JPH06330574A - Method of construction of internal-external integral light-weight wall-surface body house using split column - Google Patents
Method of construction of internal-external integral light-weight wall-surface body house using split columnInfo
- Publication number
- JPH06330574A JPH06330574A JP15601593A JP15601593A JPH06330574A JP H06330574 A JPH06330574 A JP H06330574A JP 15601593 A JP15601593 A JP 15601593A JP 15601593 A JP15601593 A JP 15601593A JP H06330574 A JPH06330574 A JP H06330574A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- panel wall
- house
- building
- ceramic 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims description 14
- 238000000034 method Methods 0.000 title claims description 12
- 239000002184 metal Substances 0.000 claims abstract description 28
- 239000000853 adhesive Substances 0.000 claims abstract description 15
- 230000001070 adhesive effect Effects 0.000 claims abstract description 15
- 239000000919 ceramic Substances 0.000 claims description 33
- 238000009432 framing Methods 0.000 abstract description 2
- 238000000576 coating method Methods 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000014347 soups Nutrition 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
〔0001〕 〔産業上の利用分野〕本発明は、乾式セラミツクパネル
壁体を用いた一般住宅向建築物において、パネル壁面体
と二分割した柱を用いて建築する多層建築物の工法に関
する。 〔0002〕 〔従来技術〕従来の木造一般住宅向建築物は、工務店若
しくは大工が依頼主よりの受注に基き、基礎の上に土台
を作り、その上に柱を立てる等の軸組を行い、小屋組を
行つて建屋を完成する。建屋に対する地震、並びに台風
等の風圧に対抗するため、土台、胴差し並びに敷き桁等
には火打ち梁、柱相互には筋かい等を設置して水平外力
に抵抗させ、小屋組を行つて屋根部分を完成し、続いて
内外部壁体の仕上げ、天井の仕上等の工程を経て建屋が
完了する。 〔0003〕これらの工程は一建築物毎の受注生産であ
つて、同一建築物は存在しないため人手を要し、必ずし
も効率の良い生産形態ではなく、最近の如き若年労働力
の不足、職人不足の中で労働力の確保が難かしく、建築
作業に支障を来す場合が少くなかつた。この労働力不足
に対処するための一方策として、本出願人による特願平
2−414147号、特願平2−414148号並びに
特願平4−361666号にて、木造若しくは軽量鉄骨
造住宅の壁体に関し改良を試みてはいるが、所詮壁体の
みの改良であり、建築方法の改良とは云えない情況にあ
つた。 〔0004〕 〔発明が解決しようとする課題〕すなわち本発明は、建
築物の偶部に使用する柱ならば二等辺三角形、中間に使
用する柱ならば断面矩形の柱にあらかじめ二分割し、こ
の二分割柱を特願平2−414147号、特願平2−4
14148号若しくは特願平4−361666号に開示
したセラミツクパネル壁体に取付けた上で、柱断面を接
着剤とボルト・ナツトで締付けて柱と壁体を一体化して
軸組し、その他の部材としては釘・金具等を用いて家屋
を構成するようにした工法である。これを実現するた
め、あらかじめ電気工事等の配線工事を行つたセラミツ
クパネル壁体と二分割柱の一部を取付けた壁体を工場内
にて製作し、この壁体を現地運搬して現場作業で組立て
るため、現場作業における作業工数の減少が見込まれ、
コストダウンと工期の短縮を図るものである。 〔0005〕 〔課題を解決するための手段〕本発明は、断面二等辺三
角形をなす分割柱と、セラミツクパネル壁体をあらかじ
め一体に構成し、分割柱をボルト・ナツトと接着剤で1
本の偶部の柱とし、柱と外壁を一体に軸組することによ
りこれを達成した。軸組した分割柱とセラミツクパネル
壁体の上面には梁仕口を施した大梁を載置して、火打ち
金具、かね折り金具、梁止め平板金具を用いることによ
り、又、筋かい用張線並びにターンバツクルを調節する
ことによりセラミツクパネル壁体の、この両者に水平抗
力を持たせている。 〔0006〕 〔実 施 例〕本発明の実施例を図面に基づいて説明す
る。図1は本発明の実施例に係る分割柱とセラミツクパ
ネル壁体を用いて組立てた建築物の平面図である。図2
は本発明の実施例に係る分割柱をセラミツクパネル壁体
に取付け、締付用ボルトを装着した状態を示す斜視図で
ある。図3は本発明の実施例に係る分割柱とセラミツク
パネル壁体を用いた建築物の説明用斜視図である。図4
は本発明の実施例に係るコーナ部に用いる金具類の斜視
図である。図5は本発明実施例に係るセラミツクパネル
壁体を家屋へ壁体として使用した実施例である。 〔0007〕図1は、建築物の偶部に使用する四角柱
を、その対角線に沿つて二分割し、断面が二等辺三角形
をなす分割柱2を取付けたセラミツクパネル壁体1を大
梁8と共に組立てた場合の上部より見た平面図を示して
いる。分割柱2は図2に示すように、柱の中間に複数個
所、通常は4本程度のボルト7をあらかじめ埋込んでお
いて、図5に示すセラミツクパネル壁体1にあらかじめ
釘13をもつて取付ける。これに対向する他方の分割柱
2には、同様にセラミツクパネル壁体をあらかじめ取付
けられており、この柱にはボルト7が通るボルト孔が穿
たれている。ボルト7をボルト孔に通してナツトを用い
て組立てれば、家屋の偶部を構成する柱2とセラミツク
パネル壁体1が同時に組立てられる。 〔0008〕柱2の組立てに際し、ボルト・ナツトによ
る締付の外に、接着剤を用いて分割柱2を強固な柱に組
立てる。接着剤としては従来より、にかわ、そくい等が
造作、建具、家具等には用いられて来たが、接着強度に
問題があり、木工等には余り使用されていなかつた。し
かしながら最近は合成樹脂系接着剤、ゴム系接着剤が開
発されたので、剪断耐力が大で剛性も有り、施工も容易
で価格も安価である等の利点があり、大スパンの集成材
の梁、アーチ材が出現するようになつた。この利点、工
法を利用し、柱2を充分に乾燥させて含水率を下げ、接
着面をカンナで平滑面として接着剤を塗布する。接着剤
の塗布方法には片面塗り、両面塗り、点塗り等の方法が
あるが、家屋建築に適した塗布方法を採用し、充分に圧
縮して所要の養生をすれば良い。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a multi-story building, which is constructed by using a panel wall body and columns divided into two parts in a building for general houses using a dry ceramic panel wall body. [0002] [Prior Art] For conventional wooden general housing, a construction company or carpenter builds a foundation on a foundation and forms a pillar on it based on an order from a client. , Go to the hut group to complete the building. In order to resist earthquakes against the building and wind pressure such as typhoons, fire base beams, braces, etc. are installed on the foundation, girder and floor girder, etc. to resist horizontal external force, and roofs are constructed by going through the roof structure. The building is completed through the steps such as finishing the interior and exterior walls and finishing the ceiling. [0003] These processes are build-to-order manufacturing for each building, and since the same building does not exist, it requires manpower and is not necessarily an efficient production form. It was difficult to secure a labor force, and there were few cases where it hindered construction work. As one of the measures for dealing with this labor shortage, Japanese Patent Application Nos. 2-414147, 2-414148 and 4-361666 by the applicant of the present invention describe a wooden or lightweight steel-framed house. Although we are trying to improve the wall body, after all it was only the wall body improvement and we could not say that it was an improvement in the construction method. [0004] [Problems to be solved by the invention] That is, according to the present invention, a pillar used for an even part of a building is divided into two isosceles triangles, and a pillar used in the middle is divided into two pillars each having a rectangular cross section. Japanese patent application No. 2-414147 and Japanese patent application No. 2-4
No. 14148 or Japanese Patent Application No. 4-361666, which is attached to the ceramic panel wall, and then the cross section of the column is fastened with an adhesive and bolts and nuts to integrally form the column and the wall, and other members. Is a method of constructing a house using nails and metal fittings. In order to achieve this, a ceramic panel wall body that has undergone wiring work such as electrical work in advance and a wall body with a part of the two-divided pillars attached are manufactured in the factory, and this wall body is transported to the site for field work. As it is assembled in
It aims to reduce costs and construction period. [Means for Solving the Problems] According to the present invention, a divided column having an isosceles triangular cross section and a ceramic panel wall body are integrally formed in advance, and the divided column is formed of a bolt nut and an adhesive.
This was achieved by making the even part of the book a pillar and by framing the pillar and the outer wall integrally. A large beam with a beam connection is placed on the upper surface of the divided pillars and ceramic panel wall body, and by using fire metal fittings, fold metal fittings, and beam stop flat metal fittings, bracing for bracing Also, by adjusting the turn bag, both of the ceramic panel wall bodies have horizontal drag. [0006] [Example] An example of the present invention will be described with reference to the drawings. FIG. 1 is a plan view of a building assembled using divided columns and ceramic panel wall bodies according to an embodiment of the present invention. Figure 2
FIG. 3 is a perspective view showing a state where the divided pillar according to the embodiment of the present invention is attached to the ceramic panel wall body and the tightening bolt is attached. FIG. 3 is a perspective view for explaining a building using a divided column and a ceramic panel wall body according to an embodiment of the present invention. Figure 4
FIG. 4 is a perspective view of metal fittings used for the corner portion according to the embodiment of the present invention. FIG. 5 is an example in which the ceramic panel wall body according to the embodiment of the present invention is used as a wall body in a house. [0007] Fig. 1 shows a ceramic panel wall body 1 with a girder 8 in which a square pole used for an even part of a building is divided into two along a diagonal line thereof, and a division pole 2 having a cross section of an isosceles triangle is attached. It shows a plan view seen from above when assembled. As shown in FIG. 2, the divided pillar 2 has a plurality of bolts 7, usually about 4 bolts 7, previously embedded in the middle of the pillar, and a nail 13 is previously attached to the ceramic panel wall body 1 shown in FIG. Install. Similarly, a ceramic panel wall is previously attached to the other divided pillar 2 facing this, and a bolt hole through which a bolt 7 passes is bored in this pillar. If the bolt 7 is passed through the bolt hole and assembled with a nut, the pillar 2 and the ceramic panel wall body 1 forming the even part of the house can be assembled at the same time. [0008] When assembling the pillar 2, the divided pillar 2 is assembled into a strong pillar by using an adhesive in addition to the tightening by the bolt and nut. As an adhesive, glue, soup, etc. have been used for constructions, fittings, furniture, etc., but they have a problem in adhesive strength and have not been used so much for woodworking. However, since synthetic resin adhesives and rubber adhesives have been developed recently, there are advantages such as high shear strength, rigidity, easy construction, and low price. , The arch material came to appear. Utilizing this advantage, the method of construction is used to sufficiently dry the columns 2 to reduce the water content, and the adhesive surface is coated with a planer using a planer to apply the adhesive. There are various methods for applying the adhesive, such as single-sided coating, double-sided coating, and spot coating. It is sufficient to adopt a coating method suitable for the house construction and sufficiently compress it to carry out required curing.
〔0009〕この柱の上に図3に示すように大梁8を乗
せ、その隅部を水平外力に対抗させるための補強金物で
ある火打ち金具4を、大梁8の建屋内面側に、大梁8の
建屋外面側にはかね折り金具5を当て、ボルト・ナツト
3本を用いて締付ける。この両金具のみでの水平抗力が
不足するならば梁止平板金具6を、釘等で取付ければ更
に水平外力に対抗できる。この3種類の金具の構造を図
4に示している。土台9の隅の強度を確保したい場合
は、大梁8の場合と同様に火打ち金具4、かね折り金具
5を用いて補強すれば良い。 〔0010〕中間に位置する柱3は、その両面にセラミ
ツクパネル壁体1を取付けて壁体を構成する場合には、
ボルト・ナツトの締付作業ができないので1本の柱を用
いざるを得ないが、セラミツクパネル壁体1を用いない
場合、例えば扉、ふすま等の空間が片側に来る場合に
は、分割柱2と同様な考え方で、柱を矩形断面に二分割
し、ボルト・ナツト並びに接着剤を用いて中間柱3を形
成することも可能である。 〔0011〕分割柱2を用いた多層木造建築物の建築方
法を説明する。図3並びに図5に示すコンクリート基礎
12に、アンカーボルト10を埋込んで固化させ、その
上に土台9を置いてアンカーボルト10を締結して固定
する。この土台9に従来は柱を立てて建築したのである
が、本工法による建築法は、建物の偶部に来る柱は前記
した如く、断面が二等辺三角形をなす柱2をあらかじめ
ボルト7を4本程度取付けておき、これにセラミツクパ
ネル壁体1を釘13にて固定し、これと対向する柱2に
はボルト孔を穿ち、この穴にボルト7を通し、ナツトで
締付けると共に接着剤を用いて接着し、偶部の柱と壁体
を一体で構成する。この柱2とセラミツクパネル壁体1
の一体構成は、工場内にてあらかじめ製作できるので、
現場作業に比し作業費が低減できる利点がある。 〔0012〕この柱2の上に梁仕口を45度に切込んだ
大梁8(胴差しともいう)を渡し、柱2をL形平折金具
11にて固定し、中間柱3をセラミツクパネル壁体1の
他方に当て土台9と大梁8の間に入れ、L形平折金具1
1で固定し、釘13を打込めば、1階部分が壁体と共に
完成する。柱2又は3、土台9、大梁8にセラミツクパ
ネル壁体1が嵌め込まれた状態になつたら、図5に示す
ように筋かい用張線22を土台9と大梁8に固定し、タ
ーンバツクル24を調節して締付け、壁体を水平応力に
対抗させる。中間柱3と土台9並びに大梁8とはT型金
具25にて固定する。 〔0013〕大梁8に小梁14を渡す場合は、図6に示
すように、大梁小梁接続金具20を大梁8に乗せ、これ
をボルト4本で大梁8に固定し、大梁小梁接続金具20
の受口に小梁14を乗せ、ボルト2本で金具と小梁14
を固定する。 〔0014〕2階部分を組立てるには、大梁8と2階下
部の土台9をアンカーボルト10にて締結して2階部分
の基礎と土台を構成し、この上に1階部分と同様な手順
にて軸組を行う。この状態を図8に示してある。3階建
とする場合は、2階部分と同様な手順で軸組を行う。1
階部分と2階部分のセラミツクパネル壁体1の境界部分
にはつぎ板22を当て、コーキングを行つて雨洩れ防止
を行う。 〔0015〕この上に図9に示す小屋組を行い、敷き桁
部分には目かくしコーナ15を取付け、屋根部を完成さ
せる。次いで床、内面壁、天井等の内装が行われて多層
木造建築物が完成する。 〔0016〕セラミツクパネル壁体1は、特願平2−4
14147号、特願平2−414148号並びに特願平
4−361666号に記載したように、壁体の外側面は
化粧パネルに仕上げられているから特に手を加える必要
は無く、パネル相互の継目は図7に示すように重ね合わ
せができるような段差があり、水洩れ防止機能を有して
いる。隅部は角コーナ16、小屋組部には目かくしコー
ナ15、上下階の継目部にはつぎ板22を当て、これら
のパネル継目部をコーキングを行い、雨水等の水洩れ防
止を行う。 〔0017〕 〔発明の効果〕以上に実施例として記述したように、本
発明による木造建築物は、分割柱とセラミツクパネル壁
体とを用いて一体構造とし、金具、ボルト・ナツト若し
くは釘等を用いての軸組であるから、従来工法の如く木
造建築に付きものの現場における継手作業を大幅に減少
させることができる。その結果、現場における作業工数
が減少し、建築効率の向上に資する所大であり、コスト
ダウンにも役立つ。[0009] As shown in FIG. 3, a girder 8 is placed on this pillar, and a metal fitting 4 which is a reinforcing metal for counteracting a horizontal external force at its corner is attached to the girder 8 on the inside surface of the girder 8. Put the fold metal fitting 5 on the exterior side of the building and tighten it with three bolts and nuts. If the horizontal resistance of these two metal fittings is insufficient, the beam stop plate fitting 6 can be attached with nails or the like to further resist the horizontal external force. The structures of these three types of metal fittings are shown in FIG. When it is desired to secure the strength of the corners of the base 9, it is possible to reinforce the corners of the base 9 by using the metal fittings 4 and the fold metal fittings 5 as in the case of the girders 8. [0010] When the ceramic panel wall body 1 is attached to both sides of the pillar 3 located in the middle to form the wall body,
Since it is not possible to tighten bolts and nuts, one pillar must be used. However, when the ceramic panel wall body 1 is not used, for example, when a space such as a door or a bran comes to one side, the divided pillar 2 is used. It is also possible to divide the column into two rectangular cross sections and form the intermediate column 3 by using bolts, nuts, and an adhesive in the same manner as in the above. [0011] A method of building a multi-layered wooden building using the divided columns 2 will be described. The anchor bolt 10 is embedded and solidified in the concrete foundation 12 shown in FIG. 3 and FIG. 5, the base 9 is placed on the anchor bolt 10, and the anchor bolt 10 is fastened and fixed. Conventionally, pillars were erected on this base 9, but in the construction method by this construction method, the pillars that come to the even part of the building are the pillars 2 whose cross section is an isosceles triangle and the bolts 7 The ceramic panel wall body 1 is fixed to this by nails 13, and a bolt hole is bored in the column 2 facing the ceramic panel wall body 1, and a bolt 7 is passed through this hole and tightened with a nut and an adhesive is used. Then, the pillar and the wall of the even part are integrally formed. This pillar 2 and ceramic panel wall 1
Since the integrated structure of can be manufactured in advance in the factory,
There is an advantage that work cost can be reduced as compared with on-site work. [0012] A large beam 8 (also referred to as a barrel) having a beam connection cut at 45 degrees is passed over the column 2, the column 2 is fixed by an L-shaped flat folding metal fitting 11, and the intermediate column 3 is a ceramic panel. Put it on the other side of the wall 1 between the base 9 and the girder 8 to form an L-shaped flat folding metal fitting 1.
After fixing with 1 and driving in nails 13, the first floor part is completed with the wall. When the ceramic panel wall body 1 is fitted into the pillar 2 or 3, the base 9, and the girder 8, the bracing tension wire 22 is fixed to the base 9 and the girder 8 as shown in FIG. 5, and the turn back 24 is attached. Adjust and tighten to counteract the wall against horizontal stress. The intermediate pillar 3, the base 9, and the girder 8 are fixed by a T-shaped bracket 25. [0013] When passing the girders 14 to the girders 8, as shown in FIG. 6, the girder and girder connecting fittings 20 are placed on the girders 8 and fixed to the girders 8 with four bolts. 20
Put the beam 14 on the socket of the and attach the metal beam and beam 14 with two bolts.
To fix. [0014] To assemble the second floor part, the girder 8 and the base 9 at the lower part of the second floor are fastened with anchor bolts 10 to form the foundation and base of the second floor part, and the same procedure as the first floor part Align with. This state is shown in FIG. In case of 3 stories, skeleton is done in the same procedure as the 2nd floor. 1
The next plate 22 is applied to the boundary portion between the ceramic panel wall 1 on the first floor and the second floor to prevent rain leakage by caulking. [0015] On top of this, the shed structure shown in FIG. 9 is formed, and the blind corner 15 is attached to the floor girder to complete the roof. Then, interiors such as floors, inner walls, and ceilings are applied to complete the multi-layer wooden building. [0016] The ceramic panel wall 1 is disclosed in Japanese Patent Application No. 2-4
As described in Japanese Patent Application No. 14147, Japanese Patent Application No. 2-414148 and Japanese Patent Application No. 4-361666, since the outer surface of the wall body is finished as a decorative panel, it is not necessary to add any particular treatment, and the joint between the panels is not required. As shown in FIG. 7, there is a step that can be overlapped, and it has a water leakage prevention function. Corners 16 are corners, blind corners 15 are attached to the shed assembly, and splicing plates 22 are attached to the joints on the upper and lower floors, and the panel joints are caulked to prevent water leakage such as rainwater. [Effects of the Invention] As described in the above embodiments, the wooden building according to the present invention has an integral structure using the split pillar and the ceramic panel wall body, and has metal fittings, bolts, nuts or nails. Since it is a framework used, it is possible to greatly reduce the number of joint work on site, which is associated with wooden construction as in the conventional method. As a result, the number of man-hours on site is reduced, which contributes to the improvement of construction efficiency, which is also useful for cost reduction.
〔図 1〕本発明の実施例に係る分割柱とセラミツクパ
ネル壁体を用いて組立てた建築物の平面図である。 〔図 2〕本発明の実施例に係る分割柱をセラミツクパ
ネル壁体に取付け、締付用ボルトを装着した状態を示す
斜視図である。 〔図 3〕本発明の実施例に係る分割柱とセラミツクパ
ネル壁体を用いた軸組斜視図である。 〔図 4〕本発明の実施例に係るコーナ部に用いる金具
類の斜視図である。 〔図 5〕本発明の実施例に係るセラミツクパネル壁体
を家屋壁体として使用した取付図である。 〔図 6〕大梁と小梁の取付状態を示す斜視図である。 〔図 7〕分割柱とセラミツクパネル壁体の組立状況を
示す断面図である。 〔図 8〕2階建部分の軸組を示す図である。 〔図 9〕小屋組の状態を示す図である。 〔符号の説明〕 1:セラミツクパネル壁体 2:分割柱(二等辺三
角形) 3:中間柱 4:火打ち金具 5:かね折り金具 6:梁止め平板金具 7:ボルト及びナツト 8:大梁(胴差し) 9:土 台 10:アンカーボルト 11:L形平折金具 12:基 礎 13:釘(壁体取付) 14:小 梁 15:目かくしコーナ 16:角コーナ 17:たるき 18:登り梁 19:軒げた 20:大梁・小梁接続
金具 21:釘 22:つぎ板 23:筋かい用張線 24:ターンバツクル 25:T型金具FIG. 1 is a plan view of a building assembled by using divided columns and ceramic panel wall bodies according to an embodiment of the present invention. [FIG. 2] FIG. 2 is a perspective view showing a state in which a divided column according to an embodiment of the present invention is attached to a ceramic panel wall body and a tightening bolt is attached. [FIG. 3] A perspective view of a frame using divided columns and ceramic panel wall bodies according to an embodiment of the present invention. FIG. 4 is a perspective view of metal fittings used in the corner portion according to the embodiment of the present invention. [Fig. 5] Fig. 5 is an installation view in which the ceramic panel wall body according to the embodiment of the present invention is used as a house wall body. [Fig. 6] Fig. 6 is a perspective view showing a mounted state of a girder and a girder. FIG. 7 is a sectional view showing an assembled state of a divided column and a ceramic panel wall body. [Fig. 8] Fig. 8 is a diagram showing a framework of a two-story portion. FIG. 9 is a diagram showing a state of a shed assembly. [Explanation of reference symbols] 1: Ceramic panel wall body 2: Dividing pillar (isosceles triangle) 3: Intermediate pillar 4: Fire metal fitting 5: Metal fold metal fitting 6: Beam stop flat metal fitting 7: Bolt and nut 8: Large girder ) 9: Base 10: Anchor bolt 11: L-shaped flat folding metal fitting 12: Foundation 13: Nails (wall mounting) 14: Beams 15: Blind corners 16: Corner corners 17: Taruki 18: Climbing beams 19 : Eaves girder 20: Large beam / small beam connection metal fitting 21: Nail 22: Next plate 23: Bracing wire 24: Turn back 25: T-shaped metal fitting
Claims (4)
いる分割柱と、セラミツクパネル壁体をあらかじめ−体
に構成し、分割柱をボルト・ナツトと接着剤で1本の柱
とし、柱と外壁体を一体に軸組することを特徴とする内
外一体軽量壁面体家屋の建築工法。[Claim 1] The cross section shows an isosceles triangle, and the divided pillar used for the building even part and the ceramic panel wall body are pre-formed into one body, and the divided pillar is one pillar with bolts, nuts and an adhesive, A construction method for a house with integrated light and inner wall surfaces, characterized in that the pillar and the outer wall are integrally framed.
上面に梁仕口を施した大梁を載置し、火打ち金具、かね
折り金具、梁止め平板金具で建屋の水平抗力を付与する
ことを特徴とする請求項1記載の内外一体軽量壁面体家
屋の建築工法。[Claim 2] Placing a large beam with a beam connection on the upper surface of a framed divided column and a ceramic panel wall, and providing a horizontal reaction force of the building with a metal fitting, a fold metal fitting, and a beam stop flat metal fitting. The method for constructing a light and internal wall surface house as claimed in claim 1, wherein:
並びに接着剤を用いて中間柱とすることを特徴とする請
求項1記載の内外一体軽量壁面体家屋の建築工法。[Claim 3] The method for constructing a light and internal integrated wall house according to claim 1, wherein the divided pillar having a rectangular cross section is used as an intermediate pillar using bolts, nuts and an adhesive.
てセラミツクパネル壁体に水平抗力を持たせたことを特
徴とする請求項1記載の内外一体軽量壁面体家屋の建築
工法。[Claim 4] The method for constructing a light and internal integrated wall surface house according to claim 1, wherein the ceramic panel wall is provided with horizontal resistance by using bracing tension wires and turnbuckles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15601593A JPH06330574A (en) | 1993-05-22 | 1993-05-22 | Method of construction of internal-external integral light-weight wall-surface body house using split column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15601593A JPH06330574A (en) | 1993-05-22 | 1993-05-22 | Method of construction of internal-external integral light-weight wall-surface body house using split column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06330574A true JPH06330574A (en) | 1994-11-29 |
Family
ID=15618456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15601593A Pending JPH06330574A (en) | 1993-05-22 | 1993-05-22 | Method of construction of internal-external integral light-weight wall-surface body house using split column |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06330574A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08232371A (en) * | 1995-02-28 | 1996-09-10 | Natl House Ind Co Ltd | Set back structure of building |
| KR101132334B1 (en) * | 2011-11-16 | 2012-04-05 | 임정택 | Construction with divided framework and traditional korean-style house using the same |
-
1993
- 1993-05-22 JP JP15601593A patent/JPH06330574A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08232371A (en) * | 1995-02-28 | 1996-09-10 | Natl House Ind Co Ltd | Set back structure of building |
| KR101132334B1 (en) * | 2011-11-16 | 2012-04-05 | 임정택 | Construction with divided framework and traditional korean-style house using the same |
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