixth horizontal beam 19 protrude outward by 10 mm from the lower surfaces of the first vertical beam 11 to the third vertical beam 13, respectively. The convex portion 20 is configured.
In addition, the upper end surfaces of the first vertical beam 11 to the third vertical beam 13 protrude about 260 mm from the upper end surfaces of the first horizontal beam 14 and the fourth horizontal beam 17, and this is the connecting margin portion 22. Is configured.

図1の断面図である図2に示すように、第1の縦桟11、第2の縦桟12及び第3の縦桟13は、それぞれ両側面の中央部に凹溝24が形成された断面H字形状を備えている。
各凹溝24は、深さ10mm、幅21mm、長さ2100mmの寸法で形成されている。
ただし、第1の縦桟11及び第3の縦桟13については、内面側にのみ凹溝24を形成した断面U字形状の棒状部材によって構成することもできる。
As shown in FIG. 2, which is a cross-sectional view of FIG. 1, the first vertical beam 11, the second vertical beam 12, and the third vertical beam 13 are each formed with a groove 24 at the center of both side surfaces. It has a H-shaped cross section.
Each concave groove 24 is formed with dimensions of a depth of 10 mm, a width of 21 mm, and a length of 2100 mm.
However, the first vertical rail 11 and the third vertical rail 13 can also be configured by a bar-shaped member having a U-shaped cross section in which a concave groove 24 is formed only on the inner surface side.

上記第1の横桟14、第2の横桟15、第3の横桟16は、第1の縦桟11の凹溝24と第2の縦桟12の凹溝24に嵌合され、第4の横桟17、第5の横桟18、第6の横桟19は、第2の縦桟11の凹溝24と第3の縦桟13の凹溝24に嵌合され、それぞれネジ、釘、タッカー、接着剤などによって接合されている。   The first horizontal beam 14, the second horizontal beam 15, and the third horizontal beam 16 are fitted in the groove 24 of the first vertical beam 11 and the groove 24 of the second vertical beam 12, respectively. 4 horizontal beam 17, fifth horizontal beam 18, and sixth horizontal beam 19 are fitted in the groove 24 of the second vertical beam 11 and the groove 24 of the third vertical beam 13, respectively, Joined with nails, tucker, adhesive, etc.

図3は、標準パネル10以外の構成部材を示すものであり、図3(a)はUライナ30を、図3(b)はHライナ32を、図3(c)は補助合板34を示している。   3 shows components other than the standard panel 10. FIG. 3 (a) shows the U liner 30, FIG. 3 (b) shows the H liner 32, and FIG. 3 (c) shows the auxiliary plywood 34. FIG. ing.

Uライナ30は、2100mmまたは2420mm(長さ)×30mm(高さ)×45mm(幅)の寸法を備えた角材35の上面中央部に、深さ10mm、幅21mm、長さ2100mmまたは2420mmの凹溝24を形成した、断面U字形状の棒状部材である。   The U liner 30 is a 10mm deep, 21mm wide, 2100mm long, or 2420mm concave in the center of the top surface of a square 35 with dimensions of 2100mm or 2420mm (length) x 30mm (height) x 45mm (width). This is a rod-shaped member having a U-shaped cross section in which a groove 24 is formed.

Hライナ32は、2100mmまたは2420mm(長さ)×30mm(高さ)×45mm(幅)の寸法を備えた角材35の上面中央部及び下面中央部に、それぞれ深さ10mm、幅21mm、長さ2100mmまたは2420mmの凹溝24を形成した、断面H字形状の棒状部材である。
すなわち、長さ2100mmのHライナ32は、標準パネル10の第1の縦桟11、第2の縦桟12及び第3の縦桟13と実質的に等しい構成を備えている。
The H liner 32 has a depth of 10 mm, a width of 21 mm, and a length at the center of the top surface and the bottom surface of the square member 35 having dimensions of 2100 mm or 2420 mm (length) x 30 mm (height) x 45 mm (width), respectively. This is a rod-like member having an H-shaped cross section in which a concave groove 24 of 2100 mm or 2420 mm is formed.
That is, the H liner 32 having a length of 2100 mm has a configuration substantially equal to the first vertical beam 11, the second vertical beam 12, and the third vertical beam 13 of the standard panel 10.

補助合板34は、1820mm(長さ)×12mm(厚さ)×90mm(幅)の寸法を備えている。   The auxiliary plywood 34 has a dimension of 1820 mm (length) × 12 mm (thickness) × 90 mm (width).

以上が主要な構成部材であるが、その他にも、同じ寸法体系に属する適当な寸法の木桟や補助木桟、駒材を必要に応じて利用する。以下にそれぞれの寸法を例示する。
[木桟] 2420mm(長さ)×45mm(横幅)×30mm(厚さ)
[補助木桟(1)] 293mm(長さ)×40mm(横幅)×21mm(厚さ)
[補助木桟(2)] 500mm(長さ)×40mm(横幅)×21mm(厚さ)
[補助木桟(3)] 2420mm(長さ)×40mm(横幅)×21mm(厚さ)
[駒材] 120mm(長さ)×40mm(横幅)×30mm(厚さ)
上記の補助木桟(2)は、標準パネル10を構成する各横桟と同一部材よりなる。また、補助木桟(1)〜補助木桟(3)は共に21mmの厚さを備えるため、第1の縦桟11〜第3の縦桟13、Uライナ30、Hライナ32に形成された各凹溝24に嵌合可能に構成されている。
The above are the main components, but other than that, wooden pedestals, auxiliary wooden pedestals, and piece members of appropriate dimensions belonging to the same dimensional system are used as necessary. Each dimension is illustrated below.
[Wooden crossing] 2420mm (length) x 45mm (width) x 30mm (thickness)
[Auxiliary wooden cross (1)] 293mm (length) x 40mm (width) x 21mm (thickness)
[Auxiliary wooden cross (2)] 500mm (length) x 40mm (width) x 21mm (thickness)
[Auxiliary wooden cross (3)] 2420mm (length) x 40mm (width) x 21mm (thickness)
[Frame material] 120mm (length) x 40mm (width) x 30mm (thickness)
The auxiliary wooden cross (2) is composed of the same members as the horizontal crosses constituting the standard panel 10. In addition, since the auxiliary wooden beam (1) to the auxiliary wooden beam (3) have a thickness of 21 mm, they are formed on the first vertical beam 11 to the third vertical beam 13, the U liner 30, and the H liner 32. Each groove 24 is configured to be fitted.

この発明は、上記の各構成部材を適宜組み合わせることにより、建物の建築躯体内に、各種の内装下地構造を比較的類似の手順によって形成する点に特徴を有している。
図4は、内装下地構造の典型例を示すものであり、上記の標準パネル10等を用いて形成された表層壁用内装下地構造40と、天井用内装下地構造42と、第1の間仕切り壁用内装下地構造44と、第2の間仕切り壁用内装下地構造46と、下がり天井用内装下地構造48が示されている。
The present invention is characterized in that various interior base structures are formed in a building enclosure of a building by a relatively similar procedure by appropriately combining the above-described constituent members.
FIG. 4 shows a typical example of the interior base structure, and the interior base structure 40 for the surface layer wall, the interior base structure 42 for the ceiling, and the first partition wall formed using the standard panel 10 or the like. An interior foundation structure 44 for a partition, an interior foundation structure 46 for a second partition wall, and an interior foundation structure 48 for a falling ceiling are shown.

まず表層壁用内装下地構造40が、以下のようにして設置される。ただし、各ステップの順番は入れ替え可能である(以下も同様)。
(1) 建築躯体の床面50に駒材52Aを接着し、その上にUライナ30Aを載置してネジ等で固定すると共に、梁54の下面に駒材52Aなどを介しUライナ30Bを接着、ビスなどで固定する。このUライナ30Aが第1のガイドに相当し、Uライナ30Bが第2のガイドに相当する。
(2) 標準パネル10の下端の連結用凸部20を床側のUライナ30Aの凹溝24に嵌合させる。その後、Uライナ30Aと連結用凸部20間が固定される。
(3) 標準パネル10の上端側を、梁54側のUライナ30Bに当接させた後、各縦桟間に装着した補助木桟56Aを上方にスライドさせ、Uライナ30Bの凹溝24に補助木桟56Aの先端を嵌合させる。その後、Uライナ30Bと補助木桟56A間が固定される。
図4においては一つの標準パネル10のみが示されているが、実際には複数の標準パネル10を並列配置することで、比較的広い面積を備えた表層壁用内装下地構造40が形成される(詳細は後述)。
First, the interior base structure 40 for the surface layer wall is installed as follows. However, the order of each step can be changed (the same applies to the following).
(1) The piece material 52A is bonded to the floor 50 of the building frame, and the U liner 30A is placed thereon and fixed with screws, and the U liner 30B is attached to the lower surface of the beam 54 via the piece material 52A. Fix with adhesive or screws. The U liner 30A corresponds to a first guide, and the U liner 30B corresponds to a second guide.
(2) The connecting convex portion 20 at the lower end of the standard panel 10 is fitted into the concave groove 24 of the U-liner 30A on the floor side. Thereafter, the space between the U liner 30A and the connecting convex portion 20 is fixed.
(3) After the upper end side of the standard panel 10 is brought into contact with the U liner 30B on the beam 54 side, the auxiliary wooden crosspiece 56A mounted between the vertical crosspieces is slid upward to form the concave groove 24 of the U liner 30B. Fit the tip of the auxiliary wooden cross 56A. Thereafter, the space between the U liner 30B and the auxiliary wooden cross 56A is fixed.
Although only one standard panel 10 is shown in FIG. 4, in practice, a plurality of standard panels 10 are arranged in parallel to form the interior base structure 40 for the surface layer wall having a relatively large area. (Details will be described later).

つぎに、天井用内装下地構造42が、以下の手順で設置される。
(1) 建築躯体の天井面58に駒材52Bを接着し、その下面に親骨となる木桟60が固定される。
(2) 上記木桟60に標準パネル10が、ネジ等で固定される。
図4においては一つの標準パネル10のみが示されているが、実際には複数の標準パネル10をマトリクス状に配置することで、比較的広い面積を備えた天井用内装下地構造42が形成される(詳細は後述)。
Next, the ceiling interior base structure 42 is installed in the following procedure.
(1) The piece material 52B is bonded to the ceiling surface 58 of the building frame, and the wooden crosspiece 60 serving as the main frame is fixed to the lower surface thereof.
(2) The standard panel 10 is fixed to the wooden bridge 60 with screws or the like.
Although only one standard panel 10 is shown in FIG. 4, in practice, a plurality of standard panels 10 are arranged in a matrix to form a ceiling interior base structure 42 having a relatively large area. (Details will be described later).

つぎに、第1の間仕切り壁用内装下地構造44が、以下の手順で設置される。
(1) 床面50から天井面58までの高さに合わせて、標準パネル10の連結用マージン部22側の長さを調整する。
具体的には、図5に示すように、標準パネル10の第1の縦桟11〜第3の縦桟13の上端に、それぞれ必要な長さに切断したUライナ30Cの端面を当接させ、Uライナ30Cの凹溝24と第1の縦桟11〜第3の縦桟13の凹溝24に適当な長さに切断した補助木桟56Bを嵌合することにより、延長部62を構成しておく。この補助木桟56Bを上方にスライドさせることにより、その上端がUライナ30Cの上端よりも突出し、連結用凸部20が形成される。
(2) 建築躯体の天井面58に駒材52Cを接着し、その下面にUライナ30D(第2のガイド)を宛がい固定する。
(3) 建築躯体の床面50に駒材52Dを接着し、その上にUライナ30E(第1のガイド)を載置して固定する。
(4) 標準パネル10の下端の連結用凸部20を床側のUライナ30Eの凹溝24に嵌合させる。その後、Uライナ30E及び連結用凸部20間がネジ止め等される。
(5) 標準パネル10の延長部62の端面を天井側のUライナ30Dに当接させた後、補助木桟56Bを上方にスライドさせ、Uライナ30Dの凹溝24に補助木桟56Bの連結用凸部20を嵌合させる。その後、Uライナ30Dと補助木桟56Bの連結用凸部20間がネジ止め等される。
図4においては一つの標準パネル10のみが示されているが、実際には複数の標準パネル10を並列配置することで、比較的広い面積を備えた第1の間仕切り壁用内装下地構造44が形成される。
Next, the first partition wall interior foundation structure 44 is installed in the following procedure.
(1) The length of the standard panel 10 on the connection margin portion 22 side is adjusted according to the height from the floor surface 50 to the ceiling surface 58.
Specifically, as shown in FIG. 5, the end surfaces of the U liner 30C cut to the required length are brought into contact with the upper ends of the first vertical beam 11 to the third vertical beam 13 of the standard panel 10, respectively. The extension portion 62 is formed by fitting the auxiliary wooden beam 56B cut to an appropriate length into the groove 24 of the U liner 30C and the groove 24 of the first vertical beam 11 to the third vertical beam 13. Keep it. By sliding the auxiliary wooden bar 56B upward, the upper end of the auxiliary wooden bar 56B projects beyond the upper end of the U liner 30C, and the connecting convex portion 20 is formed.
(2) The piece material 52C is bonded to the ceiling surface 58 of the building frame, and the U liner 30D (second guide) is fixed to the lower surface thereof.
(3) The piece material 52D is bonded to the floor 50 of the building frame, and the U liner 30E (first guide) is placed thereon and fixed.
(4) The connecting convex portion 20 at the lower end of the standard panel 10 is fitted into the concave groove 24 of the U-liner 30E on the floor side. Thereafter, the U liner 30E and the connecting projection 20 are screwed or the like.
(5) After the end face of the extension 62 of the standard panel 10 is brought into contact with the U-liner 30D on the ceiling side, the auxiliary wooden cross 56B is slid upward to connect the auxiliary wooden cross-piece 56B to the concave groove 24 of the U liner 30D. The convex portion 20 is fitted. Thereafter, the connection between the U-liner 30D and the auxiliary projections 56B is screwed or the like.
Although only one standard panel 10 is shown in FIG. 4, in practice, a plurality of standard panels 10 are arranged in parallel, so that the first interior base structure 44 for a partition wall having a relatively large area is provided. It is formed.

つぎに、第2の間仕切り壁用内装下地構造46が、以下の手順で設置される。
(1) 建築躯体の床面50に複数の支持脚64を配置すると共に、表層壁用内装下地構造40の下部や第1の間仕切り壁用内装下地構造44の下部に駒材52Eを接着し、これらの上に床板66を載置する。そして、床板66と駒材52E間がネジ止め等される。
(2) 天井用内装下地構造42を構成している標準パネル10の下面に補助合板34をネジ止め等すると共に、その表面にUライナ30F(第2のガイド)を固定する。
(3) 床板66の表面にUライナ30G(第1のガイド)を、天井側のUライナ30Fと平行するように配置・固定する。
(4) 標準パネル10の下端の連結用凸部20を、床側のU字ライナ30Gの凹溝24に嵌合させる。その後、Uライナ30Gと連結用凸部20間がネジ止め等される。
(5) 標準パネル10の上端側を天井側のUライナ30Fに位置合わせした後、予め各縦桟間に装着しておいた延長用の補助木桟56Dを上方にスライドさせ、Uライナ30Fの凹溝24に補助木桟56Dの先端を嵌合させる。その後、Uライナ30Fと補助木桟56Dの連結用凸部20間がネジ止めされる。
図4においては一つの標準パネル10のみが示されているが、実際には複数の標準パネル10を並列配置することで、比較的広い面積を備えた第2の間仕切り壁用内装下地構造46が形成される(詳細は後述)。
なお、この第2の間仕切り壁用内装下地構造46は、上記のように支持脚64及び床面50によって形成された二重床上に設置する場合に限定されるものではなく、建築躯体の床面50上に設置することもできる。
Next, the second partition wall interior base structure 46 is installed in the following procedure.
(1) A plurality of support legs 64 are arranged on the floor 50 of the building frame, and a piece 52E is bonded to the lower part of the interior base structure 40 for the surface wall and the lower part of the first interior base structure 44 for the partition wall, A floor board 66 is placed on these. The space between the floor board 66 and the piece 52E is screwed or the like.
(2) The auxiliary plywood 34 is screwed to the lower surface of the standard panel 10 constituting the interior interior structure 42 for the ceiling, and the U liner 30F (second guide) is fixed to the surface thereof.
(3) The U liner 30G (first guide) is arranged and fixed on the surface of the floor board 66 so as to be parallel to the ceiling U liner 30F.
(4) The connecting convex portion 20 at the lower end of the standard panel 10 is fitted into the concave groove 24 of the U-shaped liner 30G on the floor side. Thereafter, the U liner 30G and the connecting projection 20 are screwed or the like.
(5) After aligning the upper end side of the standard panel 10 with the U-liner 30F on the ceiling side, slide the auxiliary wooden cross 56D for extension previously installed between the vertical crosses upward. The tip of the auxiliary wooden cross 56D is fitted into the concave groove 24. Thereafter, the connection convex portion 20 between the U liner 30F and the auxiliary wooden cross 56D is screwed.
Although only one standard panel 10 is shown in FIG. 4, in practice, a plurality of standard panels 10 are arranged in parallel, so that a second partition wall interior basement structure 46 having a relatively large area can be obtained. (Details will be described later).
The second partition wall interior basement structure 46 is not limited to being installed on the double floor formed by the support legs 64 and the floor surface 50 as described above. Can be installed on 50.

つぎに、下がり天井用内装下地構造48が、以下の手順で設置される。
(1) 表層壁用内装下地構造40の上部のUライナ30Bに対して、別のUライナ30Hをネジ止め等する。
(2) このUライナ30Hの凹溝24に、必要な長さに切断した補助木桟56Eの一端を挿入する。
(3) この補助木桟56Eの他端に他のUライナ30Sの凹溝24を嵌合させると共に、このUライナ30Sを第1の間仕切り壁用内装下地構造44の上部表面にネジ止め等する。
(4) 上記補助木桟56Eの上面に駒材52Fを接着すると共に、建築躯体の天井面58にも駒材52Gを接着し、両駒材52F, 52G間に適当な長さに切断した補助木桟56Fをネジ止め等する。この結果、Uライナ30H, 30S間に渡された補助木桟56Eが天井方向に吊り上げられることとなる。
Next, the interior structure 48 for the falling ceiling is installed in the following procedure.
(1) Screw another U liner 30H to the upper U liner 30B of the interior base structure 40 for the surface wall.
(2) Insert one end of the auxiliary wooden crosspiece 56E cut to the required length into the concave groove 24 of the U liner 30H.
(3) The groove 24 of another U liner 30S is fitted to the other end of the auxiliary wooden cross 56E, and the U liner 30S is screwed to the upper surface of the first partition wall interior foundation structure 44. .
(4) The piece material 52F is bonded to the upper surface of the auxiliary wooden cross 56E, and the piece material 52G is bonded to the ceiling surface 58 of the building frame, and the auxiliary material is cut to an appropriate length between the two piece materials 52F and 52G. Screw the wooden cross 56F. As a result, the auxiliary wooden cross 56E passed between the U liners 30H and 30S is lifted in the ceiling direction.

上記のようにして形成された各内装下地構造の表面には、図2に示すように、石膏ボード67や木材等の仕上げ材が取り付けられる。
図示の通り、標準パネルの縦桟と横桟の断面寸法差による凹みが12mmあるので、この隙間68に電源ケーブル69やLANケーブルなどのケーブル類を這わすことが可能になり、下地材にケーブル挿通用の穴をあける必要が無くなる。電源ケーブルやLANケーブルの挿通のためパネル−パネル間に通線が必要な場合、あるいはコンセントBOXなどを取り付ける際には、293mmの補助木桟を嵌め込むことで任意の場所に設置可能になる。
また、縦桟と横桟との間に12mmの凹みがあるため、ここに厚さ12mmの補助合板34を宛がうことにより、垂直に方向付けた他の標準パネル10の端面を当接させる受材となすことができる。
As shown in FIG. 2, finishing materials such as gypsum board 67 and wood are attached to the surface of each interior foundation structure formed as described above.
As shown in the figure, there is a recess of 12 mm due to the cross-sectional dimension difference between the vertical and horizontal bars of the standard panel, so it is possible to pass cables such as the power cable 69 and LAN cable through this gap 68, and the cable to the base material There is no need to make a hole for insertion. When wiring between the panels is necessary for inserting the power cable or LAN cable, or when installing the outlet BOX etc., it can be installed in any place by inserting a 293mm auxiliary wooden cross.
Also, since there is a 12mm recess between the vertical beam and the horizontal beam, the end face of the other standard panel 10 that is oriented vertically is brought into contact by placing an auxiliary plywood 34 with a thickness of 12mm here. Can be a receiving material.

図6は、天井用内装下地構造42の詳細な形成方法を示すものである。なお、この工法は天井用内装下地構造42に限定されるものではなく、比較的大面積の内装下地構造の形成に応用可能である。
まず、建築躯体の天井面58には、下地構造を支えるために複数本の木桟60が親骨として予め配置固定されたり、複数個の駒材が対象躯体面に取り付けられる。
つぎに、天井面58の第1の辺70に複数のUライナ30J(第1のガイド)が取り付けられると共に、これと対向する第2の辺71にも複数のUライナ30K(第2のガイド)が取り付けられる。
FIG. 6 shows a detailed method of forming the interior base structure 42 for ceiling. This construction method is not limited to the ceiling interior foundation structure 42, but can be applied to the formation of an interior foundation structure having a relatively large area.
First, in order to support the foundation structure, a plurality of wooden crosspieces 60 are preliminarily arranged and fixed on the ceiling surface 58 of the building frame, or a plurality of pieces are attached to the target frame surface.
Next, a plurality of U liners 30J (first guides) are attached to the first side 70 of the ceiling surface 58, and a plurality of U liners 30K (second guides) are also attached to the second side 71 opposite thereto. ) Is attached.

つぎに、第1の辺70側のUライナ30Jの凹溝24に対し複数の標準パネル10の先端の連結用凸部20を嵌合させると共に、各標準パネル10を木桟60にネジ止め等する。各標準パネル10間には、長さ293mmの補助木桟56xが配置され、その両端が各標準パネル10の凹溝24に嵌合される結果、自動的に縦桟の芯−芯間303mmの間隙が形成される。この補助木桟56xの上端辺は、Uライナ30Jの凹溝24に嵌合される。   Next, the connecting projections 20 at the tips of the plurality of standard panels 10 are fitted into the grooves 24 of the U liner 30J on the first side 70 side, and each standard panel 10 is screwed to the wooden crosspiece 60. To do. Between each standard panel 10, an auxiliary wooden cross 56x having a length of 293mm is arranged, and both ends thereof are fitted into the concave grooves 24 of each standard panel 10. A gap is formed. The upper end side of the auxiliary wooden cross 56x is fitted into the concave groove 24 of the U liner 30J.

同様に、第2の辺71側のUライナ30Kの凹溝24に対し複数の標準パネル10の連結用凸部20を嵌合させると共に、各標準パネル10を木桟60にネジ止め等する。こちらの場合も、各標準パネル10間に長さ293mmの補助木桟が配置され、その左右両端が各標準パネル10の凹溝24に嵌合される結果、自動的に縦桟の芯−芯間303mmの間隙が形成される。   Similarly, the connecting convex portions 20 of the plurality of standard panels 10 are fitted into the concave grooves 24 of the U liner 30K on the second side 71 side, and each standard panel 10 is screwed to the wooden crosspiece 60. In this case as well, a 293 mm long auxiliary wooden cross is placed between each standard panel 10, and the left and right ends thereof are fitted into the concave grooves 24 of each standard panel 10. A gap of 303 mm is formed.

つぎに、第1の辺70側の標準パネル10の下端と、第2の辺71側の標準パネル10の上端間を、Uライナ30L(延長部材)で繋ぐ。
すなわち、各標準パネル10の縦桟の凹溝24に補助木桟56Gを嵌合させておき、適当な長さに切断したUライナ30Lの凹溝24をこれらの補助木桟56Gに嵌合させる。
各縦桟と補助木桟56Gとの間、及びUライナ30Lと補助木桟56Gとの間は、最終的にネジ止め等される。
Next, the lower end of the standard panel 10 on the first side 70 side and the upper end of the standard panel 10 on the second side 71 side are connected by a U liner 30L (extension member).
That is, the auxiliary wooden crosspiece 56G is fitted in the concave groove 24 of the vertical beam of each standard panel 10, and the concave groove 24 of the U liner 30L cut to an appropriate length is fitted to these auxiliary wooden crosspieces 56G. .
The space between each vertical beam and the auxiliary wooden beam 56G and between the U liner 30L and the auxiliary wooden beam 56G are finally screwed.

図面左側から標準パネル10を縦桟の芯−芯間303mmの間隔で順次設置していった結果、図面右側に中途半端なスペースが生じた場合には、標準パネル10を宛がう代わりに、以下の要領で他の部材を用いた割付調整が行われる。   As a result of sequentially installing the standard panel 10 from the left side of the drawing at an interval of 303 mm between the cores of the vertical beam, when a halfway space is generated on the right side of the drawing, instead of directing the standard panel 10, Allocation adjustment using other members is performed in the following manner.

まず、第1の辺70側のUライナ30Jの凹溝24に、横にした補助木桟56Hの上端辺を嵌合させる。
つぎに、この補助木桟56Hの左右両側辺に一対のUライナ30M(パネル補完部材)の凹溝24を嵌合させる。
各Uライナ30Mは、木桟60にネジ止め等される。
First, the upper end side of the auxiliary wooden cross 56H that is laid down is fitted into the concave groove 24 of the U liner 30J on the first side 70 side.
Next, the concave grooves 24 of the pair of U liners 30M (panel complementing members) are fitted to the left and right sides of the auxiliary wooden cross 56H.
Each U liner 30M is screwed to the wooden crosspiece 60 or the like.

同様に、第2の辺71側のUライナ30Kの凹溝24にも、横にした補助木桟56Hの下端辺を嵌合させる。
つぎに、この補助木桟56Hの左右両側辺に一対のUライナ30Mの凹溝24を嵌合させる。
各Uライナ30Mは、木桟60にネジ止め等される。
Similarly, the lower end side of the side auxiliary wooden cross 56H is fitted into the concave groove 24 of the U liner 30K on the second side 71 side.
Next, the recessed grooves 24 of the pair of U liners 30M are fitted to the left and right sides of the auxiliary wooden cross 56H.
Each U liner 30M is screwed to the wooden crosspiece 60 or the like.

第1の辺70側のUライナ30Mと第2の辺71側のUライナ30Mとの間の隙間は、上記と同様、適当な寸法に切断したUライナ30L(延長部材)及び補助木桟56Gを用いて連結させる。   The clearance between the U liner 30M on the first side 70 side and the U liner 30M on the second side 71 side is the same as above, but the U liner 30L (extension member) cut to an appropriate size and the auxiliary wooden cross 56G. Connect using.

上記においては、延長部材としてUライナ30を用いる例を示したが、Hライナ32を延長部材として用いることも当然に可能である。   In the above example, the U liner 30 is used as the extension member. However, it is naturally possible to use the H liner 32 as the extension member.

図7は、表層壁用内装下地構造40の詳細な形成方法を示すものである。
まず、建築躯体の壁面74の下部に配置されたUライナ30A(第1のガイド)の凹溝24に、各標準パネル10の連結用凸部20を嵌合させ、両者間をネジ止め等する。
つぎに、各標準パネル10の上端側を梁54側のUライナ30B(第2のガイド)に当接させると共に、各縦桟間に補助木桟56Aを装着し、これを上方にスライドさせて、Uライナ30Bの凹溝24に補助木桟56Aの上端辺(連結用凸部20)を嵌合させる。その後、Uライナ30Bと補助木桟56A間をネジ止め等する。
FIG. 7 shows a detailed method of forming the interior base structure 40 for the surface wall.
First, the connecting convex portion 20 of each standard panel 10 is fitted into the concave groove 24 of the U liner 30A (first guide) arranged at the lower part of the wall surface 74 of the building frame, and the two are screwed together. .
Next, the upper end side of each standard panel 10 is brought into contact with the U liner 30B (second guide) on the beam 54 side, and an auxiliary wooden cross 56A is mounted between each vertical cross, and this is slid upward. The upper end side of the auxiliary wooden crosspiece 56A (the connecting convex portion 20) is fitted into the concave groove 24 of the U liner 30B. Thereafter, a screw is attached between the U liner 30B and the auxiliary wooden cross 56A.

各標準パネル10は、左右の壁面から順次設置していくのであるが、相互間に長さ293mmの補助木桟56yが配置され、その両端が各標準パネル10の凹溝24に嵌合される結果、自動的に縦桟の芯−芯間303mmの間隙が形成される。
そして、壁面74の真ん中付近に900mm以下の隙間が残された場合には、一枚の標準パネル10を宛がう代わりに、図8及び図9に示すように、他の部材を用いた割付調整が実行される。
Each standard panel 10 is installed sequentially from the left and right wall surfaces, but an auxiliary wooden cross 56y having a length of 293 mm is arranged between the two, and both ends thereof are fitted into the concave grooves 24 of each standard panel 10. As a result, a gap of 303 mm between the cores of the vertical bars is automatically formed.
If a gap of 900 mm or less is left in the vicinity of the middle of the wall surface 74, instead of allocating a single standard panel 10, as shown in FIG. 8 and FIG. Adjustment is performed.

まず、図8(a)に示すように、隙間が301mm〜600mmの範囲内である場合、図8(b)に示すように、1本のUライナ30N(パネル補完部材)の両端を上下に配置されたUライナ30B及び30Aに当接させる。
この追加したUライナ30Nと標準パネル10の第1の縦桟11との間には、長さ293mmの4枚の補助木桟56Lが配置され、それぞれの両端が標準パネル10の凹溝24とUライナ30Nの凹溝24に嵌合される結果、自動的に芯−芯間303mmの間隙が形成される。最上部に配置された補助木桟56Lの上端辺及び最下部に配置された補助木桟56Lの下端辺は、それぞれUライナ30B及び30Aの凹溝24に嵌合される。
First, as shown in FIG. 8 (a), when the gap is in the range of 301 mm to 600 mm, as shown in FIG. 8 (b), both ends of one U liner 30N (panel complementary member) are moved up and down. It is made to contact | abut to the arrange | positioned U liner 30B and 30A.
Between the added U liner 30N and the first vertical beam 11 of the standard panel 10, four auxiliary wooden beams 56L having a length of 293 mm are disposed, and both ends thereof are connected to the concave groove 24 of the standard panel 10. As a result of being fitted into the concave groove 24 of the U liner 30N, a gap of 303 mm between the cores is automatically formed. The upper end side of the auxiliary wooden crosspiece 56L arranged at the uppermost part and the lower end side of the auxiliary wooden crosspiece 56L arranged at the lowermost part are fitted in the concave grooves 24 of the U liners 30B and 30A, respectively.

つぎに、図9(a)に示すように、隙間が601mm〜900mmの範囲内である場合、図9(b)に示すように、2本のUライナ30P(パネル補完部材)の両端を上下に配置されたUライナ30B及び30Aに当接させる。
追加したUライナ30P, 30P間には、長さ293mmの4枚の補助木桟56Jが配置され、それぞれの両端がUライナ30Pの凹溝24及びUライナ30Pの凹溝24に嵌合される結果、自動的に芯−芯間303mmの間隙が形成される。最上部に配置された補助木桟56Jの上端辺及び最下部に配置された補助木桟56Jの下端辺は、それぞれUライナ30B及び30Aの凹溝24に嵌合される。
また、Uライナ30Pの凹溝24と標準パネル10の左端(第1の縦桟11)の凹溝24間には、長さ293mmの2枚の補助木桟56Jが介装される。上部に配置された補助木桟56Jの上端辺及び下部に配置された補助木桟56Jの下端辺は、それぞれUライナ30B及び30Aの凹溝24に嵌合される。
Next, as shown in FIG. 9A, when the gap is in the range of 601 mm to 900 mm, as shown in FIG. 9B, both ends of the two U liners 30P (panel complementary members) are moved up and down. Are brought into contact with the U liners 30B and 30A.
Between the added U liners 30P and 30P, four auxiliary wooden crosspieces 56J having a length of 293 mm are disposed, and both ends thereof are fitted into the concave grooves 24 of the U liner 30P and the concave grooves 24 of the U liner 30P. As a result, a gap of 303 mm between the cores is automatically formed. The upper end side of the auxiliary wooden crosspiece 56J arranged at the uppermost part and the lower end side of the auxiliary wooden crosspiece 56J arranged at the lowermost part are fitted in the concave grooves 24 of the U liners 30B and 30A, respectively.
Further, two auxiliary wooden crosspieces 56J having a length of 293 mm are interposed between the concave groove 24 of the U liner 30P and the concave groove 24 at the left end (first vertical crosspiece 11) of the standard panel 10. The upper end side of the auxiliary wooden crosspiece 56J arranged at the upper part and the lower end side of the auxiliary wooden crosspiece 56J arranged at the lower part are fitted in the concave grooves 24 of the U liner 30B and 30A, respectively.

図10は、第2の間仕切り壁用内装下地構造46の詳細な形成方法を示すものである。
まず、床板66上に配置されたUライナ30G(第1のガイド)の凹溝24に、各標準パネル10の連結用凸部20を嵌合させ、両者間をネジ止め等する。
つぎに、各標準パネル10の延長部62を天井面58側のUライナ30D(第2のガイド)に当接させると共に、延長部62を構成するUライナ30Cの凹溝24に予め装着された延長用の補助木桟56Dを上方にスライドさせて、その先端(連結用凸部20)を天井面58側のUライナ30Fの凹溝24に嵌合させる。その後、Uライナ30Fと補助木桟56D間をネジ止め等する。
FIG. 10 shows a detailed method of forming the second partition wall interior foundation structure 46.
First, the connecting projection 20 of each standard panel 10 is fitted into the groove 24 of the U liner 30G (first guide) disposed on the floor board 66, and the two are screwed together.
Next, the extension portion 62 of each standard panel 10 is brought into contact with the U liner 30D (second guide) on the ceiling surface 58 side, and is attached in advance to the concave groove 24 of the U liner 30C constituting the extension portion 62. The extension auxiliary wooden cross 56D is slid upward, and its tip (the connecting convex portion 20) is fitted into the concave groove 24 of the U liner 30F on the ceiling surface 58 side. Thereafter, a screw is attached between the U liner 30F and the auxiliary wooden cross 56D.

各標準パネル10は、左右の壁面及び中央の建具76側から順次設置されていくのであるが、相互間には長さ293mmの補助木桟56yが配置され、その両端が各標準パネル10の凹溝24に嵌合される結果、自動的に芯−芯間303mmの間隙が形成される。
そして、途中で900mm以下の隙間が残された場合には、一枚の標準パネル10を宛がう代わりに、他の部材を用いた割付調整が実行される。
Each standard panel 10 is installed in order from the left and right wall surfaces and the central fitting 76 side, but an auxiliary wooden cross 56y having a length of 293 mm is arranged between them, and both ends of each standard panel 10 are recessed on each standard panel 10. As a result of being fitted into the groove 24, a gap of 303 mm between the cores is automatically formed.
If a gap of 900 mm or less is left in the middle, allocation adjustment using another member is executed instead of placing a single standard panel 10.

この割付調整の方法は、図11及び12に示すように、基本的には上記した表層壁用内装下地構造40の場合と同じである。
すなわち、図11に示すように、標準パネル10, 10間の間隙が301mm〜600mmの範囲内の場合には、縦にした1本のUライナ30Q(パネル補完部材)を上下に配置されたUライナ30F−30G間に渡すことで対応する。
この場合、標準パネル10の第1の縦桟11と追加したUライナ30Qとの間には、長さ293mmの3枚の補助木桟56Kが介装されることにより、芯−芯間303mmの間隔が設けられる。
これらの中、下端に配置された補助木桟56Kは、Uライナ30Gの凹溝24に嵌合されている。
As shown in FIGS. 11 and 12, the method for adjusting the allocation is basically the same as the case of the interior base structure 40 for the surface wall described above.
That is, as shown in FIG. 11, when the gap between the standard panels 10 and 10 is within the range of 301 mm to 600 mm, one vertical U liner 30Q (panel complementary member) is vertically arranged. Corresponding by passing between liners 30F-30G.
In this case, between the first vertical rail 11 of the standard panel 10 and the added U liner 30Q, three auxiliary wooden rails 56K having a length of 293 mm are interposed, so that the core-to-core distance of 303 mm is obtained. An interval is provided.
Among these, the auxiliary wooden cross 56K arranged at the lower end is fitted in the concave groove 24 of the U liner 30G.

これに対し、図12に示すように、標準パネル10, 10間の間隙が601mm〜900mmの範囲内の場合には、縦にした2本のUライナ30R, 30R(パネル補完部材)を上下に配置されたUライナ30F−30G間に渡すことで対応する。
この場合、追加したUライナ30R, 30R間には、長さ293mmの3枚の補助木桟56Mが介装されることにより、芯−芯間303mmの間隔が設けられる。
下端に配置された補助木桟56Mは、Uライナ30Gの凹溝24に嵌合されている。
On the other hand, as shown in FIG. 12, when the gap between the standard panels 10 and 10 is within the range of 601 mm to 900 mm, the two vertical U liners 30R and 30R (panel complementary members) are moved up and down. Corresponding by passing between the arranged U liners 30F-30G.
In this case, between the added U liners 30R and 30R, three auxiliary wooden crosses 56M having a length of 293 mm are interposed to provide a space of 303 mm between the cores.
The auxiliary wooden cross 56M arranged at the lower end is fitted in the concave groove 24 of the U liner 30G.

ここで、標準パネル10, 10間の隙間の割付調整に関する基本的な考え方(ルール)を整理しておく。
まず、空き寸法300mm以下の場合には、何もしない。
つぎに、空き寸法が600mm以下の場合は、片方の標準パネルの下部と下部Uライナとの交点に長さ293mmの補助木桟を装着し、その補助木桟にHライナもしくはUライナを嵌合する。
空き寸法が900mm以下の場合、空きスペースの中の一方側については、上記した空き寸法が600mm以下の場合と同様に処理する。他方側についても基本的には上記と同じ手順となるが、空きスペースの上記一方側からの納めとなる。
上部Uライナとの嵌合については、補助木桟を装着し、スライドさせて嵌め込む。
天井などの大面積におけるパネルの延長方向も、補助木桟を延長してHライナやUライナに嵌合させ、平らな面を構成するという考え方は同じであるが、唯一異なるのは嵌合するライナが横を向いているのか、縦を向いているのかという点にある。
間仕切壁において高さ調整をする場合には、長さ500mmの補助木桟を標準パネル10の凹溝24内をスライドさせて上部Uライナに嵌合することで、高さ調整と立て入れ調整が同時に可能となる。この結果、石膏ボードなどこのシステムに装着する面材の貼りスペースが、他の何の細工も無しに出来上がることとなる。
Here, the basic concept (rule) regarding the allocation adjustment of the gap between the standard panels 10 and 10 is organized.
First, do nothing if the empty dimension is 300 mm or less.
Next, if the empty dimension is 600mm or less, attach a 293mm long auxiliary wooden crossing to the intersection of the lower part of one standard panel and the lower U liner, and fit the H liner or U liner to the auxiliary wooden crossing. To do.
When the vacant dimension is 900 mm or less, one side of the vacant space is processed in the same manner as when the vacant dimension is 600 mm or less. The other side is basically the same procedure as described above, but the empty space is stored from the one side.
For fitting with the upper U liner, attach an auxiliary wooden cross and slide it into place.
The extension direction of the panel in a large area such as the ceiling is the same as the idea of extending the auxiliary wooden cross and fitting it to the H liner or U liner to form a flat surface, but the only difference is the fitting Whether the liner is facing sideways or vertically.
When adjusting the height of the partition wall, the height adjustment and the vertical adjustment can be performed by sliding a 500mm long auxiliary wooden cross in the groove 24 of the standard panel 10 and fitting it into the upper U liner. It becomes possible at the same time. As a result, the space for attaching the face material to be installed in this system, such as gypsum board, is completed without any other work.

図13は、柱用内装下地構造78を示すものであり、建築躯体の柱80部分にHライナ32やUライナ30を対向配置させ、それぞれの凹溝24に補助木桟56を介装させることで内装下地構造が形成されている。
柱80の形状や寸法は建物によって区々であるが、現場においてHライナ32やUライナ30、補助木桟56を適当な寸法に切断し、これらをブロック玩具のように適宜組み合わせることにより、比較的柔軟に対応可能となる。
この例では、石膏ボード82がUライナ30の側面や底面(凹溝24形成面の反対側)に固定されているが、必要に応じて補強材としての補助合板34が補助木桟56上に固定される。
FIG. 13 shows an interior base structure 78 for pillars, in which an H liner 32 and a U liner 30 are arranged opposite to a pillar 80 portion of a building frame, and auxiliary wooden crosses 56 are interposed in the respective concave grooves 24. The interior base structure is formed.
The shape and dimensions of the pillar 80 vary depending on the building, but the H liner 32, U liner 30 and auxiliary wooden crosspiece 56 are cut to appropriate dimensions at the site, and these are combined as appropriate, like a block toy. Flexible.
In this example, the gypsum board 82 is fixed to the side surface or bottom surface of the U liner 30 (opposite to the surface on which the groove 24 is formed), but an auxiliary plywood 34 as a reinforcing material is provided on the auxiliary wooden cross 56 as necessary. Fixed.

図14は、梁用内装下地構造84を示すものであり、上記した柱用内装下地構造78の場合と同様、建築躯体の梁54部分にHライナ32やUライナ30を対向配置させ、それぞれの凹溝24に補助木桟56を介装させることで内装下地構造が形成されている。
梁54の形状や寸法も建物によって区々であるが、現場においてHライナ32やUライナ30、補助木桟56を適当な寸法に切断し、これらを適宜組み合わせることにより、比較的柔軟に対応可能となる。
この例では、一部の石膏ボード82を一対のUライナ30の対向面(凹溝形成面)間の隙間に填め込むことにより、薄型化が図られている。
図中の符号86は、目地テープを表している。
FIG. 14 shows a beam interior foundation structure 84. As in the case of the column interior foundation structure 78 described above, the H liner 32 and the U liner 30 are arranged oppositely to the beam 54 portion of the building frame. An interior base structure is formed by interposing the auxiliary wooden crosspiece 56 in the concave groove 24.
The shape and dimensions of the beam 54 vary depending on the building, but it can be handled relatively flexibly by cutting the H liner 32, U liner 30 and auxiliary wooden crosspiece 56 to appropriate dimensions on site and combining them appropriately. It becomes.
In this example, a part of the gypsum board 82 is inserted into a gap between the opposed surfaces (concave groove forming surfaces) of the pair of U liners 30 to reduce the thickness.
Reference numeral 86 in the figure represents a joint tape.

上記した内装下地構造の形成方法の場合、標準パネル10間に長さ293mmの補助木桟を配置し、その両端を各標準パネル10の凹溝24に嵌合させることにより、芯−芯間303mm間隔で正確に標準パネル10を配置することが可能となる。
すなわち、墨出しは標準パネル10の最初の設置位置を決めるときだけで済み、以後は墨出し不要となるため、施工作業の簡素化・効率化が実現できる。
In the case of the above-described method for forming the interior foundation structure, an auxiliary wooden crosspiece having a length of 293 mm is arranged between the standard panels 10, and both ends thereof are fitted into the concave grooves 24 of the standard panels 10, so that the core-core distance is 303 mm It becomes possible to arrange the standard panels 10 accurately at intervals.
That is, it is only necessary to determine the initial installation position of the standard panel 10, and after that, it is not necessary to apply the ink, so that the construction work can be simplified and made more efficient.

同様に、第1のガイドとなるUライナと第2のガイドとなるUライナの設置位置について墨出しをしておけば、後は標準パネル10の連結用凸部20と延長用の補助木桟による連結用凸部を各ガイドの凹溝24に嵌合させることにより、自動的に正確な垂直面が形成されるため、施工作業の簡素化・効率化が実現できる。   Similarly, if the installation position of the U liner as the first guide and the U liner as the second guide is marked, then the connecting projection 20 of the standard panel 10 and the auxiliary wooden rail for extension will be used. By fitting the connecting convex portion by the into the concave groove 24 of each guide, an accurate vertical surface is automatically formed, so that the construction work can be simplified and made more efficient.

上記においては、第1の縦桟11〜第3の縦桟13を備えた標準パネル10を用いる例を示したが、この発明はこれに限定されるものではなく、2本のHライナの凹溝間に複数の横桟を渡した梯子状の標準パネルを用いることもできる。
また、4本以上の縦桟を備えた標準パネルを用いてもよい。
In the above description, an example in which the standard panel 10 including the first vertical beam 11 to the third vertical beam 13 is used has been described. However, the present invention is not limited to this, and the recesses of the two H liners are used. A ladder-like standard panel in which a plurality of horizontal rails are passed between the grooves can also be used.
Moreover, you may use the standard panel provided with four or more vertical bars.

上記においては、表層壁用内装下地構造40、天井用内装下地構造42、第1の間仕切り壁用内装下地構造44、第2の間仕切り壁用内装下地構造46、下がり天井用内装下地構造48のように、特定の部位毎に施工例を説明したが、ある部位の施工方法を他の部位の施工に応用可能であることはいうまでもない。   In the above, the interior base structure 40 for the surface wall, the interior base structure 42 for the ceiling, the interior base structure 44 for the first partition wall, the interior base structure 46 for the second partition wall, and the interior base structure 48 for the falling ceiling Moreover, although the construction example was described for every specific part, it cannot be overemphasized that the construction method of a certain part is applicable to the construction of another part.

標準パネルの構成を示す正面図である。It is a front view which shows the structure of a standard panel. 図1のA−A断面図である。It is AA sectional drawing of FIG. Uライナ、Hライナ、補助合板の構成を示す斜視図である。It is a perspective view which shows the structure of a U liner, an H liner, and an auxiliary plywood. 各種内装下地構造の典型例を示す断面図である。It is sectional drawing which shows the typical example of various interior basement structures. 標準パネルの延長部の形成方法を示す図である。It is a figure which shows the formation method of the extension part of a standard panel. 天井用内装下地構造の詳細な形成方法を示す平面図である。It is a top view which shows the detailed formation method of the interior foundation structure for ceilings. 表層壁用内装下地構造の詳細な形成方法を示す正面図である。It is a front view which shows the detailed formation method of the interior base structure for surface layer walls. 表層壁用内装下地構造に係る割付調整方法を示す図である。It is a figure which shows the allocation adjustment method which concerns on the interior base structure for surface layer walls. 表層壁用内装下地構造に係る他の割付調整方法を示す図である。It is a figure which shows the other allocation adjustment method which concerns on the interior base structure for surface layer walls. 第1の間仕切り壁用内装下地構造の詳細な形成方法を示す正面図である。It is a front view which shows the detailed formation method of the interior basement structure for 1st partition walls. 第2の間仕切り壁用内装下地構造に係る割付調整方法を示す図である。It is a figure which shows the allocation adjustment method which concerns on the interior basement structure for 2nd partition walls. 第2の間仕切り壁用内装下地構造に係る他の割付調整方法を示す図である。It is a figure which shows the other allocation adjustment method which concerns on the interior basement structure for 2nd partition walls. 柱用内装下地構造の形成方法を示す断面図である。It is sectional drawing which shows the formation method of the interior foundation structure for pillars. 梁用内装下地構造の形成方法を示す断面図である。It is sectional drawing which shows the formation method of the interior foundation structure for beams.

10 標準パネル
11 第1の縦桟
12 第2の縦桟
13 第3の縦桟
14 第1の横桟
15 第2の横桟
16 第3の横桟
17 第4の横桟
18 第5の横桟
19 第6の横桟
20 連結用凸部
20 連結用凸部
22 連結用マージン部
24 凹溝
30 Uライナ
34 補助合板
35 角材
40 表層壁用内装下地構造
42 天井用内装下地構造
44 第1の間仕切り壁用内装下地構造
46 第2の間仕切り壁用内装下地構造
48 天井用内装下地構造
50 床面
52 駒材
54 梁
56 補助木桟
58 天井面
60 木桟
62 延長部
64 支持脚
66 床板
67 石膏ボード
68 隙間
69 電源ケーブル
78 柱用内装下地構造
78 柱用内装下地構造
80 柱
82 石膏ボード
84 梁用内装下地構造
10 Standard panel
11 First vertical rail
12 Second vertical rail
13 Third vertical rail
14 First side rail
15 Second side rail
16 Third horizontal rail
17 4th side rail
18 Fifth side rail
19 Sixth side rail
20 Connecting projection
20 Connecting projection
22 Margin for connection
24 groove
30 U liner
34 Auxiliary plywood
35 Square wood
40 Interior base structure for surface wall
42 Interior structure for ceiling
44 Interior interior structure for the first partition wall
46 Interior basement structure for the second partition wall
48 Ceiling interior basement structure
50 Floor
52 Pieces
54 Liang
56 Auxiliary wooden pier
58 Ceiling
60 wooden pier
62 Extension
64 support legs
66 Floor board
67 Gypsum board
68 Clearance
69 Power cable
78 Interior structure for pillars
78 Interior structure for pillars
80 pillars
82 Gypsum board
84 Interior foundation structure for beams

Claims (7)

角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した複数の棒状部材と、上記の各凹溝に嵌合可能な寸法を備えた複数の補助木桟と、複数本の上記棒状部材を所定の間隔をおいて並列配置し、各棒状部材の凹溝間に複数枚の上記補助木桟を介装させた格子状の複数の標準パネルを用いた内装下地構造の形成方法であって、
上記棒状部材を躯体内の一面に固定することによって第1のガイドを形成すると共に、上記棒状部材を躯体内の対向面に固定することによって第2のガイドを形成し、
上記標準パネルの一端側に配置された上記補助木桟からなる凸部を、上記第1のガイドの凹溝に係合すると共に、その他端側に配置された上記補助木桟からなる凸部を、上記第2のガイドの凹溝に係合することにより、当該標準パネルを第1のガイドと第2のガイド間に固定した後、
相互間に所定の距離をおいて、他の標準パネルを上記と同様の手順に従って上記第1のガイドと第2のガイド間に固定する作業を、必要回数繰り返すことを特徴とする内装下地構造の形成方法。
A plurality of rod-shaped members having a groove formed in the central portion of at least one of the front and back surfaces of the square member, a plurality of auxiliary wooden crosspieces having dimensions that can be fitted in the respective grooves, and a plurality of the rod-shaped members Are arranged in parallel at predetermined intervals, and a method for forming an interior base structure using a plurality of grid-like standard panels in which a plurality of the above-mentioned auxiliary wooden bars are interposed between the concave grooves of each rod-like member, ,
A first guide is formed by fixing the rod-shaped member to one surface of the housing, and a second guide is formed by fixing the rod-shaped member to the opposing surface of the housing,
The convex portion made of the auxiliary wooden crosspiece arranged on one end side of the standard panel is engaged with the concave groove of the first guide, and the convex portion made of the auxiliary wooden crosspiece arranged on the other end side is engaged. After fixing the standard panel between the first guide and the second guide by engaging the concave groove of the second guide,
An interior base structure characterized by repeating the work of fixing the other standard panels between the first guide and the second guide according to the same procedure as described above at a predetermined distance from each other as many times as necessary. Forming method.
角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した複数の棒状部材と、上記の各凹溝に嵌合可能な寸法を備えた複数の補助木桟と、複数本の上記棒状部材を所定の間隔をおいて並列配置し、各棒状部材の凹溝間に複数枚の上記補助木桟を介装させた格子状の複数の標準パネルを用いた内装下地構造の形成方法であって、
上記棒状部材を躯体内の一面に固定することによって第1のガイドを形成すると共に、上記棒状部材を躯体内の対向面に固定することによって第2のガイドを形成し、
上記第1のガイドの凹溝に上記標準パネルの一端側に配置された上記補助木桟からなる凸部を係合すると共に、上記第2のガイドの凹溝にも上記標準パネルの一端側に配置された上記補助木桟からなる凸部を係合し、
第1のガイド側の標準パネルを構成する棒状部材の後端と、第2のガイド側の標準パネルを構成する棒状部材の後端との間に、必要な長さの棒状部材を延長部材として配置すると共に、各延長部材側の凹溝と各標準パネル側の凹溝に上記補助木桟を嵌合することによって両者間を連結した後、
相互間に所定の距離をおいて、他の一対の標準パネルと複数の棒状部材及び補助木桟を上記と同様の手順に従って上記第1のガイドと第2のガイド間に配置する作業を、必要回数繰り返すことを特徴とする内装下地構造の形成方法。
A plurality of rod-shaped members having a groove formed in the central portion of at least one of the front and back surfaces of the square member, a plurality of auxiliary wooden crosspieces having dimensions that can be fitted in the respective grooves, and a plurality of the rod-shaped members Are arranged in parallel at predetermined intervals, and a method for forming an interior base structure using a plurality of grid-like standard panels in which a plurality of the above-mentioned auxiliary wooden bars are interposed between the concave grooves of each rod-like member, ,
A first guide is formed by fixing the rod-shaped member to one surface of the housing, and a second guide is formed by fixing the rod-shaped member to the opposing surface of the housing,
The concave portion of the first guide is engaged with the convex portion made of the auxiliary wooden bar arranged on one end side of the standard panel, and the concave groove of the second guide is also engaged with one end side of the standard panel. Engage the convex part consisting of the above-mentioned auxiliary wooden cross,
Between the rear end of the bar-shaped member constituting the first guide-side standard panel and the rear end of the bar-shaped member constituting the second guide-side standard panel, a bar-shaped member having a required length is used as the extension member. After arranging and connecting between the two by fitting the auxiliary wooden cross in the groove on each extension member side and the groove on each standard panel side,
Necessary to arrange another pair of standard panels, a plurality of rod-shaped members and auxiliary wooden crosspieces between the first guide and the second guide according to the same procedure as described above with a predetermined distance between them. A method for forming an interior base structure, which is repeated a number of times.
一定の寸法を備えた補助木桟を隣接する標準パネル間に介装することによって、各標準パネル間に一定の距離を確保することを特徴とする請求項1または2に記載の内装下地構造の形成方法。   The interior base structure according to claim 1 or 2, wherein a certain distance is secured between each standard panel by interposing an auxiliary wooden crosspiece having a certain size between adjacent standard panels. Forming method. 上記第1のガイドと第2のガイド間に複数の標準パネルを左右の少なくとも一方の端から順に配置していき、標準パネル間あるいは標準パネルと躯体壁面または建具との間に一定の寸法範囲の隙間が残された場合に、少なくとも1本の棒状部材からなるパネル補完部材の一端側に配置された上記補助木桟からなる凸部を上記第1のガイドの凹溝に係合させると共に、その他端側に配置された上記補助木桟からなる凸部を上記第2のガイドの凹溝に係合させることにより、当該パネル補完部材を第1のガイド及び第2のガイド間に配置することを特徴とする請求項1〜3の何れかに記載の内装下地構造の形成方法。   A plurality of standard panels are arranged in order from at least one of the left and right ends between the first guide and the second guide, and a certain size range is provided between the standard panels or between the standard panel and the frame wall surface or the fitting. When a gap is left, the convex portion made of the auxiliary wooden bar arranged on one end side of the panel complementary member made of at least one bar-like member is engaged with the concave groove of the first guide, and the others The panel complementing member is disposed between the first guide and the second guide by engaging a convex portion formed of the auxiliary wooden cross disposed on the end side with the concave groove of the second guide. The method for forming an interior base structure according to any one of claims 1 to 3. 相互間に所定の距離をおいて、上記パネル補完部材が複数配置されており、
一方のパネル補完部材の凹溝に上記補助木桟の一端が係合されると共に、この補助木桟の他端が他方のパネル補完部材の凹溝に係合されていることを特徴とする請求項4に記載の内装下地構造の形成方法。
A plurality of the panel complementing members are arranged at a predetermined distance between each other,
One end of the auxiliary wooden crosspiece is engaged with the concave groove of one panel complementing member, and the other end of the auxiliary wooden crosspiece is engaged with the concave groove of the other panel complementary member. Item 5. A method for forming an interior base structure according to Item 4.
上記パネル補完部材の凹溝に上記補助木桟の一端が係合されると共に、この補助木桟の他端が隣接する標準パネルの凹溝に係合されていることを特徴とする請求項4または5に記載の内装下地構造の形成方法。   5. One end of the auxiliary wooden crosspiece is engaged with the concave groove of the panel complementary member, and the other end of the auxiliary wooden crosspiece is engaged with the concave groove of the adjacent standard panel. Or the formation method of the interior foundation structure of 5. 角材の表面及び裏面の少なくとも一方の中央部に凹溝を形成した棒状の部材と、上記凹溝に嵌合可能な寸法を備えた補助部材と、上記角材に凹溝を彫り込んだヘリの部分の厚さに対応した補助部材による互換性を持った寸法体系の組合せで、建物躯体の全ての部分に適合できる内装下地構造の形成方法。   A rod-shaped member having a groove formed in the central part of at least one of the front and back surfaces of the square member, an auxiliary member having a dimension that can be fitted into the groove, and a helicopter portion in which the groove is carved into the square member. A method of forming an interior basement structure that can be adapted to all parts of a building frame by a combination of compatible dimension systems with auxiliary members corresponding to the thickness.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009275500A (en) * 2008-04-16 2009-11-26 Next Kk Interior backing structure, and method of forming interior backing structure
JP2011252377A (en) * 2010-05-06 2011-12-15 Yoshikazu Adachi Formation method of interior substrate structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009275500A (en) * 2008-04-16 2009-11-26 Next Kk Interior backing structure, and method of forming interior backing structure
JP2011252377A (en) * 2010-05-06 2011-12-15 Yoshikazu Adachi Formation method of interior substrate structure

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