JPH0411142A - Framing material of wall - Google Patents
Framing material of wallInfo
- Publication number
- JPH0411142A JPH0411142A JP11208990A JP11208990A JPH0411142A JP H0411142 A JPH0411142 A JP H0411142A JP 11208990 A JP11208990 A JP 11208990A JP 11208990 A JP11208990 A JP 11208990A JP H0411142 A JPH0411142 A JP H0411142A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- continuous
- tenon
- vertical frame
- vertical
- 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
- 239000000463 material Substances 0.000 title claims abstract description 15
- 238000009432 framing Methods 0.000 title claims description 5
- 238000000034 method Methods 0.000 description 4
- 238000005192 partition Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000011122 softwood Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔発明の目的〕
（産業上の利用分野）
この発明は建築構造の耐力壁以外で、建築内部の空間を
分割する間仕壁や壁下地等を構成する枠組材に関する。[Detailed Description of the Invention] [Objective of the Invention] (Industrial Application Field) This invention relates to a framework material that constitutes a partition wall that divides space inside a building, a wall base, etc., other than load-bearing walls of a building structure. .
（従来の技術）
従来量仕壁や壁下地を構築するには、上枠、下枠、縦枠
及び横枠を現場の状況に合わせて、所定の寸法に切断し
、コンクリートスラブの上げ裏に上枠を、コンクリート
床面に下枠をそれぞれ固定して、それらに縦枠及び横枠
並びに縦枠のみを殆どすべて釘打ち（釘の斜め打ち又は
Ｕ型の釘をエアタッカ−等で打ち込む）で固定するが、
その接合部は突付け、胴材は等の接合方法を採用してい
た。(Conventional technology) To construct a conventional partition wall or wall base, the upper frame, lower frame, vertical frame, and horizontal frame are cut to the specified dimensions according to the site conditions, and then placed on the back of the raised concrete slab. Fix the upper frame and the lower frame to the concrete floor respectively, and nail almost all of the vertical frame, horizontal frame, and vertical frame (drive the nails diagonally or drive U-shaped nails with an air tacker, etc.). Fixed, but
The joints were joined by butting, and the body materials were joined using methods such as poking.
（発明が解決しようとする問題点）
現場では、仕口加工（２部材をある角度をもたせて継ぐ
接合部）がしにくい為、突付けただけの接合部を既述の
釘打ち又はタッカ−打ちで打着する接合方法を採用して
いたが、これでは、耐力壁と異なる間仕切壁とはいえ、
接合部の強度が小さいという欠点があり、又、壁の枠組
を突付は接合で構築する為、各部材をそれぞれ採寸カッ
トするのに多くの手間が掛かつていた。(Problem to be Solved by the Invention) In the field, it is difficult to perform joint processing (joint parts where two members are joined at a certain angle), so the joints that are just poked can be made using nailing or tacker as described above. The joining method used was hammering, but this method was not suitable for partition walls, which are different from load-bearing walls.
There is a drawback that the strength of the joints is low, and since the wall framework is constructed by butting and joining, it takes a lot of time to measure and cut each member.
殊に接合部の強度不足を補う必要から、ことさらに横枠
を組み入れて、水平荷重や衝撃力に抵抗させなければな
らず、その為の切組みは大変面倒であった。In particular, in order to compensate for the lack of strength in the joints, it was necessary to incorporate horizontal frames to resist horizontal loads and impact forces, and cutting for this was extremely troublesome.
又、現場に於て、上枠又は下枠をコンクリートスラブの
上げ裏又はコンクリート床面に固定する場合、それぞれ
のコンクリート面に上枠又は下枠を直付けし、コンクリ
ート釘を打ち込んで打着するので、打ち上がったコンク
リート面の不陸やパリの影響を受けて、上枠と下枠との
内法寸法はスパン間で誤差を生じ易く、施工の段階で内
法寸法に変更を来し、現場サイドで急場を凌いでいた。In addition, when fixing the upper frame or lower frame to the raised back of a concrete slab or concrete floor surface at the site, attach the upper frame or lower frame directly to the respective concrete surface and drive concrete nails to secure it. Therefore, due to the unevenness of the concrete surface and the effects of cracks, errors in the internal dimensions of the upper and lower frames tend to occur between spans, resulting in changes to the internal dimensions during the construction stage. He was outperforming the emergency situation on the field side.
（問題点を解決するための手段）
そこで、この発明は上記の欠点を除去すため、壁の枠組
を構成する上枠、下枠及び縦枠に於て、上枠及び下枠の
それぞれの片面に、材軸方向に互って連続ほぞを突設し
、縦枠の上端及び下端には、連続ほぞに嵌合するほぞ受
け溝を穿設したことを特徴とする壁の枠組材を提供する
ものである。(Means for Solving the Problems) Therefore, in order to eliminate the above-mentioned drawbacks, the present invention provides for the upper frame, the lower frame, and the vertical frame constituting the wall framework to have one side of each of the upper frame and the lower frame. To provide a wall framing material characterized in that continuous tenons are provided mutually protruding in the axial direction of the material, and tenon receiving grooves that fit into the continuous tenons are bored at the upper and lower ends of the vertical frame. It is something.
尚、縦枠の上端と下端に形設するほぞ受け溝のうち少な
くとも一方を、上枠又は下枠に突設する連続ほぞの高さ
より深いほぞ受け溝として良い。Note that at least one of the mortise receiving grooves formed at the upper end and the lower end of the vertical frame may be a mortise receiving groove deeper than the height of the continuous tenon projecting from the upper frame or the lower frame.
（実施例〉
以下、この発明の一実施例を説明すると、鉄筋コンクリ
ート構造等のコンクリートスラブク８〉の上げ裏（９）
には上枠（１）を、コンクリート床面（ｌＯ）には下枠
（２）をそれぞれコンクリート釘（１１）で固定し、そ
の固定した上枠（１）と下枠（２）との間に、縦枠（３
）を組入れて構築する壁の枠組に於て、材軸に直角方向
の断面が凸形となるように上枠〈１）及び下枠（２）の
それぞれの片面のみに、その材軸方向の全般に互って連
続はぞ（４） （５）を突設し、縦枠（３）の上端又
は下端には、上枠（１）又は下枠（２）の連続はぞ（４
） （５）にそれぞれ嵌合するほぞ受け溝（６）
（７）を穿設し、特に上枠（１）の連続はぞ（４）に嵌
合するほぞ受け渭（６）を、上枠（１）に突設する連続
ほぞの高さより深いほぞ受け溝としたことを特徴とする
壁の枠組材である。(Example) Hereinafter, an example of the present invention will be described.
The upper frame (1) is fixed to the concrete floor surface (lO), and the lower frame (2) is fixed to the concrete floor surface (lO) with concrete nails (11), and the space between the fixed upper frame (1) and the lower frame (2) is fixed. In the vertical frame (3
), in which the cross section perpendicular to the timber axis is convex, only on one side of each of the upper frame (1) and the lower frame (2), in the direction of the timber axis. In general, continuous grooves (4) and (5) are provided protruding from each other, and the continuous grooves (4) of the upper frame (1) or the lower frame (2) are provided at the upper or lower end of the vertical frame (3).
) (5) and tenon receiving grooves (6) that fit into each
(7), and in particular, a tenon receiver (6) that fits into the continuous groove (4) of the upper frame (1) is deeper than the height of the continuous tenon protruding from the upper frame (1). This is a wall framing material characterized by grooves.
尚、各枠組材は挽材を用いるが、単板を積層した針葉樹
単板積層材（ＬＶＬ）を用いても良い。Although sawn timber is used for each frame material, laminated softwood veneer lumber (LVL) made by laminating veneers may also be used.
（作用）
上記のように、現場での組立て寸法に応じて、予め工場
等で切組みされた枠組材を用いることで、枠組を構成す
る各々の接合部をほぞとほぞ受け溝で収めた上、釘止め
できるので、水平剛性を確保し、壁の枠組全体の耐力効
果を増大できる。(Function) As mentioned above, by using framework materials that are pre-cut in a factory etc. according to the assembly dimensions on site, each joint that makes up the framework is fitted with a tenon and tenon receiving groove. Since it can be nailed, horizontal rigidity can be ensured and the load-bearing effect of the entire wall framework can be increased.
内法寸法の誤差又は変更に対処できる程の長さのゆとり
ある縦枠（３）のほぞ受け溝（６）を、上枠（１）の連
続はぞ（４）の高さより深いほぞ受け溝（６）とするこ
とで、内法寸法の変位に応じて、はぞ受け溝（６）を形
成する端部を切り落とし、はぞ受け溝（６）の形態を残
存させた格好で縦枠（３）の長さを調製できる。The tenon receiving groove (6) of the vertical frame (3) is long enough to accommodate errors or changes in internal dimensions, and the tenon receiving groove is deeper than the height of the continuous groove (4) of the upper frame (1). (6), the end forming the groove receiving groove (6) is cut off according to the displacement of the inner dimension, and the vertical frame ( 3) The length can be adjusted.
尚、枠組材にＬＶＬを用いた場合には、構築後の枠組全
体の反り、狂いがなく安定した下地ができる。In addition, when LVL is used as the framework material, a stable base is created without warping or deformation of the entire framework after construction.
これにより、上枠及び下枠と縦枠との接合部に、現場に
於ていちいち仕口加工を施す手間が解消され、各々の接
合部の強度が突付けの釘止め接合に比べ増大するので、
横枠を省略でき経済的であり、釘の斜め打ちや反力の取
りにくい箇所である側面に向けてのタッカ−打ち等のよ
うな熟練を要する技術を必要とせず、短時間で強度のあ
る枠組を構築でき、はぞ受け溝を形成する端部を切り落
としても、はぞ受け溝の形態は残存するので、はぞとほ
ぞ受け溝で組み合わせる接合形態を損ねることなく、現
場での内法寸法の誤差又は変更に対処できるという数々
の多大な効果を奏する。This eliminates the need to perform joint processing on-site at the joints between the upper and lower frames and the vertical frame, and increases the strength of each joint compared to a butted nailed joint. ,
It is economical because the horizontal frame can be omitted, and it does not require skilled techniques such as driving nails diagonally or hitting the side with a tacker where it is difficult to take the reaction force, and it is strong in a short time. Even if the framework is constructed and the ends forming the chisel and tenon grooves are cut off, the form of the chisel and tenon grooves will remain, so it can be easily used on-site without impairing the joint form of the chisel and tenon groove. This has many great effects in that it can deal with dimensional errors or changes.
第１図は正面図であり、第２図は中間省略して示すＡ−
Ａ線側面図であり、第３図は中間省略して示す縦枠の側
面図である。Fig. 1 is a front view, and Fig. 2 shows A- with the middle part omitted.
It is a side view on line A, and FIG. 3 is a side view of the vertical frame with the middle part omitted.
Claims (2)
上枠及び下枠のそれぞれの片面に、材軸方向に亙って連
続ほぞを突設し、縦枠の上端及び下端には、連続ほぞに
嵌合するほぞ受け溝を穿設したことを特徴とする壁の枠
組材。(1) In the upper frame, lower frame, and vertical frame that make up the wall framework,
A continuous tenon is provided on one side of each of the upper frame and lower frame in the direction of the material axis, and a tenon receiving groove that fits into the continuous tenon is bored at the upper and lower ends of the vertical frame. Framing materials for walls.
なくとも一方を、上枠又は下枠に突設する連続ほぞの高
さより深いほぞ受け溝としたことを特徴とする特許請求
の範囲第１項記載の枠組材。(2) A patent claim characterized in that at least one of the mortise receiving grooves formed at the upper and lower ends of the vertical frame is a mortise receiving groove deeper than the height of the continuous tenon protruding from the upper frame or the lower frame. Framing materials as described in Scope 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11208990A JPH0411142A (en) | 1990-04-26 | 1990-04-26 | Framing material of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11208990A JPH0411142A (en) | 1990-04-26 | 1990-04-26 | Framing material of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0411142A true JPH0411142A (en) | 1992-01-16 |
Family
ID=14577827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11208990A Pending JPH0411142A (en) | 1990-04-26 | 1990-04-26 | Framing material of wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0411142A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0651314U (en) * | 1992-12-18 | 1994-07-12 | 株式会社イトーキクレビオ | Connection structure with corner support |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62264245A (en) * | 1986-05-09 | 1987-11-17 | 株式会社新洋 | Room partitioning wall structure |
| JPS62264246A (en) * | 1986-05-12 | 1987-11-17 | 株式会社新洋 | Room partitioning wall structure |
-
1990
- 1990-04-26 JP JP11208990A patent/JPH0411142A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62264245A (en) * | 1986-05-09 | 1987-11-17 | 株式会社新洋 | Room partitioning wall structure |
| JPS62264246A (en) * | 1986-05-12 | 1987-11-17 | 株式会社新洋 | Room partitioning wall structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0651314U (en) * | 1992-12-18 | 1994-07-12 | 株式会社イトーキクレビオ | Connection structure with corner support |
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