JP2002349039A - Substrate frame - Google Patents
Substrate frameInfo
- Publication number
- JP2002349039A JP2002349039A JP2001154835A JP2001154835A JP2002349039A JP 2002349039 A JP2002349039 A JP 2002349039A JP 2001154835 A JP2001154835 A JP 2001154835A JP 2001154835 A JP2001154835 A JP 2001154835A JP 2002349039 A JP2002349039 A JP 2002349039A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing member
- stud
- pair
- studs
- pitch
- 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.)
- Pending
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は下地枠に関し、ほと
んどの部品に既製品を使用できるようにすることで、低
コスト化を図ったものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underframe and is intended to reduce the cost by making it possible to use off-the-shelf products for most parts.
【０００２】[0002]
【従来の技術】マンション等の建造物における窓等の開
口部を除いた盲壁の部分の内側の断面構造は、以下のよ
うになっている。即ち、外側から順にスラブ，下地層，
化粧部材で構成されている。スラブとはモルタル壁の部
分をいう。下地層とはフカシ壁とも言われ化粧部材を取
り付けるための部分であり、石膏ボードをモルタル壁に
取り付けるための結合部と石膏ボードとで構成される。
化粧部材とはビニールクロス，壁紙，ペイント塗装部分
等をいい、前記石膏ボードに施される。2. Description of the Related Art A sectional structure inside a blind wall portion excluding an opening such as a window in a building such as an apartment building is as follows. That is, slab, ground layer,
It is composed of a decorative member. The slab is the part of the mortar wall. The base layer is a part for attaching a decorative member, also referred to as a shading wall, and is composed of a joint for attaching the gypsum board to the mortar wall and a gypsum board.
The decorative member means a vinyl cloth, a wallpaper, a painted part, etc., and is applied to the plaster board.
【０００３】石膏ボードをモルタル壁に取り付けるため
の前記結合部を構成するため、従来は湿式工法が採用さ
れていた。湿式工法とは、セメントと接着剤とを混ぜた
ものを、モルタル壁の上下方向，左右方向へ一定のピッ
チでダンゴ状に塗り付け、塗り付けた部分に石膏ボード
を押し付けて接着する工法をいう。[0003] Conventionally, a wet construction method has been employed to constitute the joint for attaching the gypsum board to the mortar wall. The wet method is a method in which a mixture of cement and adhesive is applied in a dango-like manner at a constant pitch in the vertical and horizontal directions of the mortar wall, and a plaster board is pressed against the applied portion and bonded. .
【０００４】しかし、湿式工法は水を使うために、この
水が石膏ボードへ移動して加湿され、乾燥するまでに一
週間もかかってしまう。この期間中はビニールクロス等
の貼り付け作業等の次工程の作業ができずに工程が遅れ
る。However, since the wet method uses water, it takes one week for the water to move to the gypsum board and be humidified and dried. During this period, work of the next process such as sticking work of vinyl cloth or the like cannot be performed, and the process is delayed.
【０００５】このようなことから、乾燥のための期間が
不要な乾式工法が用いられるようになってきた。乾式工
法は、モルタル壁に結合部として下地枠を取り付け、こ
の下地枠に石膏ボードを取り付けるようにしたものであ
る。[0005] For these reasons, a dry method which does not require a period for drying has been used. In the dry method, a foundation frame is attached to a mortar wall as a joint, and a gypsum board is attached to the foundation frame.
【０００６】従来の下地枠の一例を図７に示す。図中１
は天井部と床部とに水平方向に沿って取り付けられるラ
ンナ、２は上下のランナ１間に鉛直方向に沿って設けら
れるとともに水平方向へ等間隔にあるいは抱き合わせて
配置されるスタッド、３は補助部材、４は隣り合うスタ
ッド間の距離を保持するための振れ止め、５はスペンサ
であり、夫々の部材はスチールにより形成されている。FIG. 7 shows an example of a conventional base frame. 1 in the figure
Is a runner attached to the ceiling and floor along the horizontal direction, 2 is a vertical stud between upper and lower runners 1 and studs are arranged at equal intervals or in the horizontal direction, 3 is an auxiliary The members 4 are steady rests for maintaining the distance between adjacent studs, and 5 is a spencer, and each member is formed of steel.
【０００７】図８に前記の各構成部品が示されており、
部品の種類や部品の横断面形状は夫々の製造メーカーに
おいて既製品規格に準じて設計して製造される。そし
て、夫々の物件ごとに、前記の部品を必要に応じて切断
して組み立てられる。下地枠が完成すると、石膏ボード
６が下地枠にネジ止めされる。ネジ止めはランナ１及び
スタッド２に対して行われ、スタッド２は水平方向へ一
定のピッチで配置されているので、石膏ボード６のネジ
止めのピッチも一定となる。そして、石膏ボード６の上
に壁紙７が貼着される。FIG. 8 shows the above components.
The types of components and the cross-sectional shapes of the components are designed and manufactured by respective manufacturers in accordance with off-the-shelf standards. Then, for each property, the above parts are cut and assembled as needed. When the foundation frame is completed, the gypsum board 6 is screwed to the foundation frame. Screwing is performed on the runner 1 and the stud 2, and since the studs 2 are arranged at a constant pitch in the horizontal direction, the screwing pitch of the gypsum board 6 is also constant. Then, the wallpaper 7 is stuck on the gypsum board 6.
【０００８】[0008]
【発明が解決しようとする課題】ところが、盲壁専用の
これらの構成部品は個別の設計に基づくスチール金型を
用いて製造されるため、同等の製品として種々のメーカ
ーから出されていて壁や天井の下地材を構成する既存の
市販品に比べて３〜５倍のコストがかかり、建造物全体
の製造コストが高くなってしまう。However, since these components dedicated to blind walls are manufactured by using steel molds based on individual designs, various components have been issued as equivalent products from various manufacturers, and wall and The cost is three to five times as much as that of an existing commercial product constituting the base material of the ceiling, and the manufacturing cost of the entire building increases.
【０００９】そこで本発明は、斯かる課題を解決した下
地枠を提供することを目的とする。Therefore, an object of the present invention is to provide a base frame that solves the above problem.
【００１０】[0010]
【課題を解決するための手段】斯かる目的を達成するた
めの請求項１に係る下地枠の構成は、スラブに取付けら
れて相互に略平行な一対の横枠を構成するとともに横断
面形状が略コの字形の一対のランナと、前記ランナと略
直角に配置されて両端が前記ランナに嵌め込まれること
によって縦枠を構成する複数のスタッドと、前記ランナ
と略平行に配置されて前記スタッドに結合されることで
前記スタッドを補強する補強部材と、で構成したことを
特徴とし、請求項２に係る下地枠の構成は、請求項１に
おいて、前記補強部材に、前記スタッド間のピッチを設
定するための位置決め手段を設けたことを特徴とし、請
求項３に係る下地枠の構成は、請求項２において、前記
補強部材を相互に離した状態で少なくとも一対設けたこ
とを特徴とし、請求項４に係る下地枠の構成は、請求項
２又は３において、前記補強部材として帯状のものを用
いるとともに、前記補強部材の長さ方向での前記ピッチ
毎に打ち抜いた部分を一方側へ曲げて前記スタッドを嵌
め込むための一対の突出部を形成し、当該一対の突出部
を前記位置決め手段としたことを特徴とし、請求項５に
係る下地枠の構成は、請求項２又は３において、前記補
強部材として帯状のものの両側を略９０度に曲げて屈曲
部を形成したものを用いるとともに、前記補強部材の長
さ方向での前記ピッチ毎に前記スタッドを嵌め込むため
の切欠部を夫々の前記屈曲部に形成し、当該一対の切欠
部を前記位置決め手段としたことを特徴とする。According to a first aspect of the present invention, there is provided a base frame having a pair of horizontal frames attached to a slab and substantially parallel to each other, and having a cross-sectional shape. A pair of runners having a substantially U-shape, a plurality of studs arranged at a substantially right angle to the runner and both ends being fitted into the runner to form a vertical frame, and arranged in substantially parallel to the runner, And a reinforcing member that reinforces the studs by being combined. In the configuration of the underframe according to claim 2, the pitch between the studs is set in the reinforcing member according to claim 1. The underframe according to claim 3 is characterized in that at least one pair of the reinforcing members is provided in a state of being separated from each other. The configuration of the base frame according to claim 4 is the method according to claim 2 or 3, wherein a belt-shaped reinforcing member is used, and a portion punched at each pitch in a length direction of the reinforcing member is bent to one side. A pair of protrusions for fitting the studs are formed, and the pair of protrusions are used as the positioning means. The configuration of the underframe according to claim 5, wherein As the reinforcing member, one having a bent portion formed by bending both sides of the belt-shaped member at approximately 90 degrees is used, and a cutout portion for fitting the stud at each pitch in the length direction of the reinforcing member is formed on each of the reinforcing members. It is characterized in that it is formed in a bent portion, and the pair of cutout portions serve as the positioning means.
【００１１】[0011]
【発明の実施の形態】以下、本発明による下地枠の実施
の形態を、実施の形態１〜３に分けて説明する。 （ａ）実施の形態１ まず、実施の形態１について説明する。図１に示すよう
に開口部１１を除いた盲壁の部分であってモルタル壁１
２の内側（紙面と直角な方向での手前側）に、下地枠１
３が設けられている。下地枠１３の構造を以下に説明す
る。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a base frame according to the present invention. (A) First Embodiment First, a first embodiment will be described. As shown in FIG. 1, the mortar wall 1 is a portion of the blind wall excluding the opening 11.
2 (on the front side in a direction perpendicular to the paper surface), a base frame 1
3 are provided. The structure of the base frame 13 will be described below.
【００１２】図のようにモルタル壁１２における天井
と、床と、開口部１１を形成するコの字形のモルタルの
開口枠１２ａの上部と、の近傍にはランナ１４が取り付
けられている。ランナ１４の断面形状は図２に示すよう
に略コ字形であり、長辺部１４ａの部分を貫通する図示
しないピンを介して、ランナ１４がモルタル壁１２に夫
々結合されている。As shown in the figure, a runner 14 is attached near the ceiling and floor of the mortar wall 12 and the upper part of the U-shaped mortar opening frame 12a forming the opening 11. The cross-sectional shape of the runner 14 is substantially U-shaped as shown in FIG. 2, and the runner 14 is connected to the mortar wall 12 via a pin (not shown) penetrating the long side portion 14a.
【００１３】天井近傍のランナ１４と床近傍のランナ１
４との間には長いスタッド１５が装着され、天井近傍の
ランナ１４と開口枠１２ａの上部の近傍のランナ１４と
の間には短いスタッド１５が装着されている。範囲Ｍの
部分の詳細を示す図２のようにスタッド１５の断面形状
は曲げに対して強い略コ字形であり、スタッド１５の上
下端はランナ１４に嵌め込まれている。The runner 14 near the ceiling and the runner 1 near the floor
4, a short stud 15 is mounted between the runner 14 near the ceiling and the runner 14 near the upper part of the opening frame 12a. As shown in FIG. 2 showing the details of the area M, the cross-sectional shape of the stud 15 is substantially U-shaped, which is strong against bending, and the upper and lower ends of the stud 15 are fitted into the runner 14.
【００１４】スタッド１５のうち、範囲Ｍで用いる天井
から床までの長いものには補強部材１６が取り付けられ
る。補強部材１６はスタッド１５の長さ方向での略中間
部に少なくとも一本設ければよいが、本実施の形態では
補強部材１６は隣り合うスタッド１５間の位置決めの機
能も備えており、スタッド１５の倒れを防止する目的で
相互に離して２本設けられる。補強部材１６とスタッド
１５との交差する部分は皿ネジ２２を介して結合されて
いる。なお、補強部材１６は３本以上設けてもよい。A reinforcing member 16 is attached to the stud 15 having a long length from the ceiling to the floor used in the range M. At least one reinforcing member 16 may be provided at a substantially intermediate portion in the longitudinal direction of the stud 15, but in the present embodiment, the reinforcing member 16 also has a function of positioning between the adjacent studs 15, and the stud 15 Are provided apart from each other for the purpose of preventing the falling of the two. The intersecting portion between the reinforcing member 16 and the stud 15 is connected via a countersunk screw 22. Note that three or more reinforcing members 16 may be provided.
【００１５】補強部材１６は、斜視図を図３に示すよう
に帯状のスチールに位置決め手段１７を一定のピッチＰ
で設けたものである。位置決め手段１７は、図３中の線
分１７ａ，１７ｂ，１７ｃに沿って打ち抜き（剪断
し）、この打ち抜いた部分を同一方向へ曲げることによ
ってスタッド１５を嵌め込むための一対の突出部１７
ｄ，１７ｄを形成したものであり、一対の突出部１７ｄ
間の寸法はスタッド１５の幅寸法Ｗと対応する数値に設
定されている。As shown in FIG. 3, a reinforcing member 16 is provided with a positioning means 17 at a constant pitch P on a strip of steel.
It is provided in. The positioning means 17 is formed by punching (shearing) along the line segments 17a, 17b, and 17c in FIG. 3, and bending the punched portion in the same direction to fit the stud 15 into a pair of protrusions 17.
d, 17d, and a pair of protrusions 17d
The dimension between them is set to a numerical value corresponding to the width dimension W of the stud 15.
【００１６】次に、斯かる下地枠１３の組立手順を説明
する。まず、下地枠１３の構成材料を準備する。使用す
る部品のほとんどを占めるランナ１４とスタッド１５と
は、従来から市販されている既成品を用いる。これらの
ランナ１４及びスタッド１５は規格により断面の形状と
寸法とが決められており、いろいろなメーカーによって
大量に製造されているのでコストが安い。ランナ１４，
スタッド１５は、壁や天井の下地材として市販されてい
る一般規格品の一部を、本発明の構成要素として転用し
たものである。補強部材１６のみが、本発明の構成部材
として新たに製作したものである。Next, the procedure for assembling the base frame 13 will be described. First, a constituent material of the base frame 13 is prepared. As the runner 14 and the stud 15 which occupy most of the parts to be used, existing commercially available products are used. The shape and size of the cross section of these runners 14 and studs 15 are determined by standards, and the cost is low because they are manufactured in large quantities by various manufacturers. Runner 14,
The stud 15 is obtained by diverting a part of a general standard product commercially available as a base material for a wall or a ceiling as a component of the present invention. Only the reinforcing member 16 is newly manufactured as a component of the present invention.
【００１７】材料が準備できたら、まずランナ１４を天
井と床と開口枠１２ａとの近傍に取り付ける。ランナ１
４の取り付けは図２に示す長辺部１４ａに同一ピッチで
孔を明け、当該孔に挿入した図示しないピンをモルタル
壁１２に打ち込む。その後に、範囲Ｍ，Ｎにおける天井
と床との近傍のランナ１４間に長いスタッド１５を装着
し、範囲Ｓにおける天井と開口枠１２ａの上部との近傍
のランナ１４間に短いスタッド１５を装着する。When the material is prepared, first, the runner 14 is mounted near the ceiling, the floor, and the opening frame 12a. Runner 1
Attachment 4 is made by drilling holes at the same pitch in the long side portion 14 a shown in FIG. 2 and driving a pin (not shown) inserted into the hole into the mortar wall 12. Thereafter, a long stud 15 is mounted between the runners 14 near the ceiling and the floor in the ranges M and N, and a short stud 15 is mounted between the runners 14 near the top of the opening frame 12a in the range S. .
【００１８】このとき、スタッド１５の上下端は図２に
示す長辺部１４ａと短辺部１４ｂとの間に挟持され、ｚ
方向へのみ移動可能となる。夫々のスタッド１５は、規
格による一定のピッチＰに近い間隔で仮の位置決めをし
て配置する。At this time, the upper and lower ends of the stud 15 are sandwiched between the long side portion 14a and the short side portion 14b shown in FIG.
It can move only in the direction. Each stud 15 is provisionally positioned and arranged at an interval close to a constant pitch P according to a standard.
【００１９】このあと、範囲Ｍ，Ｎにおける長い方のス
タッド１５を補強する目的で補強部材１６を取り付け
る。補強部材１６は規格によるピッチＰで位置決め手段
１７を形成した一定の長さ(４ｍ，３ｍ，２ｍ)のものが
準備されているので、必要に応じた長さのものを選択す
る。補強部材１６の取り付けはスタッド１５の位置決め
をしながら行なわれ、範囲Ｍ，Ｎにおける水平方向での
中央部を基準位置の張り出し側とし、張じまい側である
左端および右端へ向かって順に行われる。このときのス
タッド１５の位置決めは、補強部材１６の一対の突出部
１７ｄへスタッド１５を嵌め込みながら順次に行なわ
れ、これによりスタッド１５の位置が必然的に決定され
る。補強部材１６とスタッド１５との組み付けが終了し
たら、補強部材１６とスタッド１５との交差する部分に
皿ネジ２２をネジ込むことによって両者を結合する。Thereafter, a reinforcing member 16 is attached for the purpose of reinforcing the longer stud 15 in the ranges M and N. As the reinforcing members 16 are prepared with a predetermined length (4 m, 3 m, 2 m) in which the positioning means 17 are formed at a standard pitch P, a reinforcing member having a length as required is selected. The reinforcing member 16 is attached while the stud 15 is being positioned, and the center in the horizontal direction in the ranges M and N is set as the overhanging side of the reference position, and is sequentially performed toward the left end and the right end, which is the stretched side. At this time, the positioning of the studs 15 is sequentially performed while fitting the studs 15 into the pair of protrusions 17d of the reinforcing member 16, whereby the position of the studs 15 is necessarily determined. When the assembling of the reinforcing member 16 and the stud 15 is completed, the countersunk screw 22 is screwed into a portion where the reinforcing member 16 and the stud 15 intersect to connect the two.
【００２０】そして、例えば範囲Ｍの張じまい側である
左端でピッチＰに対してピッチが不足する場合(多くの
場合は不足する)は、図２のように張じまい側のひとつ
手前のスタッド１５のところで補強部材１６を切断し、
当該補強部材１６の下に、長い補強部材１６を切断して
得た短い補強部材１６を継ぎ足して寸法合わせを行う。
この場合、図２のように一対の突出部１７ｄ間に、張じ
まい側のスタッド１５を嵌合させた状態で、隣り合うス
タッド１５間に短い補強部材１６を橋渡しして補強部材
１６とスタッド１５とを皿ネジ２２によりネジ止めす
る。この作業は範囲Ｍの右端においても同様にして行な
い、この結果、範囲Ｍの両端でのピッチはＰよりも小さ
い（Ｐ1），（Ｐ1）となる。For example, when the pitch is insufficient with respect to the pitch P at the left end of the range M, which is the tight side (in many cases, is insufficient), as shown in FIG. Cut the reinforcing member 16 at
Under the reinforcing member 16, a short reinforcing member 16 obtained by cutting the long reinforcing member 16 is added to perform dimension adjustment.
In this case, as shown in FIG. 2, a short reinforcing member 16 is bridged between adjacent studs 15 in a state where the studs 15 on the stretched side are fitted between a pair of projecting portions 17d, and the reinforcing members 16 and the studs 15 are connected. Are screwed with flat head screws 22. This operation is similarly performed at the right end of the range M. As a result, the pitches at both ends of the range M are (P 1 ) and (P 1 ) smaller than P.
【００２１】範囲Ｎの張じまい側での補強部材１６の取
り付けも同様にして行い、このときの両端のピッチを夫
々（Ｐ2），（Ｐ2）とする。The mounting of the reinforcing member 16 on the stretched side in the range N is performed in the same manner, and the pitches at both ends at this time are (P 2 ) and (P 2 ), respectively.
【００２２】範囲Ｓにおいては補強部材を設けないの
で、隣り合うスタッド１５のピッチを（Ｐ3），Ｐ・・
・Ｐ，（Ｐ3）になるように直接にメジャーで測ってピ
ッチの設定を行う。Since no reinforcing member is provided in the range S, the pitch between the adjacent studs 15 is (P 3 ),
・ Pitch is set by measuring directly with a measure so that it becomes P, (P 3 ).
【００２３】このほか、図２における補強部材１６の突
出部１７dの長さをスタッド１５の奥行き方向の寸法よ
りも長く設定し、突出部１７dの先端をスタッド１５の
背後へ向かって曲げることにより、補強部材１６とスタ
ッド１５とを結合し、皿ネジ２２による結合は補強部材
１６の要所のみにすることもできる。スタッド１５とし
ては、必要に応じて幅Ｗの小さいものを用いてもよい。
また、ピッチＰより小さい間隔でスタッド１５を配置す
ることが必要な部分の補強には、範囲Ｍ，Ｎの左右端の
ように補強部材１６を切断して用いることで対応でき
る。In addition, by setting the length of the protruding portion 17d of the reinforcing member 16 in FIG. 2 longer than the depth of the stud 15, and bending the tip of the protruding portion 17d toward the back of the stud 15, The reinforcing member 16 and the stud 15 may be connected to each other, and the connection by the flathead screw 22 may be performed only at the important points of the reinforcing member 16. A stud 15 having a small width W may be used as needed.
Further, reinforcement of a portion where the studs 15 need to be arranged at intervals smaller than the pitch P can be dealt with by cutting and using the reinforcement member 16 like the left and right ends of the ranges M and N.
【００２４】使用する部品のほとんどはランナ１４とス
タッド１５であり、これらは既製品である市販品を用い
るので、下地枠のコストを従来に比べて大幅に低くする
ことができる。補強部材１６に位置決め手段１７を形成
したので、スタッド１５のピッチを設定しながら補強部
材１６を取り付ける際の施行スピードが大幅に向上し、
かつスタッド１５のピッチの寸法精度が高い。スタッド
１５を補強するための補強部材１６をスタッド１５に結
合するので、下地枠の強度が大きく補強部材の板厚は最
小限の板厚で済む。湿式工法ではないので乾燥のための
期間が不要であり、直ちに石膏ボード及び化粧部材の取
り付け工事が可能である。また、湿式工法ではないの
で、かびの問題や湿式工法を行なう場合の職人不足の問
題も解消される。 （ｂ）実施の形態２ 次に、実施の形態２について説明する。この実施の形態
は、実施の形態１において、補強部材のみを変更したも
のである。Most of the parts to be used are the runner 14 and the stud 15, and since these are off-the-shelf commercial products, the cost of the base frame can be significantly reduced as compared with the conventional case. Since the positioning means 17 is formed on the reinforcing member 16, the execution speed when attaching the reinforcing member 16 while setting the pitch of the stud 15 is greatly improved,
In addition, the dimensional accuracy of the pitch of the stud 15 is high. Since the reinforcing member 16 for reinforcing the stud 15 is connected to the stud 15, the strength of the base frame is large and the thickness of the reinforcing member can be minimized. Since it is not a wet method, a period for drying is not required, and the installation work of the gypsum board and the decorative member can be performed immediately. In addition, since the method is not the wet method, the problem of mold and the problem of shortage of craftsmen when performing the wet method are solved. (B) Second Embodiment Next, a second embodiment will be described. This embodiment is obtained by changing only the reinforcing member in the first embodiment.
【００２５】補強部材としては、補強部材１６に代えて
図４に示す補強部材１８が用いられる。補強部材１８
は、帯状の部材の両側を９０度に曲げて屈曲部１９，１
９を形成し、補強部材の曲げに対する強度を大きくした
ものである。そして、位置決め手段１７に代えて、位置
決め手段２０を設けたものである。即ち、屈曲部１９の
うちのスタッド１５が嵌まり込む位置には切欠部１９
ａ，１９ａが夫々形成されている。As the reinforcing member, a reinforcing member 18 shown in FIG. Reinforcing member 18
Is formed by bending both sides of the band-like member by 90 degrees to form bent portions 19,1.
9 to increase the strength of the reinforcing member against bending. Further, a positioning means 20 is provided instead of the positioning means 17. That is, the notch 19 is located at the position where the stud 15 of the bent portion 19 fits.
a and 19a are formed respectively.
【００２６】この場合は、図５に示すように補強部材１
８の切欠部１９ａにスタッド１５を嵌合することによっ
てスタッド１５同士の位置決めがなされる。そして、張
じまい側は実施の形態１の場合と同様にひとつ手前のス
タッド１５のところで補強部材１８が切断され、残りの
部分には実施の形態１で用いた補強部材１６が用いられ
る。In this case, as shown in FIG.
The studs 15 are positioned with respect to each other by fitting the studs 15 into the notches 19a. As in the case of the first embodiment, the reinforcing member 18 is cut at the immediately preceding stud 15 on the stretched side, and the reinforcing member 16 used in the first embodiment is used for the remaining portion.
【００２７】その他の構成，作用は実施の形態１と同じ
なので説明を省略する。 （ｃ）実施の形態３ 最後に、実施の形態３について説明する。この実施の形
態は、実施の形態２の補強部材に、実施の形態１の位置
決め手段１７を追加したものである。Other configurations and operations are the same as those of the first embodiment, and therefore the description is omitted. (C) Third Embodiment Finally, a third embodiment will be described. In this embodiment, the positioning means 17 of the first embodiment is added to the reinforcing member of the second embodiment.
【００２８】補強部材としては、図６に示す補強部材２
１が用いられる。補強部材２１は、図４の補強部材１８
に加えて幅方向での切欠部１９ａ，１９ａの間に、実施
の形態１と同じ位置決め手段１７を形成したものであ
る。即ち、位置決め手段１７，２０の双方の位置決め手
段によって、スタッド１５どうしの位置決めがなされ
る。As the reinforcing member, the reinforcing member 2 shown in FIG.
1 is used. The reinforcing member 21 corresponds to the reinforcing member 18 shown in FIG.
In addition, the same positioning means 17 as in the first embodiment is formed between the notches 19a in the width direction. That is, the positioning of the studs 15 is performed by both of the positioning means 17 and 20.
【００２９】この場合は、一対の切欠部１９ａおよび一
対の突出部１７ｄ間にスタッド１５が嵌めこまれる。そ
の他の構成，作用は実施の形態２と略同じなので説明を
省略する。In this case, the stud 15 is fitted between the pair of notches 19a and the pair of protrusions 17d. Other configurations and operations are substantially the same as those of the second embodiment, and therefore, description thereof is omitted.
【００３０】なお、実施の形態１〜３は下地枠を壁の下
地枠として用いた場合を示したが、これに限らず天井，
床に用いることもできる。また、スタッドとして横断面
形状が略コの字形の市販品を用いたが、略ロの字形や略
○字形の市販品を用いることもできる。更に、補強部材
１６とスタッド１５との結合のための手段は、ネジに限
るものではない。In the first to third embodiments, the case where the base frame is used as the base frame of the wall has been described.
It can also be used for floors. In addition, although a commercially available product having a substantially U-shaped cross-sectional shape is used as the stud, a commercially available product having a substantially rectangular shape or a substantially O shape may be used. Further, the means for connecting the reinforcing member 16 and the stud 15 is not limited to a screw.
【００３１】[0031]
【発明の効果】以上の説明からわかるように、請求項１
に係る下地枠によればランナとスタッドと補強部材とで
構成したので、構成部品の種類が少なく、下地枠が低コ
ストで作れる。特に、ランナは横断面形状が単純な略コ
字形状であって、スタッドはランナに嵌め込み得る略コ
の字形状やロの字形状等の形状であればいいので、コス
トの安い市販品(既製品)を用いることが可能であり、全
ての構成部品を個別の設計に基づくスチール金型を用い
て製造する従来の下地枠に比べて１／３〜１／５のコス
トで済む。As can be seen from the above description, claim 1
According to the base frame according to (1), since the runner, the stud and the reinforcing member are used, there are few types of components, and the base frame can be manufactured at low cost. In particular, the runner has a simple U-shape in cross section, and the stud only needs to be a U-shape or a R-shape that can be fitted into the runner. Product), which is one-third to one-fifth the cost of a conventional underframe where all components are manufactured using steel molds based on individual designs.
【００３２】請求項２，３に係る下地枠によれば、補強
部材に位置決め手段を設けたので、隣り合うスタッド同
士のピッチが自動的に設定され、ピッチの設定に要する
労力を小さくすることができて下地枠の施行時間が短く
なるだけでなく、下地枠の縦横の建付寸法が高精度に設
定される。According to the base frame of the second and third aspects, since the positioning means is provided on the reinforcing member, the pitch between the adjacent studs is automatically set, and the labor required for setting the pitch can be reduced. As a result, not only the working time of the base frame is shortened, but also the vertical and horizontal mounting dimensions of the base frame are set with high accuracy.
【００３３】請求項４，５に係る下地枠によれば、帯状
の部材を加工して位置決め手段を形成するので、補強部
材への位置決め手段の加工が低コストで行え、下地枠の
コストも低くなる。According to the base frame according to the fourth and fifth aspects, since the positioning means is formed by processing the belt-like member, the processing of the positioning means on the reinforcing member can be performed at low cost, and the cost of the base frame is also low. Become.
【図１】本発明による下地枠の実施の形態１に係り、
（ａ）は構成図、（ｂ）は（ａ）のＡ−Ａ矢視図。FIG. 1 relates to Embodiment 1 of an underframe according to the present invention,
(A) is a block diagram, (b) is the AA arrow view of (a).
【図２】本発明による下地枠の実施の形態１に係り、要
部の構成を示す斜視図。FIG. 2 is a perspective view showing a configuration of a main part according to the first embodiment of the base frame according to the present invention.
【図３】本発明による下地枠の実施の形態１における補
強部材を示す斜視図。FIG. 3 is a perspective view showing a reinforcing member of the base frame according to the first embodiment of the present invention.
【図４】本発明による下地枠の実施の形態２における補
強部材を示す斜視図FIG. 4 is a perspective view showing a reinforcing member of a base frame according to a second embodiment of the present invention.
【図５】本発明による下地枠の実施の形態２に係り、要
部の構成を示す斜視図。FIG. 5 is a perspective view showing a configuration of a main part according to a second embodiment of the underframe according to the present invention.
【図６】本発明による下地枠の実施の形態３における補
強部材を示す斜視図FIG. 6 is a perspective view showing a reinforcing member of a base frame according to a third embodiment of the present invention.
【図７】従来の下地枠を示す斜視図。FIG. 7 is a perspective view showing a conventional base frame.
【図８】従来の下地枠を構成する部品の斜視図。FIG. 8 is a perspective view of components constituting a conventional base frame.
１４…ランナ １５…スタッド １６…補強部材 ２２…皿ネジ 14 ... runner 15 ... stud 16 ... reinforcement member 22 ... countersunk screw
Claims (5)
対の横枠を構成するとともに横断面形状が略コの字形の
一対のランナと、前記ランナと略直角に配置されて両端
が前記ランナに嵌め込まれることによって縦枠を構成す
る複数のスタッドと、前記ランナと略平行に配置されて
前記スタッドに結合されることで前記スタッドを補強す
る補強部材と、で構成したことを特徴とする下地枠。1. A pair of runners attached to a slab to form a pair of substantially parallel horizontal frames, and a pair of runners having a substantially U-shaped cross section, and a pair of runners arranged at a right angle to the runner and having both ends at the both ends. A plurality of studs that form a vertical frame by being fitted into the stud, and a reinforcing member that is disposed substantially parallel to the runner and is connected to the stud to reinforce the stud. frame.
チを設定するための位置決め手段を設けたことを特徴と
する請求項１に記載の下地枠。2. A base frame according to claim 1, wherein said reinforcing member is provided with a positioning means for setting a pitch between said studs.
くとも一対設けたことを特徴とする請求項２に記載の下
地枠。3. The underframe according to claim 2, wherein at least one pair of said reinforcing members is provided in a state separated from each other.
とともに、前記補強部材の長さ方向での前記ピッチ毎に
打ち抜いた部分を一方側へ曲げて前記スタッドを嵌め込
むための一対の突出部を形成し、当該一対の突出部を前
記位置決め手段としたことを特徴とする請求項２又は３
に記載の下地枠。4. A band-shaped reinforcing member is used as the reinforcing member, and a pair of protrusions for fitting the stud by bending a portion punched at each pitch in a length direction of the reinforcing member to one side is provided. 4. The positioning device according to claim 2, wherein said pair of protrusions are used as said positioning means.
Underlay frame described in.
略９０度に曲げて屈曲部を形成したものを用いるととも
に、前記補強部材の長さ方向での前記ピッチ毎に前記ス
タッドを嵌め込むための切欠部を夫々の前記屈曲部に形
成し、当該一対の切欠部を前記位置決め手段としたこと
を特徴とする請求項２又は３に記載の下地枠。5. A belt-like member having a bent portion formed by bending both sides of the belt-like member at approximately 90 degrees as the reinforcing member, and fitting the stud at each pitch in the length direction of the reinforcing member. The base frame according to claim 2, wherein a notch is formed in each of the bent portions, and the pair of notches is used as the positioning means.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001154835A JP2002349039A (en) | 2001-05-24 | 2001-05-24 | Substrate frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001154835A JP2002349039A (en) | 2001-05-24 | 2001-05-24 | Substrate frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2002349039A true JP2002349039A (en) | 2002-12-04 |
Family
ID=18999115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001154835A Pending JP2002349039A (en) | 2001-05-24 | 2001-05-24 | Substrate frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2002349039A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016081058A (en) * | 2014-10-16 | 2016-05-16 | ジーイー・エナジー・プロダクツ・フランス・エスエヌセー | Thermoacoustic protective structure for rotary machine |
| KR20220146721A (en) * | 2021-04-23 | 2022-11-02 | 디엘이앤씨 주식회사 | H-shaped reinforcement and support frame for dry walls |
-
2001
- 2001-05-24 JP JP2001154835A patent/JP2002349039A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016081058A (en) * | 2014-10-16 | 2016-05-16 | ジーイー・エナジー・プロダクツ・フランス・エスエヌセー | Thermoacoustic protective structure for rotary machine |
| KR20220146721A (en) * | 2021-04-23 | 2022-11-02 | 디엘이앤씨 주식회사 | H-shaped reinforcement and support frame for dry walls |
| KR102591575B1 (en) * | 2021-04-23 | 2023-10-19 | 디엘이앤씨 주식회사 | H-shaped reinforcement and support frame for dry walls |
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