JPS592243Y2 - hanging wall structure - Google Patents
hanging wall structureInfo
- Publication number
- JPS592243Y2 JPS592243Y2 JP10589579U JP10589579U JPS592243Y2 JP S592243 Y2 JPS592243 Y2 JP S592243Y2 JP 10589579 U JP10589579 U JP 10589579U JP 10589579 U JP10589579 U JP 10589579U JP S592243 Y2 JPS592243 Y2 JP S592243Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- sagging
- lower edge
- pillars
- entire length
- 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.)
- Expired
Links
Landscapes
- Door And Window Frames Mounted To Openings (AREA)
Description
【考案の詳細な説明】
本考案は、上梓部分がアーチ型の開口部の上方に形成さ
れるたれ壁構造に関するもので、その目的は、たれ壁土
体とその下端部に設けられる内法長押材の間に隙間を生
じることなく、たれ壁土体の下端部が外観良く納められ
、施工も極めて簡単なたれ壁構造を提供することである
。[Detailed description of the invention] The present invention relates to a leaning wall structure in which the upper part is formed above an arch-shaped opening.The purpose of the invention is to To provide a hanging wall structure in which the lower end of a hanging wall earth body is housed with good appearance without creating a gap between materials, and which is extremely easy to construct.
以下、本考案を図面に基いて説明する。Hereinafter, the present invention will be explained based on the drawings.
第１図、第２図（第１図におけるＸ−Ｘ断面図）、第３
図は本考案の一実施例を示すものである。Figure 1, Figure 2 (X-X sectional view in Figure 1), Figure 3
The figure shows an embodiment of the present invention.
該実施例のたれ壁構造は、両側方に柱１を有する開口部
２内の上方に、前後面が壁板３にて覆われたたれ壁土体
４を形威し、該たれ壁土体４の両壁板３の下縁全長を略
半円弧状に上方へ湾曲せしめ、他方、合成樹脂製中空型
材を前記両壁板３の下縁に適合するように湾曲せしめそ
の外上面に全長に亘る二条の凹溝５を設けて内法長押材
６ど腰該内法長押材６をたれ壁土体４の下端部に凹溝５
を壁板３の下縁に嵌合させて取付け、内法長押材６の両
端部間ロアに支持キャップ８を嵌着し、該支持キャップ
８を柱１に固着せしめてなるものである。The sagging wall structure of this embodiment has a sagging wall earth body 4 whose front and back surfaces are covered with wall plates 3 above an opening 2 having pillars 1 on both sides. The entire length of the lower edges of both wall panels 3 in No. 4 is curved upward in a substantially semicircular arc shape, and on the other hand, a hollow molded material made of synthetic resin is curved to fit the lower edges of both wall panels 3 and its outer upper surface extends over the entire length. Two concave grooves 5 are provided in the lower end of the wall earth body 4 to allow the inner long studs 6 to be placed at the waist.
is fitted and attached to the lower edge of the wall plate 3, a support cap 8 is fitted to the lower portion between both ends of the inner longitudinal bar 6, and the support cap 8 is fixed to the column 1.
該実施例においては、壁板３は合板で、内法長押材６は
合成樹脂を筒状に押出成形し、熱をがけて湾曲せしめた
ものであり、支持キャップ８は合成樹脂を射出成形した
もので、内法長押材６の端部間ロアに挿入される突出部
９と固着用の打込釘１０が挿通される透孔１１を有する
ものである。In this embodiment, the wall board 3 is made of plywood, the inner length bar 6 is made of synthetic resin extruded into a cylindrical shape and curved by applying heat, and the support cap 8 is made of injection molded synthetic resin. It has a protrusion 9 that is inserted into the lower part between the ends of the inner length bar 6 and a through hole 11 through which a nail 10 for fixing is inserted.
したがって該実施例においては、壁板３の下縁が切断さ
れて多少粗くなっていても、該下縁は内法長押材６の凹
溝５内に納められ、しかも内法長押材６は合成樹脂製中
空型材であるので、その弾性によって壁板３の下縁は凹
溝５内に弾接状態に納められ、それ故、たれ壁土体４と
内法長押材６との間は密封された状態で隙間を生じるこ
とがなく、たれ壁土体４の下端部が外観良く納められる
ものである。Therefore, in this embodiment, even if the lower edge of the wall board 3 is cut and becomes somewhat rough, the lower edge is accommodated in the groove 5 of the inner long bar 6, and the inner long bar 6 is made of synthetic material. Since it is a hollow resin material, its elasticity allows the lower edge of the wall board 3 to be placed in elastic contact within the groove 5, so that the space between the sagging wall earth body 4 and the internal long support member 6 is sealed. The lower end portion of the sagging wall earth body 4 can be accommodated with a good appearance without creating a gap when the wall is in a closed state.
又該実施例においては、上述したように、たれ壁土体４
と内法長押材６の間に隙間を生じることがないので、両
者の間には特別の固着手段を必要とせず、内法長押材６
の両端部間ロアに支持キャップ８を嵌着し該支持キャッ
プ８を柱１に固着するだけで施工は完了するものである
。Further, in this embodiment, as mentioned above, the sagging wall earth body 4
Since no gap is created between the inner length bar 6 and the inner length bar 6, no special fixing means is required between the two.
Construction is completed by simply fitting the support cap 8 between the lower ends of the support cap 8 and fixing the support cap 8 to the pillar 1.
なお本考案においては、第４図に示す実施例の如く合成
樹脂製中空型材である内法長押材６が筒状でなくても良
く、又該実施例の如く、内法長押材６の外表面には、木
材では得ることが困難な変化に富んだ様相を合成樹脂の
押出成形によって簡単に得ることができるという利点も
ある。In the present invention, the inner long press 6, which is a hollow synthetic resin material, does not have to be cylindrical as in the embodiment shown in FIG. Another advantage of the surface is that a variety of features that are difficult to obtain with wood can be easily obtained by extrusion of synthetic resin.
上述の如く、本考案のたれ壁構造においては、たれ壁土
体の壁板の下縁が切断されて多小粗くなっていても、該
下縁は内法長押材の凹溝内に納められ、しかも内法長押
材は合成樹脂製中空型材であるので、その弾性によって
壁板の下縁は凹溝内に弾接状態に納められ、それ故、た
れ壁土体と内法長押材との間は密封された状態で隙間を
生じることがなく、たれ壁土体の下端部が外観良く納め
られ、又、たれ壁土体と内法長押材の間には特別の固着
手段を必要とせず、内法長押材の両端部開口に支持キャ
ップを嵌着し該支持キャップを柱に固着するだけで施工
が完了するものである。As mentioned above, in the leaning wall structure of the present invention, even if the lower edge of the wall plate of the leaning wall earth body is cut and becomes somewhat rough, the lower edge can be accommodated in the groove of the internal long brace. Moreover, since the internal long beam is a hollow shaped material made of synthetic resin, its elasticity allows the lower edge of the wall board to be placed in elastic contact within the groove, and therefore, the sagging wall earth body and the internal long beam are in contact with each other. The space between the walls is sealed and there is no gap, and the lower end of the sagging wall earth body is housed with a good appearance, and no special fixing means is required between the sagging wall earth body and the internal long beams. Construction can be completed by simply fitting support caps into the openings at both ends of the inner longitudinal bar and fixing the support caps to the pillars.
第１図は本考案の一実施例を示す正面図、第２図は第１
図におけるＸ−Ｘ断面図、第３図は第１図に示す実施例
の要部分解斜視図、第４図は本考案の上記とは別の実施
例を示す要部断面斜視図である。
図において、１は柱、２は開口部、３は壁板、４はたれ
壁土体、５は凹溝、６は内法長押材、７は端部開口、８
は支持キャップ、９は突出部、１０は打込釘、１１は透
孔である。Fig. 1 is a front view showing one embodiment of the present invention, and Fig. 2 is a front view showing an embodiment of the present invention.
FIG. 3 is an exploded perspective view of a main part of the embodiment shown in FIG. 1, and FIG. 4 is a sectional perspective view of a main part showing another embodiment of the present invention. In the figure, 1 is a column, 2 is an opening, 3 is a wall board, 4 is a hanging wall earth body, 5 is a groove, 6 is an internal long beam, 7 is an end opening, 8
9 is a support cap, 9 is a protrusion, 10 is a driving nail, and 11 is a through hole.
Claims (1)
て覆われたたれ壁土体を形成し、該たれ壁土体の両壁板
の下縁全長を略半円弧状に上方へ湾出せしめ、他方、合
成樹脂製中空型材を前記両壁板の下縁に適合するように
湾曲せしめ、その外上面に全長に亘る二条の凹溝を設け
て内法長押材とし、該内法長押材をたれ壁土体の下端部
に凹溝を壁板の下縁に嵌合させて取付け、内法排材の両
端部開口に支持キャップを嵌着し、該支持キャップを柱
に固着せしめてなるたれ壁構造。A sagging wall body whose front and back surfaces are covered with wall plates is formed above the opening having pillars on both sides, and the entire length of the lower edge of both wall plates of the sagging wall body is formed upward in a substantially semicircular arc shape. On the other hand, a hollow synthetic resin material is curved to fit the lower edges of both wall plates, and two grooves are provided along the entire length on the outer upper surface of the hollow material to form a long inner press material. Attach the horizontal lumber to the lower end of the sagging wall earth body by fitting the concave groove to the lower edge of the wall plate, fit the support caps into the openings at both ends of the inner lumber, and secure the support caps to the pillars. A hanging wall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10589579U JPS592243Y2 (en) | 1979-07-30 | 1979-07-30 | hanging wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10589579U JPS592243Y2 (en) | 1979-07-30 | 1979-07-30 | hanging wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5622209U JPS5622209U (en) | 1981-02-27 |
| JPS592243Y2 true JPS592243Y2 (en) | 1984-01-21 |
Family
ID=29338544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10589579U Expired JPS592243Y2 (en) | 1979-07-30 | 1979-07-30 | hanging wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS592243Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS598412U (en) * | 1982-07-08 | 1984-01-19 | 積水ハウス株式会社 | Entrance arch frame installation structure |
-
1979
- 1979-07-30 JP JP10589579U patent/JPS592243Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5622209U (en) | 1981-02-27 |
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