JPH08302870A - Erecting structure for partition wall and work execution method for partition wall - Google Patents
Erecting structure for partition wall and work execution method for partition wallInfo
- Publication number
- JPH08302870A JPH08302870A JP10599395A JP10599395A JPH08302870A JP H08302870 A JPH08302870 A JP H08302870A JP 10599395 A JP10599395 A JP 10599395A JP 10599395 A JP10599395 A JP 10599395A JP H08302870 A JPH08302870 A JP H08302870A
- Authority
- JP
- Japan
- Prior art keywords
- plate portion
- partition wall
- runner
- building board
- board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- Panels For Use In Building Construction (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、間仕切壁の建て込み構
造体及び間仕切壁の施工方法に関し、より詳細には良好
な品質を保持しつつ、施工効率の向上を実現した間仕切
壁の建て込み構造体及び間仕切壁の施工方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a partition wall built-in structure and a partition wall construction method, and more particularly to the construction of a partition wall which has improved construction efficiency while maintaining good quality. The present invention relates to a construction method of a structure and a partition wall.
【０００２】[0002]
【従来の技術】間仕切壁の遮音性能又は施工性等を向上
すべく、間柱を省略した構造を有する所謂ノンスタッド
構造の間仕切壁が知られている。例えば、実開昭54-103
011 号公報に開示された間仕切壁は、中実の補強リブが
裏面に貼着された建築用ボードからなり、建築用ボード
の上端部及び下端部は、天井ランナ及び床ランナに固定
される。図１は、ノンスタッド構造の間仕切壁の施工方
法を概略的に示す斜視図である。図１において、床ラン
ナ４４０、天井ランナ４２０が、建築物の構造体（図示
せず）に取付けられている。間仕切壁面を構成する建築
用ボード１２０は、裏面の上下端部にそれぞれ所定の間
隔をあけて、長手方向に亘って延びる補強リブ１６０を
備えている。間仕切壁の一方の壁面を構成する建築用ボ
ード１２０は、間仕切壁の高さに相応する長さに切断さ
れ、補強リブ１６０を備えた面を床・天井ランナ４２
０、４４０に向けて、割付図に従って床ランナ４４０及
び天井ランナ４２０上に位置決めされ、床及び天井ラン
ナにビス等４６０で固定される。次いで、建築用ボード
の裏面４８０に沿って電気・電話等の配管・配線５００
が施工され、或いは、保温材・遮音材等が挿入・充填さ
れる。間仕切壁の他方の壁面を構成する建築用ボード１
４０が、他方の壁面と反対側の面を床・天井ランナ４２
０、４４０に向けて、上記の如く床及び天井ランナにビ
ス等４６０で固定され、以上の工程を床・天井ランナの
配設方向に沿って繰り返すことにより間仕切壁が施工さ
れる。2. Description of the Related Art A so-called non-stud partition wall having a structure in which a stud is omitted is known in order to improve the sound insulation performance or workability of the partition wall. For example, the actual exploitation 54-103
The partition wall disclosed in Japanese Patent No. 011 is composed of a building board having solid reinforcing ribs attached to the back surface, and the upper and lower ends of the building board are fixed to a ceiling runner and a floor runner. FIG. 1 is a perspective view schematically showing a method of constructing a partition wall having a non-stud structure. In FIG. 1, a floor runner 440 and a ceiling runner 420 are attached to a building structure (not shown). The building board 120 that constitutes the partition wall surface is provided with reinforcing ribs 160 that extend in the longitudinal direction at the upper and lower ends of the back surface at predetermined intervals. The building board 120, which constitutes one wall surface of the partition wall, is cut to a length corresponding to the height of the partition wall, and the surface provided with the reinforcing ribs 160 is attached to the floor / ceiling runner 42.
0 to 440 are positioned on the floor runner 440 and the ceiling runner 420 according to the layout drawing, and fixed to the floor and ceiling runner with screws 460. Then, along the back surface 480 of the building board, piping / wiring 500 for electricity / telephone etc.
Is installed, or heat insulation materials, sound insulation materials, etc. are inserted and filled. Building board 1 that composes the other wall of the partition wall
40 has a floor / ceiling runner 42 on the surface opposite to the other wall surface.
0 and 440 are fixed to the floor and ceiling runners with screws 460 as described above, and the partition wall is constructed by repeating the above process along the arrangement direction of the floor and ceiling runners.
【０００３】一方、補強リブ一体型の建築用ボードを用
いた間仕切壁の建て込み構造体が知られている。この建
て込み構造体は、コ字形断面の床、天井ランナ４２０、
４４０と、両ランナの各側面に固定され、それぞれ間仕
切壁の壁面を形成する補強リブ一体型の建築用ボード１
２０、１４０とから概略構成されている。この補強リブ
一体型の建築用ボード１２０、１４０はそれぞれ、ボー
ドの両縁に沿って長手方向に折り曲げ加工することによ
って形成された、ボードと一体の補強リブ部１６０を有
する。この建築用ボードを用いた間仕切壁の施工方法に
ついて、図２を用いて説明すれば、各補強リブ部１６０
が形成された、壁面と反対側の面をコの字形断面の床天
井、ランナ４２０、４４０の一方の側面４５０にそれぞ
れ当てて、ビス又は釘等で固定することにより間仕切壁
の一方の壁面が建て込まれる。建築用ボード１２０の補
強リブ部１６０と建築用ボードの幅員方向に互い違いに
なるように、建築用ボード１４０を他方の側面４７０に
当てて同様な施工を行うとことにより他方の壁面が建て
込まれる。On the other hand, there is known a built-in structure of a partition wall using a reinforcing rib-integrated building board. This built-in structure has a U-shaped section floor, a ceiling runner 420,
440 and a building board 1 integrated with reinforcing ribs that is fixed to each side surface of both runners and forms a wall surface of a partition wall.
20 and 140. The reinforcing rib-integrated building boards 120 and 140 each have a reinforcing rib portion 160 formed integrally by bending the board along both edges in the longitudinal direction. A method of constructing a partition wall using this building board will be described with reference to FIG.
The wall surface opposite to the wall surface on which the wall surface is formed is applied to the floor ceiling having a U-shaped cross section and one side surface 450 of the runners 420 and 440, respectively, and fixed by screws or nails so that one wall surface of the partition wall Built in. The other wall surface is built by applying the building board 140 to the other side surface 470 and performing the same construction so that the reinforcing rib portions 160 of the building board 120 and the width direction of the building board are staggered. .
【０００４】[0004]
【発明が解決しようとする課題】しかし、かかるノンス
タッド構造の間仕切壁の施工方法にあっては、第１に、
各補強リブは天井・床ランナと縁切りされ、直接連結さ
れていないため、建築用ボードの十分な曲げ剛性又は耐
衝撃性を確保するのは困難である。第２に、補強リブと
建築用ボードは別体であり、建築用ボード１２０、１４
０の長手方向に亘って延びる補強リブ１６０は、細長部
材を構成するため、特に木製のリブの場合には、湿気吸
収等の影響で建築用ボード１２０、１４０に取付け後、
ねじれ等を生じ、その結果建築用ボードの一方の面に形
成される壁面にくせを引起し、平滑な面を維持できない
恐れがある。一方、補強リブ一体型建築用ボードにあっ
ては、第２の問題は改善されるものの、補強リブ部１６
０の上端部及び下端部が、天井ランナ４２０及び床ラン
ナ４４０にそれぞれ交錯し、通常ランナ側を切り欠くの
は困難であるため、補強リブ部１６０の各ランナ４２
０、４４０に当たる部分を現場合わせにて切り欠く必要
がある。かかる切り欠き工程は、所定の段取りに従って
段階的に現場施工せざるを得ず、このため依然として煩
雑な施工工程及び多数の施工工数を要するばかりでな
く、現場における品質管理の限界から良好なる間仕切壁
の品質を確保したり、或いは品質を向上したりするのは
困難である。However, in the method of constructing the partition wall of such non-stud structure, firstly,
Since each reinforcing rib is cut off from the ceiling / floor runner and is not directly connected, it is difficult to secure sufficient bending rigidity or impact resistance of the building board. Second, the reinforcing ribs and the building board are separate bodies, and the building boards 120, 14
Since the reinforcing rib 160 extending in the longitudinal direction of 0 constitutes an elongated member, particularly in the case of a wooden rib, after being attached to the building boards 120 and 140 due to the influence of moisture absorption,
Twisting or the like occurs, and as a result, a wall surface formed on one surface of the building board may have a habit, and a smooth surface may not be maintained. On the other hand, in the reinforcing rib-integrated building board, although the second problem is improved, the reinforcing rib portion 16
The upper and lower ends of 0 intersect with the ceiling runner 420 and the floor runner 440, respectively, and it is difficult to cut out the normal runner side.
It is necessary to cut out the part corresponding to 0, 440 at the site. Such a notch process has to be carried out on-site in a stepwise manner according to a predetermined setup, and therefore not only a complicated construction process and a large number of construction man-hours are required, but also a partition wall that is good due to the limit of quality control on site. It is difficult to secure the quality of or improve the quality.
【０００５】さらに、係る切り欠きによって、補強リブ
部１６０自体の強度低下を引起し、壁面の十分な耐衝撃
力及び壁面剛性を確保するのが困難になる。本発明は、
かかる点に鑑みてなされたものであり、その目的とする
ところは、間仕切壁の建て込みの際、間仕切壁の施工効
率を向上させ且つ良好な間仕切壁の品質を確保すること
ができる間仕切壁の建て込み構造体及び間仕切壁の施工
方法を提供することにある。Further, due to the notch, the strength of the reinforcing rib portion 160 itself is lowered, and it becomes difficult to secure sufficient impact resistance and wall rigidity of the wall surface. The present invention
It was made in view of such a point, and its purpose is to improve the construction efficiency of the partition wall and to ensure a good quality of the partition wall when the partition wall is built. It is intended to provide a method for constructing a built-in structure and a partition wall.
【０００６】[0006]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明の間仕切壁の建て込み構造体にあっては、
一方の表面が間仕切壁の一方の壁面を形成する矩形平板
部と、該矩形平板部の各縁に沿って該矩形平板部に直交
して、前記壁面の反対側に延びる直交矩形板部と、該直
交矩形板部から前記矩形平板部に平行に延びる平行矩形
板部とからなるＬ字形断面の一対の補強リブ部とを有
し、前記一対の平行矩形板部は、互いに近づく方向に延
び、さらに前記直交矩形板部及び対応する前記平行矩形
板部の各内面及び前記矩形平板部の前記壁面と反対側の
面によって形成される凹部に内嵌した矩形断面の当て木
を有する第１建築用ボードと、一方の表面が間仕切壁の
他方の壁面を形成する第２建築用ボードと、建築構造体
に固定するための固定板部と、固定板部と直交し、前記
第１建築用及び第２建築用ボードを取り付けるための取
付板部とからなるＬ字形断面のランナと、前記第１建築
用及び第２建築用ボードを前記ランナの前記取付板部に
固定するための留付具とを有し、前記直交矩形板部の外
面は、隣合う第１建築用ボードとの第１突き合わせ面を
形成し、さらに前記平行矩形板部の外面は、前記ランナ
の前記取付板部との第２突き合わせ面を形成する構成と
してある。In order to achieve the above object, the partition wall built-in structure of the present invention comprises:
A rectangular flat plate portion, one surface of which forms one wall surface of the partition wall, and an orthogonal rectangular plate portion that is orthogonal to the rectangular flat plate portion along each edge of the rectangular flat plate portion and extends to the opposite side of the wall surface, A pair of reinforcing ribs having an L-shaped cross section, the parallel rectangular plate portions extending in parallel to the rectangular flat plate portion from the orthogonal rectangular plate portions, and the pair of parallel rectangular plate portions extend in a direction approaching each other; Furthermore, for the first construction having a batten of rectangular cross section fitted in a recess formed by the inner surfaces of the orthogonal rectangular plate portion and the corresponding parallel rectangular plate portion and the surface of the rectangular flat plate portion opposite to the wall surface. A board, a second building board having one surface forming the other wall surface of the partition wall, a fixing plate portion for fixing to a building structure, and a fixing plate portion orthogonal to the first and second building boards. 2 L consisting of a mounting plate for mounting a construction board A runner having a shaped cross section and a fastener for fixing the first building board and the second building board to the mounting plate portion of the runner, and the outer surface of the orthogonal rectangular plate portion is adjacent to the first A first butting surface with one building board is formed, and an outer surface of the parallel rectangular plate portion forms a second butting surface with the mounting plate portion of the runner.
【０００７】又、前記第１建築用ボードは、石膏ボード
からなり、前記壁面の前記反対面に長手方向に延びるＶ
字溝を設け、該Ｖ字溝に沿って該石膏ボードを折り曲げ
て、該Ｖ字溝の対向する斜面を突き合わることにより、
前記補強リブ部を形成するのが好ましい。さらに、前記
第１建築用ボードの前記矩形平板部の幅員方向の長さ
は、前記第２建築用ボードの幅員方向の長さの１／２或
いは１／３であるのがよい。又、前記当て木は、前記第
１建築用ボードの一方の端から長手方向に突出していて
もよい。さらに又、前記第２建築用ボードは、石膏ボー
ドであってもよい。加えて、前記留付具は、ヘッド部の
周囲にリブを備えたリブ付きビス及び／又は釘からなる
のが好ましい。又、前記矩形平板部は、その幅員方向の
中間に長手方向に延びるＶ字溝をさらに有し、該Ｖ字溝
に沿って該石膏ボードを折り曲げて、該Ｖ字溝の対向す
る斜面を突き合わることにより、互いに直交する第１矩
形平板部と第２矩形平板部を形成するものでもよい。The first building board is made of gypsum board and extends in the longitudinal direction on the opposite surface of the wall surface.
By providing a V-shaped groove, bending the gypsum board along the V-shaped groove, and abutting the opposite slopes of the V-shaped groove,
It is preferable to form the reinforcing rib portion. Furthermore, the length in the width direction of the rectangular flat plate portion of the first building board may be 1/2 or 1/3 of the length in the width direction of the second building board. Further, the batten may project in the longitudinal direction from one end of the first building board. Furthermore, the second building board may be a gypsum board. In addition, the fasteners preferably consist of ribbed screws and / or nails with ribs around the head. Further, the rectangular flat plate portion further has a V-shaped groove extending in the longitudinal direction in the middle of the width direction, the gypsum board is bent along the V-shaped groove, and the opposite slopes of the V-shaped groove are projected. The first rectangular flat plate portion and the second rectangular flat plate portion which are orthogonal to each other may be formed by combining them.
【０００８】このとき、前記当て木の前記矩形断面の一
方の辺の長さは、前記矩形平板部の前記内面と前記平行
矩形板部の前記内面との間隔に略等しく、他方の辺の長
さは、前記一方の辺の長さに前記平行矩形板部の板厚を
加えた長さであるのが好ましい。上記の目的を達成する
ために、本発明の間仕切壁の施工方法にあっては、上記
の間仕切壁の建て込み構造体を用いる間仕切り壁の施工
方法であって、前記ランナの前記固定板部を建築構造体
に固定して敷設するランナ敷設工程と、前記第１建築用
ボードの前記平行矩形板部の第２突き合わせ面を前記ラ
ンナの前記取付板部の一方の表面にそれぞれ当てて位置
決めする第１建築用ボード位置決め工程と、前記取付板
部の他方の表面から前記留付具を前記取付板部及び前記
平行矩形板部を通して前記当て木にねじ込んで、前記第
１建築用ボードを前記ランナに固定する第１建築用ボー
ド留付工程と、前記ランナの前記他方の表面を覆うよう
に、前記第２建築用ボードを前記ランナに留め付ける第
２建築用ボード留付工程とを有する構成としてある。At this time, the length of one side of the rectangular cross section of the batten is approximately equal to the distance between the inner surface of the rectangular flat plate portion and the inner surface of the parallel rectangular plate portion, and the length of the other side. It is preferable that the length is a length obtained by adding the plate thickness of the parallel rectangular plate portion to the length of the one side. In order to achieve the above object, in the partition wall construction method of the present invention, a partition wall construction method using the partition wall built-in structure, the fixing plate portion of the runner A runner laying step of fixing and laying the building structure, and positioning by applying a second butting surface of the parallel rectangular plate portion of the first building board to one surface of the mounting plate portion of the runner, respectively. 1 building board positioning step, and screwing the fastener from the other surface of the mounting plate portion through the mounting plate portion and the parallel rectangular plate portion to the batten, the first building board to the runner It is configured to have a first building board fastening step of fixing and a second building board fastening step of fastening the second building board to the runner so as to cover the other surface of the runner.
【０００９】又、前記第１建築用ボード留付工程は、前
記ランナの前記取付板部の前記他方の表面と前記第１建
築用ボードの前記壁面とを外方から挟み込んで、前記ラ
ンナ、前記当て木及び前記第１建築用ボードを一体保持
する第１建築用ボード留付準備工程をさらに含んでもよ
い。Further, in the first building board fastening step, the other surface of the mounting plate portion of the runner and the wall surface of the first building board are sandwiched from the outside, and the runner, the The method may further include a first building board fastening preparation step of integrally holding the batten and the first building board.
【００１０】[0010]
【作用】以上の構成を有する本発明の間仕切壁の建て込
み構造体及び間仕切壁の施工方法にあっては、第１建築
用ボードの両縁に設けた平行矩形板部の第２突き合わせ
面をそれぞれＬ字形ランナの取付板部の一方の表面に当
てて第１建築用ボードを位置決めし、ランナの取付板部
の他方の表面から留付具を取付板部及び平行矩形板部を
通して当て木にネジ込むことによって、ランナが第１建
築用ボードの平行矩形板部に食い込み、その結果留付具
のヘッドの頂面が、ランナの取付板部の他方の表面と略
面一となり、他方の表面を覆って第２建築用ボードを取
り付けることが可能になる。次いで、第２建築用ボード
を略平滑となった他方の表面に当てて位置決めし、ビス
或いは釘等によって第２建築用ボードをランナの取付板
部に固定する。この際、ランナの取付板部の板厚を薄肉
とすることにより、第２建築用ボードによって形成され
る他方の壁面を略平滑な面とすることが可能になる。以
上のようにして、建築用ボードと一体の補強リブを両縁
に設けることによって、補強リブのねじれ等による壁面
への影響なく、しかもＬ字形ランナを採用することによ
って補強リブを切り欠くことなく間仕切壁を施工するこ
とが可能となり、間仕切壁の壁面の剛性を確保するとと
もに、現場における切り欠き工程に伴う間仕切壁の品質
低下及び施工効率の低下を防止することが可能になる。In the built-in partition wall structure and the partition wall construction method of the present invention having the above-described structure, the second butting surfaces of the parallel rectangular plate portions provided on both edges of the first building board are The first building board is positioned by hitting one surface of the mounting plate of the L-shaped runner, and the fastener is passed from the other surface of the mounting plate of the runner to the batten through the mounting plate and the parallel rectangular plate. By screwing, the runner bites into the parallel rectangular plate portion of the first building board, so that the top surface of the head of the fastener is substantially flush with the other surface of the mounting plate portion of the runner, and the other surface It becomes possible to attach the 2nd construction board covering it. Next, the second building board is positioned by applying it to the other substantially flat surface, and the second building board is fixed to the mounting plate portion of the runner with screws or nails. At this time, by making the plate thickness of the mounting plate portion of the runner thin, the other wall surface formed by the second building board can be made substantially smooth. As described above, by providing the reinforcing ribs which are integral with the building board on both edges, there is no influence on the wall surface due to twisting of the reinforcing ribs, and the L-shaped runner is used so that the reinforcing ribs are not cut out. It becomes possible to construct the partition wall, and it is possible to secure the rigidity of the wall surface of the partition wall and prevent deterioration of the quality and construction efficiency of the partition wall due to the notch process at the site.
【００１１】[0011]
【実施例】本発明の実施例を図面を参照しながら、天井
−床間に間仕切壁を施工する場合を例にして以下に詳細
に説明する。第１実施例（図３乃至図６、図８） 図３は、本発明の第１建築用ボード１０の斜視図であ
り、図４及び図５はそれぞれ、本発明の間仕切壁の建て
込み構造体を示す図、図４の線V-V における横断面図で
ある。図６は、本発明の建て込み構造体の取り合い部の
収まりを概略的に示す平面図である。図８は、本発明の
施工治具の使用方法を概略的に示す斜視図である。図３
において、参照番号１０は、第１建築用ボード１０であ
り、第１建築用ボード１０は、矩形平板部１２と、この
矩形平板部１２の両縁に設けられたＬ字形断面の一対の
補強リブ部１４と、矩形平板部１２及び補強リブ部１４
が形成する凹部１５に内嵌した当て木１６とから概略構
成されている。矩形平板部１２は、一方の表面が間仕切
壁の一方の壁面１８を形成する。一対の補強リブ部１４
は、矩形平板部１２の各縁から矩形平板部１２に直交し
て、壁面１８の反対側に延びる直交矩形板部２０と、こ
の直交矩形板部２０から矩形平板部１２に平行に延びる
平行矩形板部２２とからなる。各平行矩形板部２２は、
互いに近づく方向に延びる。直交矩形板部２０の各外面
は、後述のように隣合う第１建築用ボード１０との第１
突き合わせ面２４を形成し、さらに平行矩形板部２２の
各外面は、後に説明するランナの取付板部５６との第２
突き合わせ面２６を形成する。Embodiments of the present invention will be described below in detail with reference to the drawings, taking as an example a case where a partition wall is installed between a ceiling and a floor. First Embodiment (FIGS. 3 to 6 and 8) FIG. 3 is a perspective view of a first building board 10 of the present invention, and FIGS. 4 and 5 are respectively the partition wall building structure of the present invention. FIG. 5 is a diagram showing the body and a cross-sectional view taken along line VV in FIG. 4. FIG. 6 is a plan view schematically showing the accommodation of the connecting portion of the built-in structure of the present invention. FIG. 8 is a perspective view schematically showing a method of using the construction jig of the present invention. FIG.
In FIG. 1, reference numeral 10 is a first building board 10, and the first building board 10 includes a rectangular flat plate portion 12 and a pair of reinforcing ribs having L-shaped cross sections provided on both edges of the rectangular flat plate portion 12. Portion 14, rectangular flat plate portion 12 and reinforcing rib portion 14
And a batten 16 fitted in the concave portion 15 formed by. One surface of the rectangular flat plate portion 12 forms one wall surface 18 of the partition wall. Pair of reinforcing ribs 14
Is an orthogonal rectangular plate portion 20 extending from each edge of the rectangular flat plate portion 12 to the opposite side of the wall surface 18 and orthogonal to the rectangular flat plate portion 12, and a parallel rectangle extending from the orthogonal rectangular plate portion 20 in parallel with the rectangular flat plate portion 12. And a plate portion 22. Each parallel rectangular plate portion 22 is
They extend toward each other. Each outer surface of the orthogonal rectangular plate portion 20 is formed with a first building board 10 adjacent to the first building board 10 as described below.
The abutment surface 24 is formed, and each outer surface of the parallel rectangular plate portion 22 is formed into a second portion with a mounting plate portion 56 of the runner described later.
A butt surface 26 is formed.
【００１２】第１建築用ボード１０は、石膏ボードから
なり、壁面１８の反対面に長手方向に延びるＶ字溝２８
を設け、このＶ字溝２８に沿って石膏ボードを折り曲げ
て、このＶ字溝２８の対向する斜面（図示せず）を突き
合わせることにより、補強リブ部１４の各々が形成され
るようになっている。又、第１建築用ボード１０の矩形
平板部１２の幅員方向の長さは、後に説明する第２建築
用ボード４２の幅員方向の長さの１／２或いは１／３で
ある。これにより、第２建築用ボード１枚当たり、第１
建築用ボード２枚或いは３枚にて幅員方向の長さを合わ
せることが可能となり、建物構造体との取り合い部の収
まりを除き、いずれの建築用ボードも幅員方向に裁断す
る必要がなくなる。なお、建物構造体との取り合い部の
収まりについては、以下に説明する。次に当て木１６に
ついて説明すれば、当て木１６は、矩形平板部１２の四
隅にそれぞれ設けられ、各当て木１６は、直交矩形板部
２０及び対応する平行矩形板部２２の各内面及び矩形平
板部１２の壁面１８と反対側の面２１によって形成され
た凹部１５に内嵌するような矩形の断面を有し、矩形平
板部１２の長手方向の長さより短い。なお、当て木１６
は、第１建築用ボード１０の一方の端から長手方向に突
出していてもよい。第１建築用ボード１０の曲げ剛性又
は座屈抵抗は、補強リブ部１４の桁高又は断面形状を調
整することにより所望の如く増大させることができる。
なお、例えば、平行矩形板部２２からさらに直交矩形板
部２０と平行に矩形平板部１２に向かう延長部を設け
て、Ｌ字形断面でなく、コの字形断面の補強リブ部１４
としてもよい。The first building board 10 is made of gypsum board and has a V-shaped groove 28 extending in the longitudinal direction on the opposite surface of the wall surface 18.
Are provided, the gypsum board is bent along the V-shaped groove 28, and the opposite slopes (not shown) of the V-shaped groove 28 are abutted against each other, whereby each of the reinforcing rib portions 14 is formed. ing. The length of the rectangular flat plate portion 12 of the first building board 10 in the width direction is 1/2 or 1/3 of the width of the second building board 42 described later in the width direction. As a result, the first construction board per second construction board
It is possible to match the length in the width direction with two or three building boards, and it is not necessary to cut any of the building boards in the width direction, except for the fitting of the joint with the building structure. It should be noted that the fit of the mating portion with the building structure will be described below. Next, the batten 16 will be described. The batten 16 is provided at each of the four corners of the rectangular flat plate portion 12, and each batten 16 has an inner surface and a rectangular shape of the orthogonal rectangular plate portions 20 and the corresponding parallel rectangular plate portions 22. It has a rectangular cross section that fits in the recess 15 formed by the surface 21 of the flat plate portion 12 opposite the wall surface 18, and is shorter than the length of the rectangular flat plate portion 12 in the longitudinal direction. The batten 16
May project from one end of the first building board 10 in the longitudinal direction. The flexural rigidity or buckling resistance of the first building board 10 can be increased as desired by adjusting the girder height or cross-sectional shape of the reinforcing rib portion 14.
It should be noted that, for example, an extension portion extending from the parallel rectangular plate portion 22 toward the rectangular flat plate portion 12 in parallel with the orthogonal rectangular plate portion 20 is provided, and the reinforcing rib portion 14 having a U-shaped cross section instead of the L-shaped cross section.
It may be.
【００１３】次に、図４及び図５を参照すれば、間仕切
壁の建て込み構造体４０は、上述の第１建築用ボード１
０と間仕切壁の他方の壁面４１を形成する第２建築用ボ
ード４２と、Ｌ字形断面の天井ランナ４４及び床ランナ
４６と、両建築用ボード１０、４２を天井ランナ４４及
び床ランナ４６それぞれに固定するための留付具４８と
から概略構成されている。間仕切壁を建て込むための第
１及び第２建築構造体は、第１建築構造体にあってはコ
ンクリートスラブ、モルタル仕上げ面、根太或いは木製
床仕上げ材などの床部材５０からなり、一方第２建築用
構造体にあっては、コンクリートスラブ、梁、天井軽鉄
下地、天井仕上材或いは木製天井下地などの天井部材５
２からなる。両ランナ４４、４６はそれぞれ、天井部材
５２及び床部材５０に沿って互いに平行に延びる。天井
ランナ４４は、天井部材５２に固定するための固定板部
５４と、この固定板部５４と直交し、第１建築及び第２
建築用ボード１０、４２を取り付けるための取付板部５
６とからなる。取付板部５６は、間仕切壁の建て込みの
際、後に説明するように、取付板部５６の一方の面５８
が、第１建築用ボード１０の第２突き合わせ面２６に当
たり、他方の面５９が第２建築用ボード４２に覆われる
ようになっている。従って、取付板部５６の板厚は、薄
いのが好ましく、例えば１ｍｍ以下であるのがよい。Next, referring to FIGS. 4 and 5, the partition wall built-in structure 40 corresponds to the first building board 1 described above.
The second construction board 42 forming 0 and the other wall surface 41 of the partition wall, the ceiling runner 44 and the floor runner 46 having an L-shaped cross section, and both construction boards 10 and 42 to the ceiling runner 44 and the floor runner 46, respectively. The fastening device 48 for fixing is generally configured. The first and second building structures for building partition walls are, in the first building structure, floor members 50 such as concrete slabs, mortar finishing surfaces, joists or wooden floor finishing materials, while second In the case of a building structure, a ceiling member 5 such as a concrete slab, a beam, a ceiling light iron substrate, a ceiling finishing material or a wooden ceiling substrate 5
It consists of two. Both runners 44 and 46 extend parallel to each other along the ceiling member 52 and the floor member 50, respectively. The ceiling runner 44 is orthogonal to the fixing plate portion 54 for fixing to the ceiling member 52, and the first construction and the second construction.
Mounting plate part 5 for mounting the building boards 10 and 42
It consists of 6 and 6. The mounting plate portion 56 has one surface 58 of the mounting plate portion 56, as will be described later, when the partition wall is built.
However, it hits the second butting surface 26 of the first building board 10 and the other surface 59 is covered by the second building board 42. Therefore, the thickness of the mounting plate portion 56 is preferably thin, for example, 1 mm or less.
【００１４】なお、床ランナ４６は、天井ランナ４４と
同様の構造であるのでその説明は省略する。以上の構成
を備えた間仕切壁の建て込み構造体４０について、間仕
切壁の施工方法を図４及び図８を用いて以下に説明す
る。先ず、図４に示すように、天井ランナ４４及び床ラ
ンナ４６を互いの配設方向が平行で、床ランナ４６が略
真下となるように天井部材５２及び床部材５０にそれぞ
れ敷設する。次に、天井高に合わせて事前に工場で寸法
決めし、裁断した第１建築用ボード１０の各平行矩形板
部２２の第２突き合わせ面２６をそれぞれ、天井ランナ
４４及び床ランナ４６それぞれの取付板部５６の一方の
面５８に当てて、厚さ方向に位置決めする。次いで、第
１建築用ボード１０を天井及び床ランナ４４、４６の一
方の面５８にリブ付ビス４８によって固定する。これに
よって、間仕切壁の一方の壁面１８が建て込まれる。リ
ブ付ビス４８を取付板部５６の他方の面５９から取付板
部５６及び第１建築用ボード１０の平行矩形板部２２を
通して当て木１６までネジ込むことによって、ビス４８
のヘッド部周囲に設けられたリブ（図示せず）がビスの
ネジ込みによりネジ穴周囲の天井及び床ランナ４４、４
６をネジ込み方向に押し、ランナ４４、４６を平行矩形
板部２２に食い込ませ、以てビス４８のヘッドが取付板
部５６の他方の面５９から飛び出すことなく、面５９を
略平滑とすることができる。なお、ランナの食い込み効
果を効果的にするために、ネジ穴から放射状に延びる切
り込みを取付板部５６に設けるとよい。Since the floor runner 46 has the same structure as the ceiling runner 44, its description is omitted. Regarding the partition wall built-in structure 40 having the above configuration, a method of constructing the partition wall will be described below with reference to FIGS. 4 and 8. First, as shown in FIG. 4, the ceiling runner 44 and the floor runner 46 are laid on the ceiling member 52 and the floor member 50 so that the arrangement directions of the ceiling runner 44 and the floor runner 46 are substantially parallel to each other. Next, the second butting surfaces 26 of the parallel rectangular plate portions 22 of the first building board 10 that have been dimensioned and cut in advance in a factory according to the ceiling height are attached to the ceiling runner 44 and the floor runner 46, respectively. The plate portion 56 is applied to one surface 58 and positioned in the thickness direction. Next, the first building board 10 is fixed to one surface 58 of the ceiling and floor runners 44, 46 with ribbed screws 48. As a result, one wall surface 18 of the partition wall is built. By screwing the ribbed screw 48 from the other surface 59 of the mounting plate portion 56 through the mounting plate portion 56 and the parallel rectangular plate portion 22 of the first building board 10 to the batten 16,
Ribs (not shown) provided around the head portion of the head screw are screwed into the ceiling and floor runners 44, 4 around the screw holes.
6 is pushed in the screwing direction so that the runners 44 and 46 bite into the parallel rectangular plate portion 22 so that the head of the screw 48 does not stick out from the other surface 59 of the mounting plate portion 56, and the surface 59 is made substantially smooth. be able to. In addition, in order to make the runner bite effectively, it is preferable to provide the mounting plate portion 56 with notches radially extending from the screw holes.
【００１５】又、他方の面５９からのネジ込みの際、当
て木１６が矩形平板部１２を押して逃げ、ネジ込みにく
くするのを防止するために、図８に示すような留付治具
８０を使用するのが便利である。この留付治具８０につ
いて簡単に説明すれば、把手８１を外部に備えた平板８
２と、この平板８２に取り付けられた３枚の略平行な押
さえ板８４、８６、８８を有し、真ん中に介在する押さ
え板８６は、特に平板８２と回動自在且つ摺動自在に取
り付けられている。各押さえ板の先端は、図８に示すよ
うに、丸くしてあり、図示の留付治具８０を上下方向に
引っ繰り返しても使用可能とされている。従って、両端
の押さえ板８４、８８と真ん中の押さえ板との間隔を調
節して、図８に示すように、一方の押さえ板をランナ４
４の取付板部５６の他方の面５９に当て、他方の押さえ
板を矩形平板部１２の壁面１８に当てて、補強リブ部１
４を挟み込むことにより、ランナ４４、当て木１６及び
第１建築用ボード１０を密着保持して、以てネジ込みを
容易にすることできる。他方、図８に示すように、隣合
う平行矩形板部２２の両端を挟み込む場合には、真ん中
の押さえ板８６を９０°回動させて平板８２に密着さ
せ、両端の押さえ板８４、８８を使用すればよい。特
に、金属製ランナの場合には、各押さえ板に磁石（図示
せず）を設ければ、留付治具８０がランナに吸着するの
で、把手８１を持って支える必要がなくなり、さらに使
用勝手がよい。又、床ランナ４６側の当て木１６を第１
建築用ボード１０の下端から所定量に亘って長手方向に
突出させることにより、第１建築用ボード１０の建て込
みの際、当て木１６の下端面を床面に当てて、第１建築
用ボード１０の上下方向位置決めを容易にすることがで
きる。Further, when screwing in from the other surface 59, in order to prevent the batten 16 from pushing the rectangular flat plate portion 12 to escape and make it difficult to screw in, the fastening jig 80 as shown in FIG. It is convenient to use. The fastening jig 80 will be briefly described. The flat plate 8 having a handle 81 on the outside thereof.
2 and three substantially parallel holding plates 84, 86, 88 attached to the flat plate 82. The holding plate 86 interposed in the center is attached to the flat plate 82 so as to be rotatable and slidable. ing. As shown in FIG. 8, the tip of each pressing plate is rounded so that it can be used even if the fastening jig 80 shown in the drawing is repeated up and down. Therefore, by adjusting the distance between the pressing plates 84 and 88 at both ends and the central pressing plate, one pressing plate is attached to the runner 4 as shown in FIG.
4 to the other surface 59 of the mounting plate portion 56, and the other pressing plate to the wall surface 18 of the rectangular flat plate portion 12 to reinforce the reinforcing rib portion 1.
By sandwiching 4 between them, the runner 44, the batten 16 and the first building board 10 can be held in close contact with each other to facilitate screwing. On the other hand, as shown in FIG. 8, when sandwiching both ends of the adjacent parallel rectangular plate portions 22, the middle pressing plate 86 is rotated 90 ° to be brought into close contact with the flat plate 82, and the pressing plates 84 and 88 at both ends are attached. You can use it. In particular, in the case of a metal runner, if a magnet (not shown) is provided on each pressing plate, the fastening jig 80 will be attracted to the runner, so that it is not necessary to hold the grip 81 to support it, and it is easy to use. Is good. In addition, the batten 16 on the floor runner 46 side is the first
By projecting a predetermined amount from the lower end of the building board 10 in the longitudinal direction, when the first building board 10 is built, the lower end surface of the batten 16 is brought into contact with the floor surface so that the first building board The vertical positioning of 10 can be facilitated.
【００１６】次いで、略平滑な取付板部５６の他方の面
５９を覆うように、第２建築用ボード４２をランナ４
４、４６にビス或いは釘等（図示せず）で固定して、間
仕切壁の他方の壁面４１を建て込む。なお、第２建築用
ボード４２の建て込み前に間仕切壁の壁空間内にグラス
ウール又はロックウール等の断熱、遮音材を挿入又は充
填してもよい。この間仕切壁の施工方法により、床ラン
ナ４６及び天井ランナ４４の支持により自立したノンス
タッド構造の間仕切壁が形成される。以上の工程を１又
は複数の建築用ボード１０、４２について、床ランナ４
６及び天井ランナ４４の配設方向に沿って繰り返し行う
ことにより、間仕切壁が建て込まれる。この際、上述の
ように留付治具８０によってランナ４４、４６と建て込
み対象の第１建築用ボード１０を挟み込むとともに、隣
合う第１建築用ボード１０との第１突き合わせ面２４
を、別の留付治具８０を用いて、既に両ランナ４４、４
６に固定済の隣合う第１建築用ボード１０の突き合わせ
面２４に突き合わせた状態で、両平行矩形板部２２の両
縁を挟み込むことによって、さらに取付けを容易にする
ことができる。Then, the second construction board 42 is attached to the runner 4 so as to cover the other surface 59 of the substantially flat mounting plate portion 56.
The other wall surface 41 of the partition wall is built by fixing to 4, 46 with screws or nails (not shown). Before building the second building board 42, a heat insulating or sound insulating material such as glass wool or rock wool may be inserted or filled in the wall space of the partition wall. By this construction method of the partition wall, a partition wall of a non-stud structure which is self-supporting by the support of the floor runner 46 and the ceiling runner 44 is formed. The above steps are applied to the floor runner 4 for one or more construction boards 10, 42.
The partition wall is built by repeating the process along the arrangement direction of 6 and the ceiling runner 44. At this time, as described above, the runners 44 and 46 and the first building board 10 to be built are sandwiched by the fastening jig 80, and the first butting surface 24 of the adjacent first building board 10 is also sandwiched.
Using another fastening jig 80, both runners 44, 4
It is possible to further facilitate the attachment by sandwiching both edges of both parallel rectangular plate portions 22 in a state of being abutted with the abutting surface 24 of the adjacent first building board 10 already fixed to 6.
【００１７】次いで、両建築用ボードのうち室内露出面
に、塗装又はクロス貼り等の仕上げを施して、或いは内
装建築用ボード上に既に仕上げを施した化粧建築用ボー
ドをさらに重貼りして、間仕切壁が完成する。さらに天
井ランナ４４側に回り縁、床ランナ４６側に幅木を設け
てもよい。最後に、間仕切壁の建物構造体との取り合い
部について、図６を参照しながら説明すれば、建築躯体
寸法の関係から建物構造体１０１との取り合い部におい
ては、第１建築用ボード１００は通常収まりをつけるた
めに矩形平板部１２を幅員方向の途中で長手方向に切断
せざるを得ない。この結果、第１建築用ボード１００は
一対の補強リブ部１４のうち一方を除去した形態とな
る。このとき、矩形断面の一方の辺の長さａを、矩形平
板部１２の内面２１と平行矩形板部２２の内面との距離
に略等しく、他方の辺の長さｂを一方の辺の長さに平行
矩形板部２２の板厚を加えた長さとすることにより、当
て木１６を凹部１５に内嵌する際と矩形断面の縦横を逆
に使用することにより、切断側に設置される間柱９６と
してそのまま用いることが可能となる。第２実施例（図７ ） 図７は、本発明の第２実施例に係る、図５と同様な図で
ある。本実施例においては、第１実施例と同一の構造に
ついては、第１実施例と同じ参照番号を付すことにより
その説明は省略し、以下には特徴的な部分について説明
する。Next, of the two construction boards, the interior exposed surface is subjected to finishing such as painting or cloth attachment, or the already finished construction construction board is further laminated onto the interior construction board, The partition wall is completed. Further, a round edge may be provided on the ceiling runner 44 side and a skirting board may be provided on the floor runner 46 side. Finally, the section of the partition wall with the building structure will be described with reference to FIG. 6. In the section with the building structure 101, the first building board 100 is usually In order to fit it, the rectangular flat plate portion 12 has to be cut in the longitudinal direction midway in the width direction. As a result, the first building board 100 has a configuration in which one of the pair of reinforcing rib portions 14 is removed. At this time, the length a of one side of the rectangular cross section is approximately equal to the distance between the inner surface 21 of the rectangular flat plate portion 12 and the inner surface of the parallel rectangular plate portion 22, and the length b of the other side is the length of one side. By adding the plate thickness of the parallel rectangular plate portion 22 to the length, the vertical and horizontal directions of the rectangular cross section are used in the reverse direction when the batten 16 is fitted in the recess 15, and thus the stud installed on the cutting side. It becomes possible to use it as it is as 96. Second Embodiment (FIG. 7 ) FIG. 7 is a view similar to FIG. 5 according to the second embodiment of the present invention. In this embodiment, the same structures as those in the first embodiment are designated by the same reference numerals as those in the first embodiment, and the description thereof will be omitted. The characteristic portions will be described below.
【００１８】図７において、Ｌ形の間仕切壁部を形成す
る第１建築用ボード１１０の矩形平板部１２は、その幅
員方向の中央に長手方向に延びるＶ字溝９０をさらに有
し、このＶ字溝９０に沿って石膏ボードを折り曲げて、
Ｖ字溝９０の対向する斜面（図示せず）を突き合わせる
ことにより、第１矩形平板部９２と第２矩形平板部９４
が形成されている。これにより、Ｌ形の間仕切壁を建て
込む際に、第１実施例と同様に当て木１６を凹部１５に
内嵌する際と矩形断面の縦横を逆に使用することによ
り、Ｌ形の間仕切壁のコーナ部に間柱９６としてそのま
ま用いることが可能となる。しかも一体のＬ形パネル式
の第１建築用ボード１１０を採用することにより、別々
の建築用ボードによってＬ型の間仕切壁部を建て込む場
合に較べ、間柱９６の設置数を削減することが可能にな
った。In FIG. 7, the rectangular flat plate portion 12 of the first building board 110 forming the L-shaped partition wall portion further has a V-shaped groove 90 extending in the longitudinal direction at the center in the width direction thereof. Bend the gypsum board along the groove 90,
The first rectangular flat plate portion 92 and the second rectangular flat plate portion 94 are formed by abutting the opposite slopes (not shown) of the V-shaped groove 90.
Are formed. As a result, when the L-shaped partition wall is built, the vertical and horizontal directions of the rectangular cross section are reversed when the batten 16 is fitted in the recess 15 as in the first embodiment. It becomes possible to use it as it is as the stud 96 in the corner part of the. Moreover, by adopting the integrated L-shaped panel type first building board 110, it is possible to reduce the number of studs 96 to be installed, as compared with the case where the L-shaped partition wall portion is built by separate building boards. Became.
【００１９】[0019]
【発明の効果】以上の説明から明らかなように、本発明
によれば、間仕切壁の建て込みの際に、間仕切壁の施工
効率を向上させ、且つ良好な間仕切壁の品質を確保する
ことが可能になった。As is apparent from the above description, according to the present invention, it is possible to improve the construction efficiency of a partition wall and secure a good quality of the partition wall when the partition wall is built. It became possible.
【図１】従来のノンスタッド構造の間仕切壁の建て込み
方法を概略的に示す図である。FIG. 1 is a view schematically showing a conventional partitioning method of a non-stud partition wall.
【図２】従来の補強リブ一体型建築用ボードによる間仕
切壁の建て込み方法を概略的に示す図である。FIG. 2 is a diagram schematically showing a conventional method of building a partition wall with a reinforcing rib-integrated building board.
【図３】本発明の第１建築用ボードの斜視図である。FIG. 3 is a perspective view of a first building board of the present invention.
【図４】本発明の間仕切壁の建て込み構造体を示す図で
ある。FIG. 4 is a view showing a built-in structure of a partition wall according to the present invention.
【図５】図４の線V-V における横断面図である。5 is a cross-sectional view taken along the line VV of FIG.
【図６】本発明の間仕切壁の建て込み構造体の取り合い
部の収まりを概略的に示す平面図である。[Fig. 6] Fig. 6 is a plan view schematically showing the accommodation of the fitting portion of the built-in structure of the partition wall of the present invention.
【図７】本発明の第２実施例に係る、図５と同様な図で
ある。FIG. 7 is a view similar to FIG. 5, according to a second embodiment of the present invention.
【図８】本発明の施工治具の使用方法を概略的に示す斜
視図である。FIG. 8 is a perspective view schematically showing a method of using the construction jig of the present invention.
１０ 第１建築用ボード １２ 矩形平板部 １４ 補強リブ部 １６ 当て木 １８ 一方の壁面 ２０ 直交矩形平板部 ２２ 平行矩形平板部 ２４ 第１突き合わせ面 ２６ 第２突き合わせ面 ２８ Ｖ字形溝 ４０ 間仕切壁の建て込み構造体 ４１ 他方の壁面 ４２ 第２建築用ボード ４４ 天井ランナ ４６ 床ランナ ４８ 留付具 ５４ 固定板部 ５６ 取付板部 ８０ 留付治具 ８２ 平板 ８４ 押さえ板 ８６ 押さえ板 ８８ 押さえ板 ９２ 第１矩形平板部 ９４ 第２矩形平板部 ９６ 間柱 10 First Building Board 12 Rectangular Flat Plate Part 14 Reinforcing Rib Part 16 Batten 18 One Wall 20 Orthogonal Rectangular Flat Plate Part 22 Parallel Rectangular Flat Plate Part 24 First Butting Surface 26 Second Butting Surface 28 V-Shaped Groove 40 Partition Wall Construction Embedded structure 41 Other wall surface 42 Second construction board 44 Ceiling runner 46 Floor runner 48 Fixing fixture 54 Fixing plate part 56 Mounting plate part 80 Fixing jig 82 Flat plate 84 Pressing plate 86 Pressing plate 88 Pressing plate 92 1st Rectangular flat plate part 94 Second rectangular flat plate part 96 Pillar
Claims (10)
成する矩形平板部と、該矩形平板部の各縁に沿って該矩
形平板部に直交して、前記壁面の反対側に延びる直交矩
形板部と、該直交矩形板部から前記矩形平板部に平行に
延びる平行矩形板部とからなるＬ字形断面の一対の補強
リブ部とを有し、 前記一対の平行矩形板部は、互いに近づく方向に延び、 さらに前記直交矩形板部及び対応する前記平行矩形板部
の各内面及び前記矩形平板部の前記壁面と反対側の面に
よって形成される凹部に内嵌した矩形断面の当て木を有
する第１建築用ボードと、 一方の表面が間仕切壁の他方の壁面を形成する第２建築
用ボードと、 建築構造体に固定するための固定板部と、固定板部と直
交し、前記第１建築用及び第２建築用ボードを取り付け
るための取付板部とからなるＬ字形断面のランナと、 前記第１建築用及び第２建築用ボードを前記ランナの前
記取付板部に固定するための留付具とを有し、 前記直交矩形板部の外面は、隣合う第１建築用ボードと
の第１突き合わせ面を形成し、さらに前記平行矩形板部
の外面は、前記ランナの前記取付板部との第２突き合わ
せ面を形成することを特徴とする間仕切壁の建て込み構
造体。1. A rectangular flat plate portion, one surface of which forms one wall surface of a partition wall, and an orthogonal shape that extends along the respective edges of the rectangular flat plate portion, orthogonal to the rectangular flat plate portion, and opposite to the wall surface. There is a pair of reinforcing ribs having an L-shaped cross section, the pair of reinforcing ribs having a rectangular plate portion and a parallel rectangular plate portion extending from the orthogonal rectangular plate portion in parallel with the rectangular flat plate portion, and the pair of parallel rectangular plate portions are mutually A batten having a rectangular cross section that extends in the approaching direction, and is fitted in a recess formed by the inner surfaces of the orthogonal rectangular plate portions and the corresponding parallel rectangular plate portions and the surface of the rectangular flat plate portion opposite to the wall surface. A first building board having, a second building board having one surface forming the other wall surface of the partition wall, a fixing plate portion for fixing to a building structure, a fixing plate portion orthogonal to the fixing plate portion, and Mounting for mounting 1 construction and 2nd construction boards A runner having an L-shaped cross section, and a fastener for fixing the first building board and the second building board to the mounting plate portion of the runner, and an outer surface of the orthogonal rectangular plate portion. Form a first abutting surface with an adjacent first building board, and further, an outer surface of the parallel rectangular plate portion forms a second abutting surface with the mounting plate portion of the runner. Built-in structure of partition walls.
らなり、前記壁面の前記反対面に長手方向に延びるＶ字
溝を設け、該Ｖ字溝に沿って該石膏ボードを折り曲げ
て、該Ｖ字溝の対向する斜面を突き合わることにより、
前記補強リブ部を形成する請求項１に記載の間仕切壁の
建て込み構造体。2. The first building board is made of gypsum board, a V-shaped groove extending in the longitudinal direction is provided on the opposite surface of the wall surface, and the gypsum board is bent along the V-shaped groove to form a gypsum board. By abutting the opposite slopes of the V-shaped groove,
The partition wall built-in structure according to claim 1, wherein the reinforcing rib portion is formed.
の幅員方向の長さは、前記第２建築用ボードの幅員方向
の長さの１／２或いは１／３である請求項１又は請求項
２に記載の間仕切壁の建て込み構造体。3. The length in the width direction of the rectangular flat plate portion of the first building board is 1/2 or 1/3 of the length in the width direction of the second building board. The built-in structure of the partition wall according to claim 2.
一方の端から長手方向に突出している請求項１又は請求
項３のいずれか１項に記載の間仕切壁の建て込み構造
体。4. The partition wall built-in structure according to claim 1, wherein the batten protrudes in a longitudinal direction from one end of the first building board.
らなる請求項１乃至請求項４のいずれか１項に記載の間
仕切壁の建て込み構造体。5. The partition wall built-in structure according to claim 1, wherein the second building board is a gypsum board.
備えたリブ付きビス及び／又は釘からなる請求項１乃至
請求項５のいずれか１項に記載の間仕切壁の建て込み構
造体。6. The partition wall built-in structure according to claim 1, wherein the fastener comprises a ribbed screw and / or a nail having ribs around a head portion. body.
に長手方向に延びるＶ字溝をさらに有し、該Ｖ字溝に沿
って該石膏ボードを折り曲げて、該Ｖ字溝の対向する斜
面を突き合わることにより、互いに直交する第１矩形平
板部と第２矩形平板部を形成する請求項１乃至請求項６
のいずれか１項に記載の間仕切壁の建て込み構造体。7. The rectangular flat plate portion further has a V-shaped groove extending in the longitudinal direction in the middle of the width direction, and the gypsum board is bent along the V-shaped groove so as to face the V-shaped groove. The first rectangular flat plate portion and the second rectangular flat plate portion that are orthogonal to each other are formed by abutting the inclined surfaces.
The built-in structure of the partition wall according to any one of 1.
長さは、前記矩形平板部の前記内面と前記平行矩形板部
の前記内面との間隔に略等しく、他方の辺の長さは、前
記一方の辺の長さに前記平行矩形板部の板厚を加えた長
さである請求項７に記載の間仕切壁の建て込み構造体。8. The length of one side of the rectangular cross section of the batten is approximately equal to the distance between the inner surface of the rectangular flat plate portion and the inner surface of the parallel rectangular plate portion, and the length of the other side. Is a length obtained by adding the plate thickness of the parallel rectangular plate portion to the length of the one side, and the partition wall built-in structure according to claim 7.
の建て込み構造体を用いる間仕切り壁の施工方法であっ
て、 前記ランナの前記固定板部を前記建築構造体に固定して
敷設するランナ敷設工程と、 前記第１建築用ボードの前記平行矩形板部の第２突き合
わせ面を前記ランナの前記取付板部の一方の表面にそれ
ぞれ当てて位置決めする第１建築用ボード位置決め工程
と、 前記取付板部の他方の表面から前記留付具を前記取付板
部及び前記平行矩形板部を通して前記当て木にねじ込ん
で、前記第１建築用ボードを前記ランナに固定する第１
建築用ボード留付工程と、 前記ランナの前記他方の表面を覆うように、前記第２建
築用ボードを前記ランナに留め付ける第２建築用ボード
留付工程とを有する間仕切壁の施工方法。9. A method of constructing a partition wall using the partition wall built-in structure according to claim 1, wherein the fixing plate portion of the runner is fixed to the building structure. A runner laying step to perform, and a first building board positioning step of positioning by positioning the second butting surface of the parallel rectangular plate portion of the first building board against one surface of the mounting plate portion of the runner, respectively. A first fixing the first construction board to the runner by screwing the fastener from the other surface of the mounting plate portion through the mounting plate portion and the parallel rectangular plate portion into the batten.
A method of constructing a partition wall, comprising: a construction board fastening step; and a second construction board fastening step of fastening the second construction board to the runner so as to cover the other surface of the runner.
ランナの前記取付板部の前記他方の表面と前記第１建築
用ボードの前記壁面とを外方から挟み込んで、前記ラン
ナ、前記当て木及び前記第１建築用ボードを一体保持す
る第１建築用ボード留付準備工程をさらに含む請求項９
に記載の間仕切壁の施工方法。10. The first building board fastening step comprises sandwiching the other surface of the mounting plate portion of the runner and the wall surface of the first building board from outside to form the runner, The first construction board fastening preparation step of integrally holding a batten and the first construction board, further comprising:
The partition wall construction method described in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10599395A JPH08302870A (en) | 1995-04-28 | 1995-04-28 | Erecting structure for partition wall and work execution method for partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10599395A JPH08302870A (en) | 1995-04-28 | 1995-04-28 | Erecting structure for partition wall and work execution method for partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08302870A true JPH08302870A (en) | 1996-11-19 |
Family
ID=14422254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10599395A Pending JPH08302870A (en) | 1995-04-28 | 1995-04-28 | Erecting structure for partition wall and work execution method for partition wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08302870A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050090599A (en) * | 2004-03-09 | 2005-09-14 | 정창민 | Golf-tee |
| CN108824655A (en) * | 2018-07-09 | 2018-11-16 | 南宁积家市场建设有限公司 | A kind of seam construction and its construction method of partition plate waterproof, seepage control |
| CN109372161A (en) * | 2018-10-29 | 2019-02-22 | 广东天赐湾实验室装备制造有限公司 | Hung type division wall |
| JP2020105736A (en) * | 2018-12-26 | 2020-07-09 | 大和ハウス工業株式会社 | Construction jig and construction method using the same |
| CN111424854A (en) * | 2020-04-15 | 2020-07-17 | 中筑建科(北京)技术有限公司 | Keel pipeline module assembled with cement ribbon board |
| JP2020200691A (en) * | 2019-06-11 | 2020-12-17 | 川上産業株式会社 | Sound absorbing booth |
-
1995
- 1995-04-28 JP JP10599395A patent/JPH08302870A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050090599A (en) * | 2004-03-09 | 2005-09-14 | 정창민 | Golf-tee |
| CN108824655A (en) * | 2018-07-09 | 2018-11-16 | 南宁积家市场建设有限公司 | A kind of seam construction and its construction method of partition plate waterproof, seepage control |
| CN109372161A (en) * | 2018-10-29 | 2019-02-22 | 广东天赐湾实验室装备制造有限公司 | Hung type division wall |
| CN109372161B (en) * | 2018-10-29 | 2024-06-04 | 广东天赐湾实验室装备制造有限公司 | Hanging partition wall |
| JP2020105736A (en) * | 2018-12-26 | 2020-07-09 | 大和ハウス工業株式会社 | Construction jig and construction method using the same |
| JP2020200691A (en) * | 2019-06-11 | 2020-12-17 | 川上産業株式会社 | Sound absorbing booth |
| CN111424854A (en) * | 2020-04-15 | 2020-07-17 | 中筑建科(北京)技术有限公司 | Keel pipeline module assembled with cement ribbon board |
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