JP2011226151A - Interior wall structure - Google Patents

Interior wall structure Download PDF

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JP2011226151A
JP2011226151A JP2010096909A JP2010096909A JP2011226151A JP 2011226151 A JP2011226151 A JP 2011226151A JP 2010096909 A JP2010096909 A JP 2010096909A JP 2010096909 A JP2010096909 A JP 2010096909A JP 2011226151 A JP2011226151 A JP 2011226151A
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wall
stud
metal bar
metal
surface portion
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Tadashi Kaneko
忠史 金子
Taiji Yokohari
泰治 横張
Makio Takanashi
牧夫 高梨
Takaaki Ashida
孝昭 芦田
Keisuke Takahashi
啓介 高橋
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Mitsubishi Chemical Engineering Corp
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Mitsubishi Chemical Engineering Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an interior wall structure which utilizes a composite board, is a hooked type, includes a small number of parts so that a construction is easier, eliminates wobble and vibration, and enables a construction with high dimensional accuracy.SOLUTION: The interior wall structure comprises: a wall surface material 1 which is a composite board having metal sheets layered on both surfaces of a synthetic resin sheet and with which a side surface part 10 is formed by bending work; studs 2 fixed vertically to a wall substrate with an opened side surface facing to the front; and metal bars 3, 4 disposed between the studs 2 at their upper and lower portions horizontally. The wall surface material 1 is arranged with cutouts 13, 14 provided to upper and lower parts of the side surface part 10 being hooked up to the metal bars 3, 4 respectively. At that time, the side surface part 10 of the wall surface material 1 is inserted from the opened side surface of the stud 2 into an inside of the stud so as to abut against an interior surface of a rear of the stud.

Description

本発明は、内壁構造に関するものであり、詳しくは、建物の内装を構成する内壁の構造であって、合成樹脂シートの両面に金属シートを積層して成る複合板を利用し、一層迅速に施工できるようにした内壁構造に関するものである。   The present invention relates to an inner wall structure, and more particularly, is an inner wall structure that constitutes the interior of a building, and uses a composite plate in which metal sheets are laminated on both sides of a synthetic resin sheet, so that construction can be performed more quickly. The present invention relates to an inner wall structure that can be made.

合成樹脂シートと金属シートを積層した複合板は、軽量で且つ耐久性に優れているため、主に建築材料として普及している。例えば、建物の内装施工においては、内壁を構築する場合、上記の複合板を使用して予め工場で部品としての壁パネルに加工することにより、これを建築現場に搬入して比較的短期で施工することができる。しかも、床や天井に取り付けた枠材に上記の壁パネルを差し込んでねじ固定するいわゆる乾式工法で施工できる(特許文献1参照)。   A composite plate obtained by laminating a synthetic resin sheet and a metal sheet is lightweight and excellent in durability, and is therefore widely used as a building material. For example, in the interior construction of a building, when building an inner wall, the above composite board is used to process it into a wall panel as a part in advance at the factory, and this is carried into the construction site and constructed in a relatively short period of time. can do. And it can construct by what is called dry construction method which inserts said wall panel in the frame material attached to the floor or the ceiling, and fixes it with a screw (refer patent document 1).

また、上記のようなパネルを使用した内壁の構造としては、壁の基材となるパネルの裏面に下方へ向けて屈曲した引掛け用の取付金具を設けると共に、上方に開口した樋状の受部材(レール)を壁面に取り付け、当該受部材に前記の取付金具を引掛けることによりパネルを配置するようにした引掛け方式のものが提案されている。斯かる構造においては、取付金具が付設されたパネルを予め工場で製造できるため、極めて短い時間で内壁を構築できる(特許文献2参照)。   In addition, the structure of the inner wall using the panel as described above is provided with a hook-shaped mounting bracket bent downward on the back surface of the panel as a base material of the wall, and with a hook-shaped receiver opened upward. A hooking type has been proposed in which a panel is arranged by attaching a member (rail) to a wall surface and hooking the mounting bracket on the receiving member. In such a structure, since the panel to which the mounting bracket is attached can be manufactured in advance at the factory, the inner wall can be constructed in an extremely short time (see Patent Document 2).

特開2005−9263号公報JP 2005-9263 A 実開平5−52012号公報Japanese Utility Model Publication No. 5-52012

ところで、上記のような複合板を利用した内壁の施工においては、工期は比較的短いと言う利点はあるが、細かな付属部品まで含めると、多種類の規格化された部品を数多く準備しなければならず、結果的に、全て手作業による従前の現地施工に比べても建築コストが高くなると言う問題がある。従って、複合板を利用した内壁の施工では、部品数の低減と、一層の工期短縮が望まれる。   By the way, in the construction of the inner wall using the composite plate as described above, there is an advantage that the construction period is relatively short, but if you include even fine accessory parts, you have to prepare many various types of standardized parts. As a result, there is a problem that the construction cost is higher than the conventional local construction, which is all done manually. Therefore, in the construction of the inner wall using the composite plate, it is desired to reduce the number of parts and further shorten the work period.

一方、複合板は、そもそも弾性変形し易い薄板状に構成されているため、これを利用した施工では、寸法精度を得難いと言う問題がある。換言すれば、取付時に撓みや反りによって位置決めが難しく、隣接するパネルとの面合わせが難しいため、仕上げ調整に相当の熟練と手間を要する。そして、壁にパネルを引掛ける引掛け方式は、工期こそ短縮し得るものの、パネル自体の剛性、寸法精度、および、壁側の受部材やパネル側の取付金具の取付精度によっては取付部分にガタツキが生じ、揺れや振動が発生し易く、また、揺れ等と共にきしみ音が生じることもある。   On the other hand, since the composite plate is formed in a thin plate shape that is easily elastically deformed, there is a problem that it is difficult to obtain dimensional accuracy in the construction using the composite plate. In other words, positioning is difficult due to bending or warping at the time of mounting, and it is difficult to align the surfaces with adjacent panels, so considerable adjustment and labor are required for finishing adjustment. Although the method of hanging the panel on the wall can shorten the construction period, depending on the rigidity and dimensional accuracy of the panel itself and the mounting accuracy of the wall-side receiving member and panel-side mounting bracket, This is likely to cause shaking and vibration, and a squeak noise may occur along with the shaking.

本発明は、上記の実情に鑑みてなされたものであり、その目的は、複合板を利用した引掛け方式の内壁の構造であって、少ない部品数で且つ一層簡単に施工でき、しかも、揺れや振動を生じることがなく、高い寸法精度で施工可能な内壁構造を提供することにある。   The present invention has been made in view of the above circumstances, and the object thereof is a structure of a hook-type inner wall using a composite plate, which can be constructed more easily with a small number of parts, and can be shaken. Another object of the present invention is to provide an inner wall structure that can be constructed with high dimensional accuracy without causing vibration or vibration.

上記の課題を解決するため、本発明においては、複合板に曲げ加工を施し、側面部を形成して剛性を高めた壁面材を使用すると共に、一側面が開口する四角筒状に形成された間柱を壁下地に固定し、間柱に上部及び下部に金属バーを水平に架設し、壁面材の側面部に設けられた切欠きをこれら金属バーに引掛けることにより、壁面材を懸架するようにした。そして、開口側面を表に向けて間柱を配置すると共に、壁面材を懸架する際、相互に隣接する壁面材の側面部を重ね合わせて間柱の開口側面から間柱内部に挿入し、壁面材の側面部の先端縁を間柱の背面部内面に突き当て、壁面材の振れを抑制するようにした。   In order to solve the above-described problems, in the present invention, the composite plate is bent to form a side wall portion, and a wall surface material having increased rigidity is used. The wall material is suspended by fixing the studs to the wall base, horizontally laying metal bars on the upper and lower parts of the studs, and hooking the notches on the side of the wall material to these metal bars. did. And, while arranging the studs with the opening side facing toward the front, and suspending the wall material, the side parts of the wall materials adjacent to each other are overlapped and inserted from the opening side of the stud to the inside of the stud, The tip edge of each part was abutted against the inner surface of the back part of the stud, so that the wall material was prevented from shaking.

すなわち、本発明の要旨は、建物の内装を構成する内壁の構造であって、合成樹脂シートの両面に金属シートを積層した方形平板状の複合板で構成され且つ当該複合板の平行な2辺部を背面側に略直角に折曲げられて側面部が形成された壁面材と、一側面が開口された四角筒状に形成され且つ開口側面を表に向けて垂直に壁下地に固定された間柱と、当該間柱の開口側面の上部および下部に各水平に架設された金属バーとを備え、前記壁面材の側面部の上部および下部には、前記各金属バーにそれぞれ対応する位置に掛止用の切欠きが設けられ、前記壁面材は、前記側面部の各切欠きを前記各金属バーに引掛けて配列され、かつ、前記側面部が前記間柱の開口側面から当該間柱内部に挿入されて間柱の背面部内面に突き当てられていることを特徴とする内壁構造に存する。   That is, the gist of the present invention is the structure of the inner wall that constitutes the interior of a building, which is composed of a rectangular flat plate composite plate in which metal sheets are laminated on both sides of a synthetic resin sheet, and two parallel sides of the composite plate The wall was formed into a rectangular tube with one side opened and the side wall was fixed to the wall base vertically with the side of the opening facing the front. And a metal bar extending horizontally on the upper and lower sides of the opening side surface of the stud, and the upper and lower sides of the side surface of the wall material are respectively latched at positions corresponding to the metal bars. Notches are provided, and the wall surface material is arranged by hooking the notches of the side surface portions to the metal bars, and the side surface portions are inserted into the interior of the studs from the opening side surfaces of the studs. That it is abutted against the inner surface of the back of the stud. It resides in the inner wall structure to be butterflies.

本発明に係る内壁構造によれば、複合板から成る壁面材、間柱、上部および下部の金属バーから主に構成され、壁面材の側面部に設けられた切欠きを各金属バーに引掛けることにより壁面材が配列されているため、部品数が少なく、かつ、極めて簡単に短期間で施工できる。そして、壁面材の側面部が間柱内部に挿入されて間柱の背面部内面に突き当てられた構造を備えているため、間柱を基準として容易に且つ高い精度で壁面材を建て付けることができ、しかも、壁面材における揺れや振動の発生を防止できる。   According to the inner wall structure of the present invention, it is mainly composed of a wall material made of a composite plate, a stud, and upper and lower metal bars, and a notch provided on a side surface of the wall material is hooked on each metal bar. Since the wall materials are arranged by the above, the number of parts is small, and the construction can be performed very easily in a short period of time. And since it has a structure in which the side surface portion of the wall surface material is inserted into the interior of the stud and is abutted against the inner surface of the back surface of the stud, the wall material can be easily and highly accurately built on the basis of the stud, In addition, it is possible to prevent the wall material from shaking and vibrating.

本発明に係る内壁構造の主要な部材および施工方法を示す展開斜視図である。It is an expansion | deployment perspective view which shows the main members and construction methods of the inner wall structure which concern on this invention. 壁面材懸架用の金属バーの支持構造および各部材の取合いを示す水平断面図である。It is a horizontal sectional view which shows the support structure of the metal bar for wall surface material suspension, and the connection of each member. 壁面材懸架用の金属バーの支持構造を示す側面図である。It is a side view which shows the support structure of the metal bar for wall surface material suspension. 壁面材の側面部の切欠き位置を調節する調節プレートを示す側面図である。It is a side view which shows the adjustment plate which adjusts the notch position of the side part of a wall surface material.

本発明に係る内壁構造の一実施形態を図1〜図4に基づいて説明する。本発明の内壁構造は、建物の内装を構成する内壁の構造であり、図1に示すように、複合板から成る壁面材1、当該壁面材を支持する間柱2、壁面材1を懸架するための金属バー3,4から主として構成されている。本発明は、壁下地(図示省略)に間柱2を配置し得る限り、部屋や通路の壁の他、間仕切り壁にも適用できる。   An embodiment of an inner wall structure according to the present invention will be described with reference to FIGS. The inner wall structure of the present invention is a structure of an inner wall that constitutes the interior of a building. As shown in FIG. 1, a wall surface material 1 made of a composite plate, a stud 2 that supports the wall surface material, and a wall surface material 1 are suspended. The metal bars 3 and 4 are mainly used. The present invention can be applied to a partition wall as well as a wall of a room or a passage as long as the studs 2 can be arranged on a wall base (not shown).

壁面材1を構成する複合板は、合成樹脂シートの両面に金属シートを積層して成り且つ方形平板状に形成されている。上記の複合板としては、合成樹脂シートの両面に金属シートを積層した複合板、すなわち、金属シート/樹脂シート/金属シートの層構成を備えた複合板が挙げられる。上記の金属シートとしては、アルミニウム(アルミニウム合金を含む)、ステンレス、鉄、銅、チタン、錫、ニッケル等の金属から成る厚さ約0.1〜1.0mmのシート、通常は厚さ0.2〜0.5mm程度のアルミニウムシートが使用される。芯材の樹脂シートには、ポリエチレン、ポリプロピレン等のポリオレフィン、ポリ塩化ビニル、ポリアミド、ポリカーボネート、ポリスチレン、ポリヒドロキシルエーテル、酢酸ビニル等の熱可塑性樹脂から成る厚さ0.6〜5.0mm程度のシートが使用される。   The composite plate constituting the wall material 1 is formed by laminating metal sheets on both sides of a synthetic resin sheet and is formed in a rectangular flat plate shape. Examples of the composite plate include a composite plate in which metal sheets are laminated on both surfaces of a synthetic resin sheet, that is, a composite plate having a layer structure of metal sheet / resin sheet / metal sheet. As the above metal sheet, a sheet having a thickness of about 0.1 to 1.0 mm made of a metal such as aluminum (including an aluminum alloy), stainless steel, iron, copper, titanium, tin, nickel, etc. An aluminum sheet of about 2 to 0.5 mm is used. The core resin sheet has a thickness of about 0.6 to 5.0 mm made of a thermoplastic resin such as polyolefins such as polyethylene and polypropylene, polyvinyl chloride, polyamide, polycarbonate, polystyrene, polyhydroxyl ether, and vinyl acetate. Is used.

両面の金属シート(アルミニウムシート)は、エチレン−アクリル酸共重合体、エチレン−酢酸ビニル共重合体、ポリエチレン等の不飽和カルボン酸などの接着剤を使用して合成樹脂シートに予め十分に密着されている。上記の様な複合板は、溶融押出しされた合成樹脂シートの両面にアルミニウムシートを重ね合わせ、回転ロールの間に通過させて製造される。斯かる複合板としては、例えば、ポリエチレン製芯材シートの両面にアルミニウムシートを積層して成る三菱樹脂社製の「アルポリック」(商品名)が好適である。   The metal sheets (aluminum sheet) on both sides are sufficiently adhered to the synthetic resin sheet in advance using an adhesive such as an ethylene-acrylic acid copolymer, an ethylene-vinyl acetate copolymer, or an unsaturated carboxylic acid such as polyethylene. ing. The composite plate as described above is manufactured by superposing aluminum sheets on both surfaces of a melt-extruded synthetic resin sheet and passing the sheet between rotating rolls. As such a composite plate, for example, “Alpolic” (trade name) manufactured by Mitsubishi Plastics, in which aluminum sheets are laminated on both sides of a polyethylene core sheet, is preferable.

壁面材1は、平面形状が方形の複合板の平行な2辺部を背面側に略直角に折曲げられることにより、建付け状態において正面形状を四角形、通常は長方形に形成され且つその両側に奥行部分としての側面部10が形成されている。建付け状態における壁面材1の標準的な寸法は、意匠面となる正面部の高さが1820〜2750mm、幅が650〜865mm、折曲げられた側面部10の幅(曲げ代の外形寸法)が50〜70mmに設計されている。   The wall surface material 1 is formed by folding two parallel sides of a composite plate having a square planar shape to the back surface at a substantially right angle, so that the front surface shape is formed into a quadrangle, usually a rectangle, and on both sides in the installed state. A side surface portion 10 is formed as a depth portion. The standard dimensions of the wall surface material 1 in the installed state are as follows: the height of the front part serving as the design surface is 1820 to 2750 mm, the width is 650 to 865 mm, and the width of the bent side part 10 (outside dimension for bending allowance) Is designed to be 50-70 mm.

なお、壁面材1の側面部10は、上記の複合板の平行な2辺部に沿って予め設けられた溝を起点として曲げ加工された部位である。上記の溝は、アルミニウムシートを積層した複合板の場合、工場加工において、背面側のアルミニウムシートとポリエチレンシートの一部を切除し、肉薄部分において意匠面側のアルミニウムシートに芯材のポリエチレンシートが僅かに残存する状態に切込み加工された扁平なU字状の溝である。   In addition, the side part 10 of the wall surface material 1 is a site | part bent from the groove | channel previously provided along two parallel sides of said composite board. In the case of a composite plate in which aluminum sheets are laminated, the groove is formed by cutting a part of the back side aluminum sheet and the polyethylene sheet in factory processing, and in the thin part, the core polyethylene sheet is placed on the design side aluminum sheet. It is a flat U-shaped groove cut into a slightly remaining state.

図1に示すように、間柱2は、上記の壁面材1を受けるための支持部材であり、一側面が開口された四角筒状に形成されている。すなわち、長手方向に直交する断面が略コ字状に形成されたいわゆるリップ溝形鋼で構成されている。間柱2の長手方向に直交する断面の一辺の長さは30〜50mm程度、間柱2の長さ(建付け状態における高さ)は1900〜2850mm程度である。上記の間柱2は、開口側面(長さ方向に沿って開口する側面)を表(部屋内側)に向けて床から天井に亙って垂直に壁下地に固定されている。   As shown in FIG. 1, the stud 2 is a support member for receiving the wall surface material 1 and is formed in a rectangular tube shape with one side surface opened. That is, it is made of a so-called lip groove steel having a substantially U-shaped cross section perpendicular to the longitudinal direction. The length of one side of the cross section perpendicular to the longitudinal direction of the stud 2 is about 30 to 50 mm, and the length of the stud 2 (height in the installed state) is about 1900 to 2850 mm. The above-mentioned stud 2 is fixed to the wall base vertically from the floor to the ceiling with the opening side surface (side surface opening along the length direction) facing the front (inside the room).

図示しないが、壁下地としては、通常の内装で使用される石膏ボード等、不燃材や難燃材から成る各種ボードを壁下地桟81、91(図3参照)に付設したもの等が挙げられる。間柱2は、図3に示すように、後述する金属バー受金物5を勘合させた状態で例えば壁下地の壁下地桟81,91に固定されている。そして、施工する壁面長さに応じて複数配列されており、通常、その配列ピッチは650〜865mm程度に設定されている。   Although not shown in the drawings, examples of the wall substrate include those obtained by attaching various boards made of non-combustible materials and flame retardant materials to the wall substrate bars 81 and 91 (see FIG. 3), such as gypsum boards used in ordinary interiors. . As shown in FIG. 3, the inter-column 2 is fixed to, for example, wall base bars 81 and 91 of a wall base in a state where a metal bar receiver 5 described later is fitted. A plurality of arrangements are arranged according to the wall length to be constructed, and the arrangement pitch is usually set to about 650 to 865 mm.

図1に示すように、金属バー3,4は、間柱2の表側、すなわち、開口側面側の上部および下部に各水平に架設されている。金属バー3,4としては、直径が6〜12mmの丸棒鋼材が使用される。間柱2に対して、上部の金属バー3は、天井から100〜150mm程度下った位置に取り付けられており、下部の金属バー4は、床から100〜150mm程度上がった位置に取り付けられている。   As shown in FIG. 1, the metal bars 3 and 4 are installed horizontally on the front side of the stud 2, that is, on the upper side and the lower side of the opening side surface side. As the metal bars 3 and 4, round steel bars having a diameter of 6 to 12 mm are used. The upper metal bar 3 is attached to a position about 100 to 150 mm below the ceiling, and the lower metal bar 4 is attached to a position about 100 to 150 mm above the floor.

金属バー3,4は、間柱2に溶接したり、間柱2の側面に設けられた穴に挿通して取り付けることもできるが、施工性を高め、取付の寸法精度を高める観点から、所定の金物を使用して取り付けられている。すなわち、図1及び図3に示すように、上部および下部の金属バー3,4は、間柱2に装着された金属バー受金物5で支持されている。斯かる金属バー受金物5は、図2及び図3に示すように、水平断面がコ字状に形成され且つ対向する2辺部の上部に金属バー支持用のU字状の切欠きが設けられた板状の金物であり、間柱2の背面側からコ字の開口を表側に向けて当該間柱に装着されている。   The metal bars 3 and 4 can be welded to the studs 2 or inserted through holes provided in the side faces of the studs 2 to attach them. Is mounted using. That is, as shown in FIGS. 1 and 3, the upper and lower metal bars 3, 4 are supported by the metal bar metal object 5 attached to the stud 2. As shown in FIGS. 2 and 3, the metal bar receiver 5 has a U-shaped notch for supporting a metal bar, with a horizontal cross section formed in a U-shape and upper portions of two opposing sides. The plate-shaped hardware is attached to the stud with the U-shaped opening facing the front side from the back side of the stud 2.

金属バー受金物5は、金属バー3,4の高さ調節を行う際、間柱2の側面に予め設けられた長穴21(図3参照)に調整ねじ51で仮止めするように構成され、また、金属バー3,4の位置を決定する際、間柱2の背面部に内側から固定ねじ52で締結するように構成されている。従って、上記の金属バー受金物5を使用した場合には、間柱2に金属バー3,4を簡単に取り付けることができ、しかも、金属バー3,4の高さおよび水平調整を極めて容易に行うことができる。   The metal bar receiving object 5 is configured to be temporarily fixed with an adjusting screw 51 in a long hole 21 (see FIG. 3) provided in advance on the side surface of the stud 2 when adjusting the height of the metal bars 3 and 4. Moreover, when determining the position of the metal bars 3 and 4, it is comprised so that it may fasten with the fixing screw 52 from the inner side to the back surface part of the stud 2. Therefore, when the metal bar metal receiving piece 5 is used, the metal bars 3 and 4 can be easily attached to the studs 2 and the height and level adjustment of the metal bars 3 and 4 can be performed very easily. be able to.

本発明においては、図1に示すように、上記の上部および下部の金属バー3,4に壁面材1を懸架するため、壁面材1の側面部10の上部および下部には、上部および下部の金属バー3,4にそれぞれ対応する位置に掛止用の切欠き13,14が設けられている。そして、壁面材1は、側面部10の上部および下部の切欠き13,14をそれぞれ上部および下部の金属バー3,4に引掛けることにより複数配列されている。   In the present invention, as shown in FIG. 1, in order to suspend the wall material 1 on the upper and lower metal bars 3, 4, the upper and lower portions of the side surface portion 10 of the wall material 1 have upper and lower portions. Stopping notches 13 and 14 are provided at positions corresponding to the metal bars 3 and 4, respectively. A plurality of the wall materials 1 are arranged by hooking the upper and lower cutouts 13 and 14 of the side surface portion 10 on the upper and lower metal bars 3 and 4, respectively.

側面部10の上部の切欠き13は、工場で複合板を平板状に成形する際、側面部10に相当する部位に予め打ち抜き加工によって設けられている。図3に示すように、切欠き13は、建て付けた状態において側面視した場合、略L字状に形成されており、その上端の奥隅部が半円弧状に封止され且つ裾部の一方が側面部10の側縁(図3において右側の縁)に解放されている。切欠き13の開口幅は、金属バー3が相対的に緩く通過し得る程度の大きさに設定されている。   The notch 13 at the top of the side surface portion 10 is provided in advance in a portion corresponding to the side surface portion 10 by punching when the composite plate is formed into a flat plate shape at the factory. As shown in FIG. 3, the cutout 13 is formed in a substantially L shape when viewed from the side in a built-up state, the back corner of its upper end is sealed in a semicircular arc shape, and One is released to the side edge of the side surface 10 (the right edge in FIG. 3). The opening width of the notch 13 is set to such a size that the metal bar 3 can pass relatively loosely.

また、壁面材1の側面部10の下部の切欠き14は、上記の切欠き13と同様に側面部10に加工して設けることもできるが、図1に示すように、側面部10に取り付けられた切欠き位置調節用の調節プレート6に設けられていてもよい。斯かる調節プレート6は、図4に示すように、側面部10に取り付けた状態において壁面材1を側面視した場合、平面形状が長方形の板状体に略三角形の切欠き14を設けて成る金物であり、切欠き14は、三角形の底辺部が板状体の長辺部に解放され且つ三角形の頂点部が上方へ円弧状に屈曲して封止された形状を有する。そして、調節プレート6は、壁面材1の側面部10に対し、その裏面に配置され且つ当該側面部に設けられた長穴(図示省略)に固定ねじ61を螺着して取り付けるように構成されている。従って、調節プレート6を使用した場合には、後述するように、壁面材1の下端側を振って、壁面材1の前後の突出状態を簡単に調整することができる。   Further, the notch 14 in the lower part of the side surface portion 10 of the wall surface material 1 can be processed and provided in the side surface portion 10 in the same manner as the above-described notch 13, but is attached to the side surface portion 10 as shown in FIG. It may be provided on the adjustment plate 6 for adjusting the notch position. As shown in FIG. 4, the adjustment plate 6 is formed by providing a substantially triangular notch 14 in a plate-like body having a rectangular planar shape when the wall surface member 1 is viewed from the side in a state where it is attached to the side surface portion 10. The notch 14 has a shape in which the base of the triangle is released to the long side of the plate-like body and the apex of the triangle is bent upward and arc-shaped and sealed. The adjustment plate 6 is configured to be attached to the side surface portion 10 of the wall surface material 1 by screwing a fixing screw 61 into a long hole (not shown) provided on the back surface and provided in the side surface portion. ing. Therefore, when the adjustment plate 6 is used, as will be described later, the front and rear projecting states of the wall surface material 1 can be easily adjusted by shaking the lower end side of the wall surface material 1.

ところで、壁面材1が配列された構造においては、簡便かつ迅速に施工するため、壁面材1の側面部10の切欠き13,14が各金属バー3,4に対して比較的緩く勘合するように設計されており、また、金属バー3,4の位置調節の精度や、壁面材1の側面部10の曲げ加工の精度によっては、側面部10の4つの切欠き13,13,14,14が各金属バー3,4に均等に接触しない場合がある。そこで、本発明においては、懸架された壁面材1の揺れ及び振動を防止するため、壁面材1は、側面部10が間柱2の開口側面から当該間柱内部に挿入されて間柱の背面部内面に突き当てられている。換言すれば、相互に隣接する壁面材1は、それらの側面部10を重ね合わせた状態で間柱2の開口側面に挿入されて当該間柱の奥端内面に突き当てられている。   By the way, in the structure in which the wall surface materials 1 are arranged, the cutouts 13 and 14 of the side surface portion 10 of the wall surface material 1 are relatively loosely engaged with the metal bars 3 and 4 in order to perform construction easily and quickly. Depending on the accuracy of position adjustment of the metal bars 3 and 4 and the accuracy of bending of the side surface portion 10 of the wall surface material 1, the four notches 13, 13, 14, and 14 of the side surface portion 10 are designed. May not contact the metal bars 3 and 4 evenly. Therefore, in the present invention, in order to prevent the suspended wall surface material 1 from shaking and vibrating, the wall surface material 1 is inserted into the inner surface of the intermediate column from the opening side surface of the intermediate column 2 to the inner surface of the rear surface of the intermediate column. It has been hit. In other words, the wall materials 1 adjacent to each other are inserted into the opening side surface of the intermediate pillar 2 in a state where the side surface portions 10 are overlapped, and are abutted against the inner surface of the inner end of the intermediate pillar.

間柱2の背面部の内面に側面部10を突き当てた構造においては、壁面材1、間柱2の寸法関係、金属バー3,4の位置関係、および、これに準ずる側面部10の各切欠き13,14の位置関係が以下の関係を満たすように設計されている必要がある。すなわち、本発明においては、壁面材1の側面部10の内法幅を(a)、間柱2の側面の外法幅を(b)、間柱2の表側から金属バー3,4の中心までの距離を(c)、壁面材1の裏面から金属バー3,4の中心までの距離を(d)としたとき、前記の内法幅(a)、外法幅(b)、距離(c)及び距離(d)が以下の関係に設定されている。   In the structure in which the side surface portion 10 is abutted against the inner surface of the back surface portion of the spacer 2, the dimensional relationship between the wall material 1 and the spacer 2, the positional relationship between the metal bars 3 and 4, and the corresponding notches in the side surface 10. The positional relationship between 13 and 14 needs to be designed to satisfy the following relationship. That is, in the present invention, the inner width of the side surface portion 10 of the wall material 1 is (a), the outer width of the side surface of the stud 2 is (b), and from the front side of the stud 2 to the center of the metal bars 3 and 4. When the distance is (c) and the distance from the back surface of the wall material 1 to the center of the metal bars 3 and 4 is (d), the inner normal width (a), the outer normal width (b), and the distance (c). And the distance (d) are set as follows.

Figure 2011226151
Figure 2011226151

上記の関係は次のような知見に基づいている。すなわち、壁面材1の側面部10の内法幅(a)が間柱2の側面の外法幅(b)よりも大きく、かつ、前記の内法幅(a)と外法幅(b)の差が、間柱2の表側から金属バー3,4の中心までの距離(c)に、壁面材1の裏面から金属バー3,4の中心までの距離(d)を加えた値に等しい場合、壁面材1の側面部10の先端縁が間柱2の奥端に突き当たる。しかしながら、製造時の部材の寸法精度、取扱いなどによる部材の歪み、間柱2や金属バー受金物5の取付精度の問題から、実際、上記の関係に基づいて正確に設計した場合、懸架した壁面材1が場所によっては僅かに迫り出したり或いは後退し、壁面材1間で意匠面が平坦に並ばない傾向が見られる。   The above relationship is based on the following knowledge. That is, the inner width (a) of the side surface portion 10 of the wall material 1 is larger than the outer width (b) of the side surface of the stud 2 and the inner width (a) and the outer width (b) are the same. If the difference is equal to the distance (c) from the front side of the stud 2 to the center of the metal bars 3 and 4 plus the distance (d) from the back surface of the wall material 1 to the center of the metal bars 3 and 4, The leading edge of the side surface portion 10 of the wall surface material 1 abuts against the back end of the inter-column 2. However, due to the problem of the dimensional accuracy of the member at the time of manufacture, the distortion of the member due to handling, and the mounting accuracy of the spacer 2 and the metal bar bracket 5, it is actually a suspended wall material when designed accurately based on the above relationship Depending on the location, 1 tends to protrude slightly or recede, and there is a tendency that the design surfaces do not line up flatly between the wall surface materials 1.

そこで、本発明においては、施工に自由度を持たせて施工を容易にする観点から、突き当たりに僅かな余裕を持たせることにより、換言すれば、壁面材1の側面部10の内法幅(a)を0.5〜1.5mm短く設計することにより、実質的に各側面部10の先端縁を無理なく間柱2の内面に突き当てるようにしている。これにより、最初に壁下地に間柱2を固定する施工において、間柱2を鉛直に且つ一直線に整列させるだけで、懸架する壁面材1を平坦に揃った状態に配列することができる。   Therefore, in the present invention, from the viewpoint of facilitating the construction with a degree of freedom in construction, in other words, by giving a slight margin at the end, in other words, the internal width of the side surface portion 10 of the wall surface material 1 ( By designing a) to be shorter by 0.5 to 1.5 mm, the tip edge of each side surface portion 10 is substantially abutted against the inner surface of the stud 2. Thereby, in the construction which fixes the studs 2 to the wall base first, the wall materials 1 to be suspended can be arranged in a flat state only by aligning the studs 2 vertically and in a straight line.

また、本発明においては、壁面材1の微小な揺れや振動を防止するため、図2〜図4に示すように、上部および下部の金属バー3,4には、壁面材1の側面部10の切欠き13,14に相当する位置に弾性変形可能な滑り止め7が取り付けられていてもよい。斯かる滑り止め7は、アクリルゴム、ニトリルゴム、イソプレンゴム、ウレタンゴム、エチレンプロピレンゴムゴム、シリコンゴム、スチレンブタジエンゴム等のゴム製の円筒状成形体で構成され且つその中心線に沿って一条の切断線を設けたものであり、金属バー3,4を架設した際に巻回される。   Further, in the present invention, in order to prevent minute shaking and vibration of the wall material 1, as shown in FIGS. 2 to 4, the upper and lower metal bars 3 and 4 are provided with the side surface portion 10 of the wall material 1. An anti-slip 7 that can be elastically deformed may be attached to a position corresponding to the notches 13 and 14. Such an anti-slip 7 is composed of a cylindrical molded body made of rubber such as acrylic rubber, nitrile rubber, isoprene rubber, urethane rubber, ethylene propylene rubber rubber, silicon rubber, styrene butadiene rubber, and the like along the center line. A cutting line is provided, which is wound when the metal bars 3 and 4 are installed.

本発明の内壁構造の施工方法は次の通りである。内壁を構築するに当たり、先ず、壁面材1を準備する。壁面材1は、所定寸法に型取りされ且つ溝切り加工された平板(複合板)として施工現場に搬入する。平板で搬入することにより、効率的に且つ容易に運搬でき、また、取り扱うことができる。そして、現場においては、上記の溝に沿って平板の2辺部を折曲げ、壁面材1として側面部10を構成する。   The construction method of the inner wall structure of the present invention is as follows. In constructing the inner wall, first, the wall material 1 is prepared. The wall surface material 1 is carried into the construction site as a flat plate (composite plate) that has been molded to a predetermined size and grooved. By carrying in with a flat plate, it can be efficiently and easily transported and handled. Then, on the site, two side portions of the flat plate are bent along the groove, and the side surface portion 10 is configured as the wall surface material 1.

内壁の施工においては、先ず、図1に示すように、壁下地に一定のピッチで間柱2を配列する。その際、予め、間柱2の金属バー3,4を架設する凡その位置に金属バー受金物5を装着しておく。図3に示すように、金属バー受金物5は、最初は調整ねじ51で仮止めする。そして、間柱2の配列と鉛直度を調整した後、図3に示すように、例えば、壁下地桟81,91に間柱2をねじで固定することにより、床8から天井9に亙って間柱2を立設する。   In the construction of the inner wall, first, as shown in FIG. 1, the studs 2 are arranged at a constant pitch on the wall base. At that time, the metal bar receiving object 5 is mounted in advance at the approximate positions where the metal bars 3 and 4 of the studs 2 are installed. As shown in FIG. 3, the metal bar receiver 5 is temporarily fixed with an adjusting screw 51 at first. Then, after adjusting the arrangement and verticality of the studs 2, as shown in FIG. 3, for example, by fixing the studs 2 to the wall base bars 81 and 91 with screws, the studs are extended from the floor 8 to the ceiling 9. 2 is erected.

次いで、図1〜図3に示すように、そして、金属バー3,4の高さ合わせ及び水平調整を行った後、図2に示す固定ねじ52を締め付けて金属バー受金物5を間柱2に固定する。これにより、間柱2の表側の規定位置に金属バー3,4を水平に架設することができる。また、金属バー3,4の壁面材1を引掛ける位置には、予め滑り止め7を巻回しておく。   Next, as shown in FIGS. 1 to 3, and after adjusting the height and leveling of the metal bars 3 and 4, the fixing screw 52 shown in FIG. Fix it. Thereby, the metal bars 3 and 4 can be installed horizontally in the prescribed position on the front side of the stud 2. Further, an anti-slip 7 is wound in advance at a position where the wall material 1 of the metal bars 3 and 4 is hooked.

続いて、間柱2の表側(部屋内側)に壁面材1を配置する。壁面材1の配置においては、先ず、壁面材1の側面部10の下部の窓11に調節プレート6を仮止めしておく。次いで、側面部10の上部に設けられた切欠き13、および、上記の調節プレート6に設けられた切欠き14を前述の金属バー3,4にそれぞれ引掛けて壁面材1を懸架する。そして、最初の1枚目の壁面材1については、鉛直度を調整し、固定ねじ61を締め付けて調節プレート6を固定した後、2枚目以降の壁面材1については、1枚目の壁面材1の意匠面を基準として、各意匠面が揃うように、微小な浮き上がりや沈み込みの矯正、すなわち、微小な前後調整を行い、調節プレート6を固定する。壁面材1を懸架した後は、図3に示すように、幅木82及び周り縁92を付設して仕上げる。これにより、上下、左右および前後に傾きのない内壁を構築できる。   Then, the wall surface material 1 is arrange | positioned at the front side (room inner side) of the stud 2. In the arrangement of the wall surface material 1, first, the adjustment plate 6 is temporarily fixed to the window 11 below the side surface portion 10 of the wall surface material 1. Next, the wall member 1 is suspended by hooking the notch 13 provided in the upper portion of the side surface portion 10 and the notch 14 provided in the adjustment plate 6 to the metal bars 3 and 4, respectively. Then, for the first wall material 1, the verticality is adjusted and the fixing screw 61 is tightened to fix the adjustment plate 6, and then the first wall surface material 1 for the second and subsequent wall materials 1. Using the design surface of the material 1 as a reference, the adjustment plate 6 is fixed by correcting the minute lifting and sinking, that is, performing minute back-and-forth adjustment so that the design surfaces are aligned. After the wall material 1 is suspended, as shown in FIG. 3, a base board 82 and a peripheral edge 92 are provided and finished. Thereby, the inner wall without inclination up and down, right and left, and front and rear can be constructed.

上記のように、本発明の内壁構造においては、複合板から成る壁面材1、間柱2、上部および下部の金属バー3,4から主に構成され、壁面材1の側面部10に設けられた切欠き13,14を各金属バー3,4に引掛けることにより壁面材1を配列するため、部品数が少なく、かつ、極めて簡単に短期間に内壁を施工できる。そして、曲げ加工で側面部10を形成して剛性を高めた壁面材1を使用すると共に、壁面材1の側面部10が間柱2の内部に挿入されて当該間柱の背面部内面に突き当てられた構造を備えているため、間柱2を基準として容易に且つ高い精度で壁面材1を建て付けることができ、しかも、壁面材1における揺れや振動の発生を防止できる。また、本発明においては、前述のように、壁面材1として、組立前の平板状の複合板を施工現場に搬入し、施工現場において簡単な曲げ加工により壁面材1を構成することにより、資材の効率的な運搬が可能であり、また、資材の取扱いや保管も極めて容易である。   As described above, in the inner wall structure of the present invention, it is mainly composed of the wall surface material 1 made of a composite plate, the studs 2, the upper and lower metal bars 3 and 4, and provided on the side surface portion 10 of the wall surface material 1. Since the wall material 1 is arranged by hooking the notches 13 and 14 to the metal bars 3 and 4, the number of parts is small, and the inner wall can be constructed in a very short time. And while using the wall surface material 1 which formed the side surface part 10 by bending and improved rigidity, the side surface part 10 of the wall surface material 1 is inserted in the inside of the stud 2, and is abutted by the back part inner surface of the said stud. Since the wall structure 1 is provided, the wall surface material 1 can be easily and accurately built on the basis of the studs 2, and the wall surface material 1 can be prevented from shaking and vibrating. In the present invention, as described above, as the wall material 1, a plate-shaped composite plate before assembly is carried into the construction site, and the wall material 1 is configured by simple bending at the construction site. Can be efficiently transported, and handling and storage of materials are extremely easy.

1 :壁面材
10:側面部
11:窓
13:切欠き
14:切欠き
2 :間柱
21:長穴
3 :上部の金属バー
4 :下部の金属バー
5 :金属バー受金物
51:調整ねじ
52:固定ねじ
6 :調節プレート
61:固定ねじ
7 :滑り止め
8 :床
81:壁下地桟
82:幅木
9 :天井
91:壁下地桟
92:周り縁
a :壁面材の側面部の内法幅
b :間柱の側面の外法幅
c :間柱の表側から金属バーの中心までの距離
d :壁面材の裏面から金属バーの中心までの距離
DESCRIPTION OF SYMBOLS 1: Wall material 10: Side part 11: Window 13: Notch 14: Notch 2: Spacer 21: Elongated hole 3: Upper metal bar 4: Lower metal bar 5: Metal bar metal object 51: Adjustment screw 52: Fixing screw 6: Adjustment plate 61: Fixing screw 7: Non-slip 8: Floor 81: Wall base frame 82: Skirting board 9: Ceiling 91: Wall base frame 92: Surrounding edge a: Inner width of the side of the wall material b : External width of the side surface of the stud column c: Distance from the front side of the stud column to the center of the metal bar d: Distance from the back surface of the wall material to the center of the metal bar

Claims (5)

建物の内装を構成する内壁の構造であって、合成樹脂シートの両面に金属シートを積層した方形平板状の複合板で構成され且つ当該複合板の平行な2辺部を背面側に略直角に折曲げられて側面部が形成された壁面材と、一側面が開口された四角筒状に形成され且つ開口側面を表に向けて垂直に壁下地に固定された間柱と、当該間柱の開口側面の上部および下部に各水平に架設された金属バーとを備え、前記壁面材の側面部の上部および下部には、前記各金属バーにそれぞれ対応する位置に掛止用の切欠きが設けられ、前記壁面材は、前記側面部の各切欠きを前記各金属バーに引掛けて配列され、かつ、前記側面部が前記間柱の開口側面から当該間柱内部に挿入されて間柱の背面部内面に突き当てられていることを特徴とする内壁構造。   A structure of an inner wall that constitutes the interior of a building, which is composed of a rectangular plate-shaped composite plate in which metal sheets are laminated on both sides of a synthetic resin sheet, and two parallel sides of the composite plate are substantially perpendicular to the back side. A wall surface material that is bent to form a side surface portion, a stud that is formed in a rectangular tube shape with one side opened, and that is fixed to a wall base vertically with the side of the opening facing the front, and an opening side surface of the stud Metal bars laid horizontally on the upper and lower parts of the wall, and on the upper and lower side parts of the wall surface material are provided with notches for latching at positions corresponding to the metal bars, respectively. The wall surface material is arranged by hooking each notch of the side surface portion to each metal bar, and the side surface portion is inserted from the opening side surface of the stud to the inside of the stud and protrudes into the inner surface of the back portion of the stud. An inner wall structure characterized by being applied. 壁面材の側面部の内法幅(a)、間柱の側面の外法幅(b)、前記間柱の表側から上部金属バー及び下部金属バーの中心までの距離(c)、前記壁面材の裏面から前記上部金属バー及び下部金属バーの中心までの距離(d)が以下の関係に設定されている請求項1に記載の内壁構造。
Figure 2011226151
The inner width (a) of the side surface of the wall material, the outer width (b) of the side surface of the stud, the distance (c) from the front side of the stud to the center of the upper metal bar and the lower metal bar, the back surface of the wall material The inner wall structure according to claim 1, wherein a distance (d) from the center of the upper metal bar and the lower metal bar to the center of the upper metal bar is set as follows.
Figure 2011226151
各金属バーは、間柱に装着された金属バー受金物で支持されており、当該金属バー受金物は、水平断面がコ字状に形成され且つ対向する2辺部の上縁に金属バー支持用のU字状の切欠きが設けられている請求項1又は2に記載の内壁構造。   Each metal bar is supported by a metal bar metal object attached to a stud, and the metal bar metal object is formed in a U-shaped horizontal cross section and is used to support a metal bar on the upper edge of two opposing sides. The inner wall structure according to claim 1, wherein a U-shaped notch is provided. 壁面材の側面部の下部の切欠きは、当該側面部に取り付けられた調節プレートに設けられている請求項1〜3の何れかに記載の内壁構造。   The inner wall structure according to any one of claims 1 to 3, wherein a notch in a lower portion of the side surface portion of the wall surface material is provided on an adjustment plate attached to the side surface portion. 各金属バーには、壁面材の側面部の切欠きに相当する位置に滑り止めが取り付けられている1〜4の何れかに記載の内壁構造。   The inner wall structure according to any one of 1 to 4, wherein a slip stopper is attached to each metal bar at a position corresponding to a notch in the side surface of the wall surface material.
JP2010096909A 2010-04-20 2010-04-20 Interior wall structure Withdrawn JP2011226151A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502071A (en) * 2020-05-14 2020-08-07 华北理工大学 Prefabricated assembly type shear wall combined structure and construction method thereof
CN113323191A (en) * 2021-05-18 2021-08-31 北京数字建店科技有限公司 Low wall unit, low wall structure and construction method thereof
CN114164992A (en) * 2021-11-25 2022-03-11 佛山市霖菲亦板材有限公司 Composite board

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502071A (en) * 2020-05-14 2020-08-07 华北理工大学 Prefabricated assembly type shear wall combined structure and construction method thereof
CN113323191A (en) * 2021-05-18 2021-08-31 北京数字建店科技有限公司 Low wall unit, low wall structure and construction method thereof
CN114164992A (en) * 2021-11-25 2022-03-11 佛山市霖菲亦板材有限公司 Composite board

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