JPH10219879A - Load bearing panel - Google Patents
Load bearing panelInfo
- Publication number
- JPH10219879A JPH10219879A JP9018881A JP1888197A JPH10219879A JP H10219879 A JPH10219879 A JP H10219879A JP 9018881 A JP9018881 A JP 9018881A JP 1888197 A JP1888197 A JP 1888197A JP H10219879 A JPH10219879 A JP H10219879A
- Authority
- JP
- Japan
- Prior art keywords
- load
- bearing
- frame
- side frame
- panel
- 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.)
- Granted
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】本発明は、建物の壁の一部を
構成するための耐力パネルに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load-bearing panel for forming a part of a wall of a building.
【０００２】[0002]
【従来の技術】建物の壁を構成するにあたって、耐力フ
レームを建て込むことが行われているが、壁パネルを建
て込んで壁を構成する際にその一部に壁パネルに代えて
耐力フレームを建て込んだ場合、耐力フレームを建て込
んだ部分においては、耐力フレームの建て込み後に、壁
パネルと連続させる状態とするために縁材を取付けた
り、面板４を取付けたりする必要がある。2. Description of the Related Art When constructing a wall of a building, a load-bearing frame is built in. When a wall panel is built to constitute a wall, a load-bearing frame is partially used instead of the wall panel. In the case where the load-bearing frame is built, it is necessary to attach an edge material or a face plate 4 in a portion where the load-bearing frame is built, so as to be connected to the wall panel after the load-bearing frame is built.
【０００３】このため、耐力フレーム１にあらかじめパ
ネル側縁となる側枠材や面板４を取付けて耐力パネル１
０を構成することが考えられている。すなわち、図８乃
至図１０に示すように、鋼材製の両側の縦フレーム材５
と、鋼材製の上下の横フレーム材６と、鋼材製の斜材フ
レーム材８と、上下に設けた鋼材製の取付け部材９とを
枠組み一体化して耐力フレーム１を構成し、この耐力フ
レーム１の両側の鋼材よりなる縦フレーム材５の外面部
にそれぞれ木製の側枠材３を固着してパネル側縁を構成
し、更に、一対の側枠材３の前後両面に面板４を取付
け、該面板４のうち片側の面板４は耐力フレーム１にも
接触して固定してある。図中７は木製の補助枠材、１１
は耐力パネル１０内に充填された断熱材である。[0003] For this reason, a side frame material or a face plate 4 serving as a panel side edge is attached to the load-bearing frame 1 in advance and the load-bearing panel 1 is mounted.
It is considered to constitute 0. That is, as shown in FIG. 8 to FIG.
The upper and lower horizontal frame members 6 made of steel, the diagonal frame members 8 made of steel, and the steel mounting members 9 provided above and below are integrated into a frame to form the load bearing frame 1. A wooden side frame member 3 is fixed to the outer surface of a vertical frame member 5 made of steel material on both sides of each side to form a panel side edge, and a face plate 4 is attached to both front and rear surfaces of a pair of side frame members 3. One of the face plates 4 is fixed in contact with the load-bearing frame 1. In the figure, 7 is a wooden auxiliary frame material, 11
Is a heat insulating material filled in the load-bearing panel 10.
【０００４】そして、上記図８乃至図１０に示すような
構成の耐力パネル１０は、図１１に示すように普通の枠
体１２の両面に面板４′を取着した普通壁パネル１３と
並べて建て込まれるものであり、この場合、側枠材３を
普通壁パネル１３の枠体１２と同じ厚みとし、普通壁パ
ネル１３の面板４′と耐力パネル１０の面板４とが連続
するようにするものである。A load-bearing panel 10 having the structure shown in FIGS. 8 to 10 is built side by side with a normal wall panel 13 in which face plates 4 'are attached to both sides of a normal frame 12, as shown in FIG. In this case, the side frame member 3 has the same thickness as the frame body 12 of the ordinary wall panel 13 so that the face plate 4 'of the ordinary wall panel 13 and the face plate 4 of the load-bearing panel 10 are continuous. It is.
【０００５】ここで、耐力パネル１０の建て込みに当た
っては、耐力フレーム１の上下に設けた取付け部材９を
基礎、土台、梁等の構造材に連結し、建物に外力が作用
した際に、鋼材製の耐力フレーム１によりこれを負担す
るようになっている。In mounting the load-bearing panel 10, mounting members 9 provided on the upper and lower sides of the load-bearing frame 1 are connected to structural members such as foundations, foundations, beams, etc., and when an external force acts on the building, The bearing frame 1 made of steel bears this.
【０００６】[0006]
【発明が解決しようとする課題】ところが、上記のよう
に鋼材製の耐力フレーム１により建物に作用した外力を
負担するのであるが、従来にあっては、耐力フレーム１
の両側の鋼材よりなる縦フレーム材５の外面部にそれぞ
れ木製の側枠材３を固着してパネル側縁を構成し、更
に、一対の側枠材３の前後両面に面板４を取付け、該面
板４のうち片側の面板４は耐力フレーム１にも接触して
固定してあるので、耐力フレーム１の変形により側枠材
３、面板４にも力が作用して変形したり破損したりする
という問題がある。また、耐力フレーム１が側枠材３や
面板４に固定されて本来の機能を確保することが難しい
という問題がある。However, as described above, the external force acting on the building is borne by the steel load-bearing frame 1, but in the prior art, the load-bearing frame 1 is not used.
A wooden side frame member 3 is fixed to the outer surface of a vertical frame member 5 made of steel material on both sides of each side to form a panel side edge, and a face plate 4 is attached to both front and rear surfaces of a pair of side frame members 3. Since one face plate 4 of the face plates 4 is also in contact with and fixed to the load-bearing frame 1, the deformation of the load-bearing frame 1 causes a force to act on the side frame member 3 and the face plate 4, causing deformation or breakage. There is a problem. In addition, there is a problem in that the load-bearing frame 1 is fixed to the side frame member 3 and the face plate 4 and it is difficult to secure the original function.
【０００７】本発明は上記の従来例の問題点に鑑みて発
明したものであって、耐力フレームの変形に対して側枠
材が影響を受けず、側枠材が変形したり破損したりする
ことがなく、また耐力フレームと側枠材とがそれぞれ独
立した構成となることで、耐力フレーム本来の機能を発
揮することができる耐力パネルを提供することを主たる
課題とし、また、耐力フレームの変形に対して側枠材、
面板が影響を受けず、更に、側枠材や面板に影響され
ず、耐力フレーム本来の機能を発揮することができる耐
力パネルを提供することを別の課題とするものである。The present invention has been made in view of the above-mentioned problems of the prior art, and the side frame material is not affected by the deformation of the load-bearing frame, and the side frame material is deformed or damaged. The main problem is to provide a load-bearing panel that can exhibit the original function of the load-bearing frame, because the load-bearing frame and the side frame material are independent from each other. Side frame material,
Another object of the present invention is to provide a load-bearing panel in which the face plate is not affected, and is not affected by the side frame material or the face plate, and can exhibit the original function of the load-bearing frame.
【０００８】[0008]
【課題を解決するための手段】上記課題を達成するため
に、本発明の耐力パネルは、耐力フレーム１の両側の上
下部に上下のスペーサ２を取付け、この上下のスペーサ
２をつなぐ側枠材３によりパネル側縁を構成して成るこ
とを特徴とするものである。このような構成とすること
で、耐力フレーム１と側枠材３とをそれぞれ独立した構
成とすることができ、耐力フレーム１が側枠材３の影響
を受けずに本来の耐力性能を発揮できるものであり、ま
た、耐力フレーム１が変形しても側枠材３は影響を受け
にくいものである。In order to achieve the above object, a load-bearing panel according to the present invention comprises upper and lower spacers 2 attached to upper and lower portions of both sides of a load-bearing frame 1, and side frame members connecting the upper and lower spacers 2. 3, wherein the panel side edge is formed. With such a configuration, the load-bearing frame 1 and the side frame member 3 can be configured independently of each other, and the load-bearing frame 1 can exhibit the original load-bearing performance without being affected by the side frame member 3. In addition, even if the load-bearing frame 1 is deformed, the side frame member 3 is hardly affected.
【０００９】また、側枠材３は耐力フレーム１よりも厚
く、一対の側枠材３の前後両面にそれぞれ耐力フレーム
１の前後面に接触しない状態で面板４が取付けられてい
ることが好ましい。このような構成とすることで、耐力
フレーム１が側枠材３、面板４の影響を受けずに本来の
耐力性能を発揮できるものであり、また、耐力フレーム
１が変形しても側枠材３、面板４は影響を受けにくいも
のである。It is preferable that the side frame member 3 is thicker than the load-bearing frame 1 and face plates 4 are attached to the front and rear surfaces of the pair of side frame members 3 so as not to contact the front and rear surfaces of the load-bearing frame 1, respectively. With such a configuration, the load-bearing frame 1 can exhibit the original load-bearing performance without being affected by the side frame member 3 and the face plate 4. 3. The face plate 4 is hardly affected.
【００１０】[0010]
【発明の実施の形態】以下、本発明を添付図面に示す実
施形態に基づいて説明する。図１乃至図６に本発明の耐
力パネル１０が示してあり、図７に本発明の耐力パネル
１０と普通壁パネル１３とを並べて建て込んだ状態が示
してある。耐力パネル１０は芯材となる耐力フレーム１
と、外殻となる側枠材３、面板４と、内部に充填される
断熱材１１とにより構成してある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on embodiments shown in the accompanying drawings. 1 to 6 show the load-bearing panel 10 of the present invention, and FIG. 7 shows a state in which the load-bearing panel 10 of the present invention and the ordinary wall panel 13 are laid side by side. The load-bearing panel 10 is a load-bearing frame 1 serving as a core material.
, A side frame member 3 serving as an outer shell, a face plate 4, and a heat insulating material 11 filled therein.
【００１１】耐力フレーム１は鋼材製の両側の縦フレー
ム材５と、鋼材製の上下の横フレーム材６と、鋼材製の
斜材フレーム材８と、上下に設けた鋼材製の取付け部材
９とを枠組み一体化して耐力フレーム１を構成したもの
である。なお、図中７は木製の補助枠材であり、耐力フ
レーム１に縦や横に配設してある。耐力フレーム１の両
側の鋼材よりなる縦フレーム材５の外面部の上部と下部
とにはそれぞれスペーサ２が取付けてある。この上部と
下部のスペーサ２の外面側において上下のスペーサ２を
つなぐように木製の側枠材３が取付けてある。したがっ
て、側枠材３と耐力フレーム１の縦フレーム材５とは上
下のスペーサ２を介して取付けてあり、上下のスペーサ
２以外の部分においては側枠材３と耐力フレーム１との
間に隙間１６が存在するものである。上記のようにして
耐力フレーム１の両側に隙間を介して両側の側枠材３を
設けることで、両側枠材３によりパネル側縁を構成する
ものである。The load-bearing frame 1 includes a vertical frame member 5 on both sides made of steel, an upper and lower horizontal frame member 6 made of steel, a diagonal frame member 8 made of steel, and a steel mounting member 9 provided above and below. Are integrated into a frame to form a bearing frame 1. In the figure, reference numeral 7 denotes a wooden auxiliary frame member, which is disposed on the load-bearing frame 1 vertically or horizontally. Spacers 2 are attached to the upper and lower portions of the outer surface of a vertical frame member 5 made of steel on both sides of the load-bearing frame 1, respectively. A wooden side frame member 3 is attached on the outer surface side of the upper and lower spacers 2 so as to connect the upper and lower spacers 2. Therefore, the side frame member 3 and the vertical frame member 5 of the load-bearing frame 1 are attached via the upper and lower spacers 2, and a gap between the side frame member 3 and the load-bearing frame 1 is provided in portions other than the upper and lower spacers 2. 16 exists. By providing the side frame members 3 on both sides of the load-bearing frame 1 with a gap therebetween as described above, the panel side edges are formed by the both side frame members 3.
【００１２】側枠材３は耐力フレーム１よりも厚く且つ
普通壁パネル１３の枠体１２と同じ厚みとなっている。
両側の側枠材３の前後両面にそれぞれ面板４が取付けて
ある。この側枠材３の前後両面に取付けた前後の面板４
はいずれも耐力フレーム１の前後面に接触しないように
なっており、耐力フレーム１の前後面と前後の面板４と
の間には隙間が形成されるのである。The side frame member 3 is thicker than the load-bearing frame 1 and has the same thickness as the frame body 12 of the ordinary wall panel 13.
Face plates 4 are attached to both front and rear surfaces of the side frame members 3 on both sides. Front and rear face plates 4 attached to both front and rear surfaces of the side frame member 3
Are not in contact with the front and rear surfaces of the load-bearing frame 1, and a gap is formed between the front and rear surfaces of the load-bearing frame 1 and the front and rear face plates 4.
【００１３】また、上記のような構成の耐力パネル１０
の内部はグラスウール等の断熱材１１が内装されるもの
である。また、耐力パネルＡに紙管のような配線を通す
ための筒体１５を内装してもよいものである。上記のよ
うな構成の耐力パネル１０は、図７に示すように普通の
枠体１２の両面に面板４′を取着した普通壁パネル１３
と並べて建て込まれるものであり、この場合、側枠材３
を普通壁パネル１３の枠体１２と同じ厚みとしてあるの
で、普通壁パネルの面板４′と耐力パネル１０との面板
４とが連続するように建て込まれることになる。これに
より建て込み後に耐力パネル１０の部分のみを特別に現
場施工で普通壁パネル１３に合わせるための工事をする
必要がないものである。Further, the load-bearing panel 10 having the above-described structure is provided.
Is provided with a heat insulating material 11 such as glass wool. Further, a tubular body 15 for passing wiring such as a paper tube may be provided inside the load-bearing panel A. As shown in FIG. 7, the load-bearing panel 10 having the above-described structure is a normal wall panel 13 having face plates 4 'attached to both sides of a normal frame 12.
In this case, the side frame material 3
Is the same thickness as the frame 12 of the ordinary wall panel 13, so that the face plate 4 'of the ordinary wall panel and the face plate 4 of the load-bearing panel 10 are built so as to be continuous. Thus, there is no need to perform a work to match only the portion of the load bearing panel 10 with the ordinary wall panel 13 by on-site construction after the building.
【００１４】ここで、耐力パネル１０の建て込みに当た
っては、耐力フレーム１の上下に設けた取付け部材９を
基礎、土台、梁等の構造材に連結し、建物に外力が作用
した際に、鋼材製の耐力フレーム１によりこれを負担す
るようになっている。この場合、耐力フレーム１の両側
の上下部に上下のスペーサ２を取付け、この上下のスペ
ーサ２をつなぐ側枠材３によりパネル側縁を構成してあ
るので、耐力フレーム１と側枠材３とがそれぞれ独立し
た構成となっており、この結果、耐力フレーム１が側枠
材３の影響を受けずに本来の耐力性能を発揮できるもの
である。また、建物に作用する外力により耐力フレーム
１が変形しても側枠材３は影響を受けにくいものであっ
て、側枠材３が変形したり、破損したりしないようにな
っている。また、面板４は側枠材３に取付けてあって、
耐力フレーム１には取付けてないので、耐力フレーム１
と面板４とがそれぞれ独立した構成となっており、この
結果、耐力フレーム１が面板４の影響を受けずに本来の
耐力性能を発揮できるものである。また、建物に作用す
る外力により耐力フレーム１が変形しても面板４は影響
を受けにくいものであって、面板４が変形したり、破損
したりしないようになっている。このように、本発明に
おいては耐力パネル１０の外殻部分（つまり、普通壁パ
ネル１３の外殻と同じ構造、外観の外殻部分）が耐力フ
レーム１と独立した構造となって、耐力フレーム１が外
殻の影響を受けずに本体の耐力性能を発揮できるように
なっていると共に、耐力フレーム１が変形しても外殻が
変形したり破損したりしないようになっている。In mounting the load-bearing panel 10, the mounting members 9 provided on the upper and lower sides of the load-bearing frame 1 are connected to structural members such as foundations, foundations, beams, etc., and when an external force acts on the building, The bearing frame 1 made of steel bears this. In this case, upper and lower spacers 2 are attached to the upper and lower portions on both sides of the load-bearing frame 1, and the side edges of the panel are formed by the side frame members 3 connecting the upper and lower spacers 2, so that the load-bearing frame 1 and the side frame members 3 Are independent from each other. As a result, the load-bearing frame 1 can exhibit the original load-bearing performance without being affected by the side frame member 3. Further, even if the load-bearing frame 1 is deformed by an external force acting on the building, the side frame member 3 is hardly affected, so that the side frame member 3 is not deformed or damaged. Also, the face plate 4 is attached to the side frame member 3,
Since it is not attached to the load-bearing frame 1, the load-bearing frame 1
And the face plate 4 are independent from each other. As a result, the load-bearing frame 1 can exhibit the original strength performance without being affected by the face plate 4. Further, even if the load-bearing frame 1 is deformed by an external force acting on the building, the face plate 4 is hardly affected, so that the face plate 4 is not deformed or damaged. As described above, in the present invention, the outer shell portion of the load-bearing panel 10 (that is, the outer shell portion having the same structure and appearance as the outer shell of the ordinary wall panel 13) has a structure independent of the load-bearing frame 1. Is designed to exhibit the proof stress performance of the main body without being affected by the outer shell, and the outer shell is not deformed or damaged even if the load-bearing frame 1 is deformed.
【００１５】[0015]
【発明の効果】本発明の請求項１記載の発明にあって
は、上述のように耐力フレームの両側の上下部に上下の
スペーサを取付け、この上下のスペーサをつなぐ側枠材
によりパネル側縁を構成しているので、耐力フレームと
側枠材との間に隙間が形成されることになって、耐力フ
レームとパネル側縁を構成する側枠材とを各々独立した
構成とすることができ、この結果、耐力フレームが側枠
材の影響を受けることなく本来の耐力性能を発揮できる
ものである。また、例え耐力フレームが変形したとして
も、側枠材が耐力パネルの変形の影響を受けにくくて、
側枠材が変形したり、破損したりするのが防止できるも
のである。According to the first aspect of the present invention, as described above, upper and lower spacers are attached to the upper and lower portions of both sides of the load-bearing frame, and the panel side edges are connected by side frame members connecting the upper and lower spacers. Since a gap is formed between the load-bearing frame and the side frame material, the load-bearing frame and the side frame material forming the panel side edge can be configured independently. As a result, the load-bearing frame can exhibit the original load-bearing performance without being affected by the side frame material. Also, even if the load-bearing frame is deformed, the side frame material is less likely to be affected by the deformation of the load-bearing panel,
It is possible to prevent the side frame material from being deformed or damaged.
【００１６】また、請求項２記載の発明にあっては、上
記請求項１記載の発明の効果に加えて、側枠材は耐力フ
レームよりも厚く、一対の側枠材の前後両面にそれぞれ
耐力フレームの前後面に接触しない状態で面板が取付け
られているので、側枠材だけでなく面板も耐力フレーム
と独立した構成とすることができ、この結果、耐力フレ
ームが側枠材や面板等の外殻の影響を受けることなく本
来の耐力性能を発揮できるものである。また、例え耐力
フレームが変形したとしても、側枠材、面板等の外殻が
耐力パネルの変形の影響を受けにくくて、側枠材、面板
等の外殻が変形したり、破損したりするのが防止できる
ものである。According to the second aspect of the present invention, in addition to the effects of the first aspect, the side frame member is thicker than the load-bearing frame, and the front and rear surfaces of the pair of side frame members are respectively provided on both front and rear surfaces. Since the face plate is attached without contacting the front and rear surfaces of the frame, not only the side frame material but also the face plate can be made independent of the load-bearing frame. As a result, the load-bearing frame is It is capable of exhibiting the original strength performance without being affected by the outer shell. Further, even if the load-bearing frame is deformed, the outer shell of the side frame material, the face plate, etc. is hardly affected by the deformation of the load-bearing panel, and the outer shell of the side frame material, the face plate, etc. is deformed or damaged. Can be prevented.
【図１】本発明の耐力パネルの面板を省略した状態の正
面図である。FIG. 1 is a front view of a load-bearing panel of the present invention in a state where a face plate is omitted.
【図２】同上の耐力パネルの正面図である。FIG. 2 is a front view of the load-bearing panel.
【図３】同上の図２のＡーＡ線の断面図である。FIG. 3 is a cross-sectional view taken along the line AA of FIG. 2;
【図４】同上の図２のＢーＢ線の断面図である。FIG. 4 is a cross-sectional view taken along the line BB of FIG. 2;
【図５】同上の図１のＣ部の拡大正面図である。FIG. 5 is an enlarged front view of a portion C of FIG.
【図６】同上の図５のＤーＤ線の断面図である。FIG. 6 is a cross-sectional view taken along line DD of FIG. 5;
【図７】同上の耐力パネルと普通壁パネルとを並べて建
て込んだ状態の水平断面図である。FIG. 7 is a horizontal sectional view showing a state in which the load-bearing panel and the ordinary wall panel are mounted side by side.
【図８】従来例の耐力パネルの面板を省略した状態の正
面図である。FIG. 8 is a front view of a conventional load-bearing panel in which a face plate is omitted.
【図９】従来例の耐力パネルの正面図である。FIG. 9 is a front view of a conventional load-bearing panel.
【図１０】従来例の図９のＥーＥ線の断面図である。FIG. 10 is a sectional view taken along line EE of FIG. 9 of a conventional example.
【図１１】従来例の耐力パネルと普通壁パネルとを並べ
て建て込んだ状態の水平断面図である。FIG. 11 is a horizontal sectional view showing a state in which a conventional load-bearing panel and a normal wall panel are built side by side.
１ 耐力フレーム ２ スペーサ ３ 側枠材 ４ 面板 DESCRIPTION OF SYMBOLS 1 Strength frame 2 Spacer 3 Side frame material 4 Face plate
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 ＦＩ Ｅ０４Ｂ 2/56 ６０１ Ｅ０４Ｂ 2/56 ６０１Ａ ６０２ ６０２Ｋ ６３２ ６３２Ｂ ６３２Ｄ ６４１ ６４１Ａ ６４１Ｚ ６４５ ６４５Ｃ ６５１ ６５１Ｄ Ｅ０４Ｃ 2/38 Ｅ０４Ｃ 2/38 Ｓ Ｅ０４Ｂ 2/00 2/46 Ｅ ────────────────────────────────────────────────── ─── front page continued (51) Int.Cl. 6 identifications FI E04B 2/56 601 E04B 2/56 601A 602 602K 632 632B 632D 641 641A 641Z 645 645C 651 651D E04C 2/38 E04C 2/38 S E04B 2/00 2/46 E
Claims (2)
ペーサを取付け、この上下のスペーサをつなぐ側枠材に
よりパネル側縁を構成して成ることを特徴とする耐力パ
ネル。1. A load-bearing panel comprising upper and lower spacers attached to upper and lower portions on both sides of a load-bearing frame, and a panel side edge formed by a side frame material connecting the upper and lower spacers.
の側枠材の前後両面にそれぞれ耐力フレームの前後面に
接触しない状態で面板が取付けられていることを特徴と
する請求項１記載の耐力パネル。2. The side frame member is thicker than the load-bearing frame, and face plates are attached to both front and rear surfaces of the pair of side frame members so as not to contact the front and rear surfaces of the load-bearing frame. Load-bearing panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9018881A JP2972157B2 (en) | 1997-01-31 | 1997-01-31 | Load-bearing panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9018881A JP2972157B2 (en) | 1997-01-31 | 1997-01-31 | Load-bearing panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10219879A true JPH10219879A (en) | 1998-08-18 |
| JP2972157B2 JP2972157B2 (en) | 1999-11-08 |
Family
ID=11983908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9018881A Expired - Fee Related JP2972157B2 (en) | 1997-01-31 | 1997-01-31 | Load-bearing panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2972157B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007332570A (en) * | 2006-06-12 | 2007-12-27 | Panahome Corp | Bearing wall frame |
| CN103015622A (en) * | 2012-12-20 | 2013-04-03 | 北京德力钢结构新技术有限公司 | Assembly composite shearing structural wall board |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2837216B2 (en) | 1990-02-14 | 1998-12-14 | ミサワホーム株式会社 | Mounting structure of small wall by gypsum board pasted panel |
| JP2564379Y2 (en) | 1993-06-14 | 1998-03-09 | ナショナル住宅産業株式会社 | Wall panel frames for building house walls |
-
1997
- 1997-01-31 JP JP9018881A patent/JP2972157B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007332570A (en) * | 2006-06-12 | 2007-12-27 | Panahome Corp | Bearing wall frame |
| CN103015622A (en) * | 2012-12-20 | 2013-04-03 | 北京德力钢结构新技术有限公司 | Assembly composite shearing structural wall board |
| CN103015622B (en) * | 2012-12-20 | 2015-03-18 | 北京德力钢结构新技术有限公司 | Assembly composite shearing structural wall board |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2972157B2 (en) | 1999-11-08 |
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