JPH09302809A - Panel construction method using wall panel and opened wall panel - Google Patents
Panel construction method using wall panel and opened wall panelInfo
- Publication number
- JPH09302809A JPH09302809A JP8139483A JP13948396A JPH09302809A JP H09302809 A JPH09302809 A JP H09302809A JP 8139483 A JP8139483 A JP 8139483A JP 13948396 A JP13948396 A JP 13948396A JP H09302809 A JPH09302809 A JP H09302809A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- load bearing
- panel
- opening
- base material
- 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)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、建築物の壁面と
して、耐力壁パネルの間に建てこまれる壁パネルの改良
と、開口部を有する壁パネルと耐力壁パネルとを組み合
わせた建築工法とに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improved wall panel built between load bearing wall panels as a wall surface of a building, and a construction method in which a wall panel having an opening and a load bearing wall panel are combined. .
【0002】[0002]
【従来の技術】本出願人が開発して既に開示された壁パ
ネル(特開平6−81410号、発明の名称・木造建築
物の軸組通しパネル)は、上下枠、縦枠、間柱などから
なる補強枠に、外下地材を取付けただけの半製品であ
り、先付けされた耐力壁パネルの間に、この半製品を現
場取付けして、内下地材を固定していた。そのため、予
め下地材を両面に取付けることができず、工場で完成品
の量産ができないばかりか、施工時間がかかってコスト
高の一因となっていた。2. Description of the Related Art A wall panel developed by the present applicant and already disclosed (Japanese Patent Laid-Open No. 6-81410, the title of the invention: a panel for inserting a wooden building) is composed of a vertical frame, a vertical frame, a stud, and the like. It was a semi-finished product in which the outer base material was simply attached to the reinforcing frame, and this semi-finished product was installed in the field between the bearing wall panels that were previously attached, and the inner base material was fixed. Therefore, the base material cannot be attached on both sides in advance, and not only the finished product cannot be mass-produced at the factory, but also it takes a long time for construction, which is one of the causes of the high cost.
【0003】又、市販のサッシなどの建具は、モジュ−
ル(柱間隔、即ち柱の中心間の距離)が900〜100
0mmであることを考慮して製作されており、壁パネル
に開口部を設けて、開口部に例えばサッシを取付ける
と、サッシの両袖の空間が少くなってしまう。そのた
め、補強に十分な部材を取付ける余裕がなくなって、強
固な開口部付き壁パネルが造れない欠点があった。Further, commercially available fittings such as sashes are modular.
(Column spacing, that is, the distance between the centers of columns) is 900 to 100
It is manufactured considering that it is 0 mm, and if an opening is provided in the wall panel and a sash is attached to the opening, the space between the sleeves of the sash becomes small. Therefore, there is a drawback that a sufficient wall member for reinforcement cannot be attached and a solid wall panel with an opening cannot be manufactured.
【0004】[0004]
【発明が解決しようとする課題】この発明が解決しよう
とする課題は、従来の壁パネルの欠点を解消して、工場
で下地材を両面に取付けた完成品を造れるようにすると
ともに、開口部を設けた壁パネルを取付けたとき、耐力
壁パネルとの間に有効に利用できる空隙を生み出すこと
にある。SUMMARY OF THE INVENTION The problem to be solved by the present invention is to eliminate the drawbacks of conventional wall panels so that a finished product can be produced in which a base material is attached on both sides in a factory, and an opening is formed. When the wall panel provided with is attached, it is to create a space that can be effectively used between the wall panel and the load bearing wall panel.
【0005】[0005]
【課題を解決するための手段】この発明の壁パネルの特
徴は、耐力壁パネルの柱と同じ幅の両側の縦部材に、内
下地材と外下地材とが取付けられていることにある。A feature of the wall panel of the present invention is that the inner base material and the outer base material are attached to the vertical members on both sides having the same width as the columns of the load bearing wall panel.
【0006】又、この壁パネルに開口部を設けた、開口
部付き壁パネルを用いるパネル工法の特徴は、前記壁パ
ネルを、耐力壁パネルと耐力壁パネルとの間に、配管ス
ペ−スが設けられる空隙を設けて建て込むことにある。[0006] Further, a feature of the panel construction method using a wall panel with an opening in which an opening is provided in this wall panel is that a pipe space is provided between the load bearing wall panel and the load bearing wall panel. The purpose is to build a space that is provided.
【0007】[0007]
【発明の実施の形態】1はこの発明に係る、サッシを取
付けた外壁用開口部付きの壁パネルで、図2ないし図5
で詳細に示すように、両側の縦部材2、上枠3、下枠
4、左右の縦枠5、間柱6、上下のサッシ取付枠7、内
下地材8、外下地材9、断熱材10からなる。11は建
具のサッシを取付けるための開口部で、この開口部11
にサッシ12(図面ではあらわしていないが、ガラス窓
などを取付けたままでもよく、又ガラス窓を現場で取付
けてもよい)、額縁13が固定されている。なお、額縁
13は現場取付けしてもよいし、左右の縦枠5は省略す
ることもできる。BEST MODE FOR CARRYING OUT THE INVENTION 1 is a wall panel with an opening for an outer wall, to which a sash is attached, according to the present invention.
As will be described in detail below, the vertical members 2 on both sides, the upper frame 3, the lower frame 4, the left and right vertical frames 5, the studs 6, the upper and lower sash mounting frames 7, the inner base material 8, the outer base material 9, and the heat insulating material 10. Consists of. 11 is an opening for attaching the sash of the fitting, and this opening 11
A sash 12 (not shown in the drawing, a glass window or the like may be left attached or a glass window may be attached on site), and a frame 13 are fixed. The frame 13 may be installed on site, or the left and right vertical frames 5 may be omitted.
【0008】縦部材2は、後述する耐力壁パネルに用い
られている柱と同じ太さのものが用いられるが、幅が前
記柱と同じであれば半柱などを用いてもよい。内下地材
8は、石膏ボ−ドなどの仕上げ用下地材が用いられ、壁
パネル1を外側から建築物の横架材に取付けられるよ
う、その高さが縦部材2と等しく形成され、又、合板等
を用いた外下地材9は、横架材に取付けるため、内下地
材8より上下に延出している。但し、内壁用壁パネルで
は、内下地材8、外下地材9は縦部材2と同じ高さで、
ともに石膏ボ−ドなどの仕上げ用下地材を用いる。The vertical member 2 has the same thickness as a column used in a load bearing wall panel described later, but a half column or the like may be used if the width is the same as the column. As the inner base material 8, a finish base material such as a gypsum board is used, and its height is formed to be the same as that of the vertical member 2 so that the wall panel 1 can be attached to the horizontal material of the building from the outside. The outer base material 9 made of plywood or the like extends above and below the inner base material 8 in order to be attached to the horizontal member. However, in the wall panel for the inner wall, the inner base material 8 and the outer base material 9 have the same height as the vertical member 2,
Both use a finishing base material such as a gypsum board.
【0009】市販のサッシ12は、1000mmモジュ
−ルを基準としたものをそのまま利用するので、左右の
縦部材2の間隔P1は2000mmに設定されている。Since the commercially available sash 12 based on the 1000 mm module is used as it is, the interval P1 between the left and right vertical members 2 is set to 2000 mm.
【0010】図示しないが、開口部11を設けない場合
には、サッシ取付枠7、サッシ12、額縁13は勿論不
要であり、間柱6を上枠3、下枠4に連続して設けた
り、必要に応じて横桟を設けるとよい。開口部付き壁パ
ネル1、開口部のない壁パネルは、ともに工場で完成品
として生産される。Although not shown, if the opening 11 is not provided, the sash mounting frame 7, the sash 12, and the frame 13 are of course unnecessary, and the stud 6 is provided continuously to the upper frame 3 and the lower frame 4, A horizontal rail may be provided if necessary. Both the wall panel 1 with an opening and the wall panel without an opening are produced as finished products at the factory.
【0011】この開口部付き壁パネル1は、図1のよう
に耐力壁パネル21、22の間に建てこまれるのである
が、この発明ではモジュ−ルを1220mmに設定して
あり、従って、耐力壁パネル21、22の柱23a、2
3b、及び24a、24bの柱間隔P2は、それぞれ1
220mmである。そして耐力壁21、22の対向する
柱23b、24aの間隔P3は、2440mmに設定さ
れている。The wall panel 1 with an opening is built between the load bearing wall panels 21 and 22 as shown in FIG. 1. In the present invention, however, the module is set to 1220 mm, so The pillars 23a, 2 of the wall panels 21, 22
The column spacing P2 of 3b and 24a, 24b is 1
It is 220 mm. And the space | interval P3 of the pillars 23b and 24a which the bearing walls 21 and 22 oppose is set to 2440 mm.
【0012】そこで、耐力壁パネル21と開口部付き壁
パネル1との間、及び開口部付き壁パネル1と耐力壁パ
ネル22との間には、それぞれ220mmの間隙29が
生じることになる。この間隙29は、配線、給排水配管
などの配管スペ−スとして利用できるので、配線などの
作業の完了後、現場張りとして仕上げる。Therefore, a gap 29 of 220 mm is formed between the load bearing wall panel 21 and the wall panel 1 with an opening, and between the wall panel 1 with an opening and the load bearing wall panel 22, respectively. Since this gap 29 can be used as a piping space for wiring, water supply / drainage piping, etc., it is finished as on-site tension after the completion of wiring work.
【0013】なお、耐力壁パネル21は、左右の柱23
a、23b、間柱25などの補強材、断熱材26、石膏
ボ−ドなどの内下地材27、合板などの外下地材28か
らなり、工場で完成品として生産される。耐力壁22も
耐力壁21と同じ構造で、左右の柱24a、24b、図
示しない間柱、断熱材26、内外下地材からなる。但し
耐力壁パネルには、通し柱に取付けられるようにしたも
のもあり、この場合、柱23a、24bは設けられてい
ない。The load-bearing wall panel 21 includes the right and left columns 23.
a, 23b, a reinforcing material such as a stud 25, a heat insulating material 26, an inner base material 27 such as a gypsum board, and an outer base material 28 such as plywood. The load bearing wall 22 also has the same structure as the load bearing wall 21, and includes left and right columns 24a and 24b, studs (not shown), a heat insulating material 26, and inner and outer base materials. However, some load-bearing wall panels may be attached to through columns, in which case columns 23a and 24b are not provided.
【0014】ここで、開口部付き壁パネル1の縦部材間
隔P1は、サッシ12を市販のものを使用するため、サ
ッシの寸法に規制される。しかし、耐力壁パネル21、
22の柱間隔P2は、上記した実施の形態で説明した1
220mmに限定されない。又、開口部付き壁パネル1
の縦部材間隔P1は、耐力壁21、22と開口部付き壁
パネル1との間に生じる間隙29に、十分な配管スペ−
スがとれ、かつ、開口部付き壁パネル1に耐力壁パネル
21、22の柱23aなどと同じ幅の縦部材2を取付け
られる間隔であればよい。Here, the vertical member spacing P1 of the wall panel 1 with openings is regulated by the size of the sash because a commercially available sash 12 is used. However, the load bearing wall panel 21,
The column pitch P2 of 22 is 1 as described in the above embodiment.
It is not limited to 220 mm. Also, the wall panel with an opening 1
The vertical member interval P1 is sufficient for the space 29 between the load bearing walls 21 and 22 and the wall panel 1 with openings.
It suffices if the space is sufficient and the vertical member 2 having the same width as the columns 23a of the load-bearing wall panels 21 and 22 can be attached to the wall panel 1 with openings.
【0015】建具としては、サッシ12と同様にドア、
ふすま、障子なども用いられ、内壁用の開口部付き壁パ
ネルも、前述の内壁用の壁パネルを利用して外壁用のも
のと同様に製造できる。As the fitting, a door, like the sash 12,
Bran, shoji, etc. are also used, and the wall panel with an opening for the inner wall can be manufactured in the same manner as the outer wall by using the wall panel for the inner wall described above.
【0016】[0016]
【発明の効果】壁パネルは、工場でその両面に下地材を
取付けた強固な完成品を製造でき、しかもサッシ、ドア
等の建具を取付けた状態の完成品を工場生産できるの
で、コストダウン、工期の短縮が図れるうえ、両側に耐
力壁パネルの柱と同じ太さの縦部材を取付ければ強固に
形成できる。EFFECTS OF THE INVENTION The wall panel can be manufactured in the factory to have a strong finished product with the base material attached on both sides thereof, and further, the finished product can be produced in the factory with fittings such as sashes, doors, etc. In addition to shortening the construction period, it can be firmly formed by attaching vertical members with the same thickness as the columns of the load bearing wall panel on both sides.
【0017】従来のように、パネルを隙間なく連続して
建て込むときのキシミ、セリ合い等がなく、スム−スに
建て込むことができるうえ、隣合ったパネルを順に建て
込む必要がなく、耐力壁パネルの間に開口部つき壁パネ
ルを建て込むとき、どのパネルからでも建て込むことが
できる。従って、運搬にあたりパネル積込の順序を考慮
する必要がないため、有利である。Unlike the prior art, there is no crease or sticking when continuously building the panels without a gap, and the panels can be installed smoothly, and it is not necessary to build adjacent panels in order. When building a wall panel with openings between load bearing wall panels, it can be built from any panel. Therefore, it is advantageous because it is not necessary to consider the order of loading the panels during transportation.
【0018】開口部付き壁パネルを、十分な間隔をおい
て取付けられた耐力壁の間に建て込むので、耐力壁との
間に生じる間隙に配管スペ−スがとれる。Since the wall panel with openings is built between the bearing walls attached with sufficient space, the space between the bearing wall and the bearing wall can be secured.
【図1】耐力壁パネルと耐力壁パネルとの間に、サッシ
を取付けた開口部付き壁パネルを建て込んだ状態の平面
略図である。FIG. 1 is a schematic plan view showing a state in which a wall panel with an opening to which a sash is attached is built between a load bearing wall panel and a load bearing wall panel.
【図2】サッシを取付けた開口部付き壁パネルの一部欠
截正面図で、内側から見た状態を示す。FIG. 2 is a partially cutaway front view of a wall panel with an opening to which a sash is attached, showing a state seen from the inside.
【図3】図2の背面図である。FIG. 3 is a rear view of FIG.
【図4】図2の平面図である。FIG. 4 is a plan view of FIG. 2;
【図5】図3の側面縦断面図である。5 is a side vertical cross-sectional view of FIG.
1 サッシを取付けた開口部付き壁パネル 2 縦部材 7 サッシ取付枠 8 内下地材 9 外下地材 12 サッシ 21、22耐力壁パネル 23a、23b、24a、24b柱 29 間隙 1 Wall panel with an opening to which a sash is attached 2 Vertical member 7 Sash mounting frame 8 Inner base material 9 Outer base material 12 Sash 21, 22 Bearing wall panel 23a, 23b, 24a, 24b Column 29 Gap
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 604 E04B 2/56 604F 605 605E 605J 611 611C 621 621A 641 641G 645 645B E04C 2/46 A ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical indication location E04B 2/56 604 E04B 2/56 604F 605 605E 605J 611 611C 621 621A 641 641G 645 645B E04C 2/46 A
Claims (4)
材に、内下地材と外下地材とが取付けられている壁パネ
ル。1. A wall panel in which an inner base material and an outer base material are attached to vertical members on both sides having the same width as columns of a load bearing wall panel.
請求項1の壁パネル。2. The wall panel according to claim 1, wherein the wall panel is provided with an opening.
求項2の壁パネル。3. The wall panel according to claim 2, wherein a fitting is attached to the opening.
材に、内下地材と外下地材とを取付けられた開口部付き
壁パネルを、耐力壁パネルと耐力壁パネルとの間に、配
管スペ−スが設けられる空隙を設けて建て込む、開口部
付き壁パネルを用いたパネル工法。4. A wall panel with an opening having an inner base material and an outer base material attached to vertical members on both sides having the same width as a pillar of the load bearing wall panel, and between the load bearing wall panel and the load bearing wall panel. A panel construction method using a wall panel with an opening, in which a space for providing a piping space is provided and built.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8139483A JPH09302809A (en) | 1996-05-09 | 1996-05-09 | Panel construction method using wall panel and opened wall panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8139483A JPH09302809A (en) | 1996-05-09 | 1996-05-09 | Panel construction method using wall panel and opened wall panel |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09302809A true JPH09302809A (en) | 1997-11-25 |
Family
ID=15246310
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8139483A Pending JPH09302809A (en) | 1996-05-09 | 1996-05-09 | Panel construction method using wall panel and opened wall panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09302809A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7398627B2 (en) | 2003-09-09 | 2008-07-15 | Riken-Yamamoto & Field Shop Co., Ltd. | Lattice panel and a lattice panel constructing method |
-
1996
- 1996-05-09 JP JP8139483A patent/JPH09302809A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7398627B2 (en) | 2003-09-09 | 2008-07-15 | Riken-Yamamoto & Field Shop Co., Ltd. | Lattice panel and a lattice panel constructing method |
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