JPH09250192A - Double-bearing wall method of building - Google Patents

Double-bearing wall method of building

Info

Publication number
JPH09250192A
JPH09250192A JP10065596A JP10065596A JPH09250192A JP H09250192 A JPH09250192 A JP H09250192A JP 10065596 A JP10065596 A JP 10065596A JP 10065596 A JP10065596 A JP 10065596A JP H09250192 A JPH09250192 A JP H09250192A
Authority
JP
Japan
Prior art keywords
wall
double
plywood
resin
structural
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
Application number
JP10065596A
Other languages
Japanese (ja)
Inventor
Mitsuo Nakayama
光男 中山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10065596A priority Critical patent/JPH09250192A/en
Publication of JPH09250192A publication Critical patent/JPH09250192A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To make a wall firm and dense, by forming a space with double structural plates and charging and foaming a resin in the space. SOLUTION: A sheet of structural plywood 1 constituting the center of a wall is held by outside studs 2-1 and inside studs 2-2 to integrally form a double- wall. In this time, holes 8 for injection of urethane and for spouting excessive urethane are made on the plywood 1. Sills are arranged prior to the erection of the wall and fixed by bolts, nuts, and metal blocks. Then, the column 4 is connected to the double-wall to erect it and bracings are fitted to the sills to temporarily fix them. Subsequently adjacent walls are erected in turn. Finally, the horizontality and verticality are confirmed and the adjacent parallel walls are fixed to the sills. After completion of the works, the external structural plywoods 3 are nailed at the whole face. A resin agent is injected in the space between the plywoods 1, 3. The resin is injected at first into the lowermost hole 8 to spout the foamed resin from the second hole. After visual confirmation thereof, the resin is injected in the next hole 8 and the procedure is reteated. In this way, the heat-insulation work is rapidly and easily executed and a high quality wall can be obtained.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、高耐震の壁を簡単に
作るもので、真の構造合板を内外の間柱で挟み一体化
し、更に外側に構造合板を取付ダブル鋼性にするもので
ある。真と外の間隙を発砲樹脂を採用して注入充填す
る。高機密な断熱、保温、結露防止、防音性能の優れた
住環境を迅速に経済的に作るものである。多重耐震構造
で、壁厚をとらず、高機密そして高断熱また防音を重視
し、更に耐久性は抜群で、省エネルギーの維持費の少な
いものにできる。壁のみならず、床と天井にも採用可能
のダブル構造板の壁躯の製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended to easily make a highly earthquake-resistant wall, in which a true structural plywood is sandwiched between inner and outer studs to be integrated, and further a structural plywood is attached to the outside to make it a double steel. . The gap between the true part and the outer part is injected and filled using foam resin. It quickly and economically creates a living environment with highly confidential heat insulation, heat retention, dew condensation prevention, and soundproofing. It has a multi-seismic structure, does not take wall thickness, attaches great importance to high airtightness, high heat insulation and soundproofing, and has outstanding durability as well as energy saving and low maintenance cost. The present invention relates to a method for manufacturing a wall structure of a double structure plate that can be used not only for walls but also for floors and ceilings.

【0002】[0002]

【従来の技術】従来の地震に強いとされる2インチ×6
インチのツーバイシックスや在来工法でも柱を太くする
事で対応している。これは、重量があり工作の労力は日
本人に負担になっており、また材断面が大きくなる分部
屋を狭くしていた。断熱にはグラスウール等の繊維質の
ものが主体で結露に弱く水分を含んだ後の発散が鈍く内
部結露水で躯体にダメージを与えていた。性能の良い硬
質ウレタンフオーム樹脂板では現場切断の施工中に隙間
が出来て高機密には無理があった。それぞれ個々の資材
をかき集める対応では、地震に高耐久力のあると同時に
機密性のよい経済的な大衆価格で造る方法が開発されて
いない。
2. Description of the Related Art 2 inches x 6 which is said to be strong against conventional earthquakes
Inch two-by-six and conventional construction methods are also supported by thickening the pillars. This is heavy, and the labor of the work is a burden on the Japanese people, and the room has been made smaller due to the larger cross section. The heat insulation is mainly made of fiber such as glass wool, which is weak against dew condensation and diverges slowly after containing water, causing internal dew condensation water to damage the body. A hard urethane foam resin plate with good performance created a gap during the construction of the on-site cutting, which made it impossible to achieve high confidentiality. The method of scraping each individual material has not been developed to make it earthquake-resistant and at the same time sensitive and economical at a popular mass price.

【0003】[0003]

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

イ.柱サイズを太くする断面積拡大は部屋を狭くし、労
務の負担を強いている。 ロ.ツーバイフォーの人気が上昇しているが法律的な拘
束が多過ぎる。 ハ、市中の建材の種類が多いにも拘わらず結露の問題に
苦慮している。 ニ、高機密性向上に工業品も現場施工も作業者の技術に
左右され現場管理に悩みが多い。 ホ、価格競争過激の結果、見せかけの化粧を重視した風
潮があり過ぎ構造躯体の重視が不足している。 ハ.工業品の太鼓張りフラッシュパネル方式では上下左
右の結合に不能或は不便であり一部を破壊して建て方を
して不安を作っている。 ニ.工場製作の片側合板張りでは重量もあり、取り扱い
に重機を必要としている ホ.構造躯体を重視すると機密性が後手になり、華麗に
すれば躯体が後手になり、機密性を主にすれば躯体の作
業性を悪くする等一発で出来ない処に起因する。 本発明は、これらの欠点を解決するために発明されたも
のである。
I. Increasing the cross-sectional area by making the pillars thicker makes the room narrower and imposes a labor burden. B. The popularity of two-by-four is rising, but there are too many legal restrictions. C. Even though there are many types of building materials in the city, they are suffering from the problem of condensation. D. In order to improve the high confidentiality, both industrial products and on-site construction depend on the skill of the worker, and there are many worries about site management. E. As a result of extreme price competition, there is too much emphasis on sham makeup and there is a lack of emphasis on the structural body. C. It is impossible or inconvenient to connect the top, bottom, left and right with the industrial drum drum flash panel method, and I am worried about how to build it by destroying a part. D. The one-sided plywood covering manufactured by the factory is heavy and requires heavy equipment for handling. When the structure body is emphasized, the secrecy becomes late, and if it is brilliant, the body becomes late, and if the secrecy is mainly concerned, the workability of the body is deteriorated, and so on. The present invention has been made to solve these disadvantages.

【0004】[0004]

【課題を解決するための手段】ツーバイフォー等で、建
材としてのシングル構造用合板の耐震性能の良さは確認
済みであり、構造板を間隙を作りダブルにし、空間に発
砲ウレタンフォームを充填し、接着と圧縮強度また断熱
性能を得る一体化構成を特徴とする。図1は構成の平面
図、図2は斜視図、図3は正面図、図4は正面図の分
解、これらをもとに説明する。壁の木軸の部分概略は図
2の正面図の柱(4)と間柱縦横桟と土台(6)と梁
(7)の関係を示している。壁の中心を成す構造合板
(1)に外側間柱(2〜イ)内側間柱(2〜ロ)で挟ん
で一体化する。この形の名称をダブル壁とする。結合に
は、釘、木ねじ、接着剤単独または併用とする。建て方
をする前にあらかじめ必要数を製作する。真の構造合板
を挟みこむダブル壁の目的は、図1平面図と図4正面図
の分解で確認出来るように矢印方向から容易に釘等での
固定が自在である。建て方に先立ち、柱(4)とダブル
壁を釘等で結合する。或は柱を所定置に建ててから、後
でダブル壁を付けて躯体を建造して、順次立て方を進行
する。外板(3)は、ダブル壁結合後に図4の点線矢印
の様に取り付ける。建て方を終えて、窓等の開口部を納
める。外板(3)真板(1)の空間は発泡層(9)とす
る。発泡剤充填に先立ち、真板(1)に注入孔を所定数
開ける。孔は注入孔と余剰の噴き出し孔であり、前以
て、ダブル壁製作時にドリル穴を設ける事でも良い。壁
全体を点検、不備の無い事を確認する。発泡機械を現場
搬入し、機械工具のノズルで孔(8)樹脂を注入する。
樹脂は発泡層(8)で化学反応を起こし他の孔よりの噴
き出す。噴き状態で充填を目視確認する。ダブル壁の構
成は同一だが、作り方と建て方を外板の付け方の順番を
次の様にする事でもよい。スピード化に優れる分割方式
で、外板(3)と真板(1)の空間部(9)の目視確認
が不能となるので、採用は状況により判断する。あらか
じめ、外側間柱(2〜イ)と外構造合板(3)の合わせ
る。また内側間柱(2〜ロ)と真の構造合板(1)を合
わせるて2分割に作る。これを、シングル壁と名称し、
シングル壁外側部とシングル壁内側部とする。建て方
は、柱(4)とシングル壁外側部分(2〜イと3)を結
合して躯体を建造して立て方を進行する。そして、シン
グル壁内側部(2〜ロ)を堅固に取り付け、本来の一体
化ダブル壁の形とする。真部(2〜ロ)を付ける前に、
シングル壁外部(2〜イ)の結合不備の無い事を確認す
る。分割方式は高所での外板(3)取り付けの省力化に
有効である。シングル壁は工場製作とする時も軽い事に
なり取り扱いに都合が良い。このダブル壁は、在来軸組
工法と枠組壁工法のいずれにも採用可能で、伝統の日本
式在来とツーバイフォー折衷の、ダブル壁枠軸組工法で
ある。このシングル壁を二重にするダブル壁を更に重複
する事で強固にする。図1平面図と外側からの構成の合
板(3)+間柱(2〜イ)+合板(1)+間柱(2〜
ロ)で構成されているダブル壁に、更に合板+間柱の順
序で繰り返し、希望必要数を選択し強力な多重耐力壁を
作るものである。記述の、構造の板を構造用合板とし、
木質系を主とするが限定するものでは無く、また間柱も
発泡樹脂のウレタンも同様である。構成方法が基本目的
であり材質ではない。金属、樹脂、炭素繊維等をはじめ
新製品その他あらゆるものを積極的に採用して資材の拘
束はしないものである。
[Means for Solving the Problems] It has been confirmed by two-by-four, etc. that the single structural plywood as a building material has good seismic performance. It features an integrated structure to obtain compressive strength and heat insulation performance. FIG. 1 is a plan view of the structure, FIG. 2 is a perspective view, FIG. 3 is a front view, and FIG. 4 is an exploded view of the front view. The partial outline of the wood axis of the wall shows the relationship between the pillar (4), the stud vertical cross bar, the base (6) and the beam (7) in the front view of FIG. An outer stud (2-a) and an inner stud (2-b) are sandwiched and integrated with a structural plywood (1) that forms the center of the wall. The name of this shape is double wall. The connection may be nails, wood screws, adhesives alone or in combination. Make the required number in advance before building. The purpose of the double wall sandwiching the true structural plywood is that it can be easily fixed with nails or the like from the direction of the arrow as can be confirmed by disassembling the plan view of FIG. 1 and the front view of FIG. Prior to building, the pillar (4) and the double wall are connected with nails or the like. Or, after the pillars are built in a predetermined position, a double wall is attached later to build a skeleton, and the standing method is sequentially advanced. The outer plate (3) is attached as shown by the dotted arrow in FIG. 4 after the double wall connection. After completing the building, install the openings such as windows. The space of the outer plate (3) and the true plate (1) is a foam layer (9). Prior to filling the foaming agent, a predetermined number of injection holes are formed in the true plate (1). The holes are an injection hole and an extra spout hole, and a drill hole may be previously provided at the time of manufacturing the double wall. Inspect the entire wall and make sure there are no defects. The foaming machine is loaded on site and the nozzle of the machine tool is used to inject the hole (8) resin.
The resin causes a chemical reaction in the foam layer (8) and spouts from other holes. Visually check the filling in the spouted state. The structure of the double wall is the same, but the order of how to build and how to build the outer plate may be set as follows. Since the division method is excellent in speeding up, it becomes impossible to visually confirm the space portion (9) between the outer plate (3) and the true plate (1). The outer studs (2 to a) and the outer structural plywood (3) are fitted in advance. Also, the inner studs (2 to b) and the true structural plywood (1) are combined to make two halves. This is called a single wall,
The outside of the single wall and the inside of the single wall. As for the way of building, the pillar (4) and the outer portion of the single wall (2 to a and 3) are joined to build a skeleton, and the standing is proceeded. Then, the inner portions (2-B) of the single wall are firmly attached to form the original integrated double wall shape. Before attaching Shinbe (2-b),
Make sure that there are no inadequate connections on the outside of the single wall (2-a). The division method is effective for labor saving in mounting the outer plate (3) at a high place. The single wall is light and convenient to handle even when it is factory manufactured. This double wall can be used in both conventional frame construction method and frame wall construction method. It is a traditional Japanese style traditional and two-by-four eclectic double wall frame construction method. Make this single wall double to make it stronger by overlapping the double walls. Figure 1 Plan view and plywood (3) + studs (2-a) + plywood (1) + studs (2-
The double wall constructed in (b) is further repeated in the order of plywood + studs to select the desired number and make a strong multiple bearing wall. In the description, the structural board is the structural plywood,
Mainly, but not limited to, wood-based materials, and the same applies to studs and urethane foam resins. The construction method is the basic purpose, not the material. New products such as metals, resins, and carbon fibers, and all other new products will be positively adopted and materials will not be restricted.

【0005】[0005]

【作用】本発明は、高耐震力また高機密を満足する目的
の壁のダブル構造板方式で、安く作る事ができる方法で
ある顧客の要望している、安心して依頼発注できる家。
価格が安く丈夫で、快適な環境で、省エネルギーで、省
経費なものを、従来業者でもが簡単に工作できる。容易
に製作でき要望に合致して大きなメリットを持つもので
ある。高耐震の構成壁を完成度の高い部品化とする事
で、在来工法、ツーバイフォー工法等を凌ぐ能率性を持
った省力方法である。高機密な高断熱対策には、高耐震
性のため構成したダブル壁の空間をそのまま利用する合
理的なもので、現場での短時間の樹脂注入で一発解決の
優れた高品質方法である。壁の垂直方向のみならず、転
用して床の水平方向の構成強化も可能である。また別途
考案の床組工法を併用して、水平方向の鋼性向上を更に
強化するものである。
The present invention is a double-walled plate method of a wall for the purpose of satisfying high seismic resistance and high confidentiality, and is a method that can be manufactured at low cost.
The price is low, the environment is durable, the environment is comfortable, the energy is low, and the cost is low. It can be easily manufactured and has great merits according to the demand. This is a labor-saving method that is more efficient than conventional construction methods and two-by-four construction methods by making the highly earthquake-resistant construction walls into highly complete parts. For highly confidential and highly heat-insulating measures, it is rational to use the double-walled space constructed for high earthquake resistance as it is, and it is an excellent high-quality method that can be solved in one shot by short-time resin injection at the site. . Not only the vertical direction of the wall, but also the horizontal structure of the floor can be strengthened by diverting. In addition, the floor assembling method devised separately is used together to further strengthen the improvement of horizontal steel property.

【0006】[0006]

【実施例】以下、本発明の実施例について説明する。東
京都荒川区東尾久8丁目の別途新考案の地下室を基礎と
する敷地面積66m、建築面積49m、地上3階の
述べ147mの木造建築の個人住宅である。発明の実
験的な要素が多く、全て現場加工としたが、敷地が狭少
であり予め製作する当初考案の作業場での意義を確認す
る。建物の一部を例にとると、ダブル壁は真の構造用合
板9mm(1)に45×45×2700mmを450m
mピッチとした。間柱を基礎の上に並べて合板を合わせ
空気釘打機でダブル壁を作る。壁の立て起こしに先立ち
土台を並べ、ボルトナット金物で固定する。構造柱
(4)とダブル壁を接合して建て起こし、土台に筋交い
仮止めする。続いて隣接壁を順次繰り返す。終わりに水
平垂直を確認し、隣接の並列方向と土台に釘及びボルト
で強固に固定し建造する。柱(4)間柱(2〜イ・2〜
ロ)、土台(6)に下桟(2〜イ・2〜ロ)を結合する
時に、内床そして外足場より自在に躯体を損傷すること
無くできた。同手順で屋上まで建て方を繰り返し終了す
る。終了後、外側の構造用合板9mm(3)を全面釘止
めする。シングル壁の方式も部分的に試みて作業性が良
好である事を確認する。ウレタン樹脂発泡の注入と噴き
出し孔を、ピッチ450mm系10mmの穴(8)を真
板(1)に電気ドリルで開けた。同時に窓、出入口、換
気扇等の開口部を納める。ウレタン注入は一番下の穴か
ら初めて2番目の穴から液体が発泡して噴き出す。充填
しつつ、目視確認のうえ次の穴に注入を繰り返して進行
する。発泡体は釘の抜穴、木材の節、結合部隙間より勢
い良く噴き出して隙間という隙間の全てを充填する。隙
間は目で確認できない微小な空気の通り道を遮断する。
凝固後に余剰垂れ下がり固体となったものを金具で簡単
に除去する。現場には、普通トラック2トン車に発泡剤
液ドラム缶2本と機械を搬入し、積載したままホースを
延長して12m高の屋上に迄で施工する。作業量は厚さ
45mm壁面積200mで2日間のべ4人工のスピー
ドである。壁の厚さは2×4インチの4インチと同寸法
の90mmだが、合板の断面2枚合計18mmと発泡層
(9)面積合計の有効耐力面積は、2×6インチの6イ
ンチ厚の壁と比較して断面積に優るものである。使用の
発泡樹脂は、接着と圧縮強度は共に1平方メートル当た
り3トンの特徴を有する。顧客の要望の安い予算で完成
して、見学者にその丈夫な構成の躯体を認められる。高
機密、高断熱は、他に発明の温水床暖房とあいまって、
越冬の寒さを払拭する快適な住環境となり、高断熱の小
エネルギーで経費も少なく、顧客のお年よりも非常にご
満悦である。以上実施した結果である。
Embodiments of the present invention will be described below. It is a private house of wooden construction with a site area of 66 m 2 , a building area of 49 m 2 , and a ground floor of 147 m 2 on the 3rd floor above ground, which is based on a newly-developed basement in 8 Higashiokyu, Arakawa-ku, Tokyo. There were many experimental elements of the invention, and all were processed on-site, but the site is small, so we will confirm the significance of the factory that was originally devised in advance. Taking a part of a building as an example, a double wall is 45m x 45x2700mm 450m on a true structural plywood 9mm (1).
The pitch was m. The studs are lined up on the foundation and plywood is combined to make a double wall with an air nailer. Prior to raising the wall, lay the bases and fix them with bolts and nuts. The structural pillar (4) and the double wall are joined together to build them up, and the braces are temporarily braced to the base. Subsequently, the adjacent walls are sequentially repeated. At the end, check the horizontal and vertical, and firmly fix it with the nails and bolts on the adjacent parallel direction and the base to build it. Pillar (4) Pillar (2-A.2-
B) When connecting the lower crosspieces (2 to a.2 to b) to the base (6), it was possible to freely damage the skeleton from the inner floor and the outer scaffold. The same procedure is repeated until the roof is built. After the completion, the outer structural plywood 9 mm (3) is entirely nailed. Partially try the single wall method to confirm that the workability is good. A hole (8) having a pitch of 450 mm and a diameter of 10 mm was formed in the true plate (1) with an electric drill as the injection and ejection holes of the urethane resin foam. At the same time, store windows, doorways, ventilation fans, and other openings. When urethane is injected, liquid starts to bubble from the bottom hole and the second hole blows out. While filling, visually inspect and repeat injection into the next hole to proceed. The foam spouts out of the nail holes, the knots of wood, and the joint gaps and fills all the gaps. The gap blocks the passage of minute air that cannot be seen visually.
After the solidification, excess metal drooping and becoming solid is easily removed with metal fittings. At the site, we will carry two foaming agent liquid drums and a machine into a two-ton truck, and extend the hose while it is still loaded until the roof is 12m high. The work amount is 45 mm in thickness, 200 m 2 in wall area, and 4 artificial speeds for 2 days. The wall thickness is 90 mm, which is the same size as 4 inches of 2 x 4 inches, but the effective bearing area of the cross section of the plywood is 18 mm and the total area of the foam layer (9) is 6 inches thick wall of 2 x 6 inches. It is superior to the cross-sectional area compared to. The foamed resin used is characterized by an adhesive and compressive strength of both 3 tonnes per square meter. It will be completed at a low budget requested by the customer, and visitors will be allowed to have a sturdy structure. Highly confidential and high heat insulation, together with the hot water floor heating of the invention,
It provides a comfortable living environment that eliminates the cold of wintering, high insulation, small energy, low cost, and much more satisfying than the customer's year. The results are as described above.

【0007】[0007]

【発明の効果】本発明を採用することで、抜群の耐地震
のものがハウスメーカー等の特定な業者の耐震宣伝に負
けない、より優れた家を従来の弱小な業者の誰でも作れ
る。耐震の目的構成の空間を活用するウレタン発泡する
事で作業が早くなる事に加えて他に類を見ない高機密な
そして高断熱な品質の高いものが簡単に作れる。壁の内
側に結露の発生のしようが無く構造躯体の耐久性を大巾
アップする。小さくて力持ちの、壁の断面を小さくして
部屋を広くする効果を持っているが、その性能は有効耐
力断面積を堅持する合理性をもっている。
EFFECTS OF THE INVENTION By adopting the present invention, any of the conventional weak traders can make a better house in which the excellent earthquake resistance is equal to the earthquake-resistant advertisement of a specific trader such as a house maker. By using urethane foam that utilizes the space of the purpose-built earthquake-resistant, in addition to speeding up the work, you can easily make high-quality products that are highly confidential and highly insulating. Condensation does not occur on the inside of the wall, greatly improving the durability of the structural body. It is small and powerful, and has the effect of reducing the cross section of the wall to widen the room, but its performance has the rationality of firmly maintaining the effective bearing cross section.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成8年6月27日[Submission date] June 27, 1996

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【書類名】 明細書[Document Name] Statement

【発明の名称】 建造物のダブル耐力壁工法[Title of Invention] Double bearing wall construction method for buildings

【特許請求の範囲】[Claims]

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、壁真に構造合板を
据え内の間柱及び外の間柱で挟み、外側の構造合板と内
側の耐火ボードで一体化するダブル構造合板にて作る事
を基本に、剛性を成す高耐震壁の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is based on the fact that a structural plywood is sandwiched between an inner stud and an outer stud, and a double structural plywood is integrally formed by an outer structural plywood and an inner fireproof board. The present invention relates to a method of manufacturing a highly earthquake-resistant wall having rigidity.

【0002】該壁の真と外の間隙に発砲樹脂を注入充填
し、圧縮強度は打撃破壊抵抗力を増し、接着強度は合板
の歪曲防止並びに一体化強度を増し更なる剛性力を作り
耐久性の優れる壁体を成す。
Foaming resin is injected and filled in the gap between the true and outer sides of the wall, the compressive strength increases the impact fracture resistance, and the adhesive strength prevents the plywood from being distorted and the integral strength increases the rigidity to further increase the durability. Form an excellent wall.

【0003】該充填は耐震力向上に加えて、静止空気を
多量に含む発砲樹脂で高機密な断熱と保温そして結露防
止更に防音効果に優れ住環境を迅速に経済的に成す。
In addition to the improvement of seismic resistance, the filling is a foam resin containing a large amount of still air, which has a highly confidential heat insulation, heat retention, prevention of dew condensation, excellent soundproofing effect, and quick and economical living environment.

【0004】充填方法は、多重耐震構造を壁厚をとらず
に耐震力を得、住環境を快適に維持する機能が多く、ラ
ンニングコスト面で省エネルギーの維持費の少ないもの
にする。
[0004] The filling method has a multiple seismic resistant structure, which has many functions of obtaining seismic resistance without taking a wall thickness and maintaining a comfortable living environment, and has a low running cost and energy saving maintenance cost.

【0005】壁のみならず、床及び天井に援用し耐力躯
体の製造方法に関する。
The present invention relates to a method for manufacturing a load-bearing frame not only for walls but also for floors and ceilings.

【0006】[0006]

【従来の技術】従来の地震に強いとされる2インチ×6
インチのツーバイシックスや在来工法でも柱を太くする
事で対応している。これは、重量があり工作の労力は日
本人に負担になっており、また材断面が大きくなる分部
屋を狭くしていた。
2. Description of the Related Art 2 inches x 6 which is said to be strong against conventional earthquakes
Inch two-by-six and conventional construction methods are also supported by thickening the pillars. This is heavy, and the labor of the work is a burden on the Japanese people, and the room has been made smaller due to the larger cross section.

【0007】断熱にはグラスウール等の繊維質のものが
主体で結露に弱く水分を含んだ後の発散が鈍く内部結露
水で躯体にダメージを与えていた。性能の良い硬質ウレ
タンフオーム樹脂板では現場切断の施工中に隙間が出来
て高機密には無理があった。
The heat insulation is mainly made of fiber such as glass wool, which is weak against dew condensation and diffusive after containing water, and internal dew condensation water damages the body. A hard urethane foam resin plate with good performance created a gap during the construction of the on-site cutting, which made it impossible to achieve high confidentiality.

【0008】それぞれ個々の資材をかき集める対応で
は、地震に強い耐久力があり機密性のよい構造体を造る
方法が開発されていない。
As a method of scraping each of the individual materials, no method has been developed for constructing a structure having a strong endurance against earthquakes and having good airtightness.

【0009】[0009]

【発明が解決しようとする課題】耐震力を増すための柱
サイズを太くする断面積拡大は部屋を狭くし、労務の負
担を強いている。
The expansion of the cross-sectional area for increasing the column size to increase the seismic resistance makes the room narrower and imposes a labor burden.

【0010】ツーバイフォーの人気が上昇しているが、
在来工法に比較し大きな開口部及び大きな間取りを得る
のに法律的な拘束が多過ぎる。
Although the popularity of two-by-four is rising,
There are too many legal restrictions to obtain a large opening and a large floor plan compared to the conventional construction method.

【0011】市中の建材の種類が多いにも拘わらず結露
の問題に苦慮していて、高機密性製品も工業品も現場施
工作業者の技術に左右され現場管理に悩みが多い。
Although there are many types of building materials in the city, they are suffering from the problem of dew condensation, and both highly confidential products and industrial products depend on the technique of the site construction worker, and there are many worries about site management.

【0012】価格競争過激の結果、見せかけの化粧を重
視した風潮があり過ぎ構造躯体の重視が不足している。
As a result of the extreme price competition, there is a tendency to emphasize the appearance of cosmetics, and the emphasis on the structural body is insufficient.

【0013】壁の工業品の太鼓張りフラッシュパネル方
式では上下左右の結合に不能或は不便であり、一部を破
壊して建て方をし不安を作っている。
In the wall-mounted industrial drum drum flash panel system, it is impossible or inconvenient to connect the upper, lower, left and right sides, and it is anxious to build it by destroying part of it.

【0014】工場製作の片側合板張りでは重量もあり、
取り扱いに重機を必要としている。
The one-sided plywood covering produced in the factory is heavy,
Requires heavy equipment for handling.

【0015】建造物の構造躯体を重視すると機密性が後
手になり、華麗にすれば躯体が後手になり、機密性を主
にすれば躯体の作業性が劣るに起因する。
This is because if the structure frame of a building is emphasized, the secrecy is behind, if it is brilliant, the frame is behind, and if the secrecy is mainly, the workability of the frame is poor.

【0016】本発明は、これらの欠点を解決するために
発明されたものである。
The present invention has been invented to solve these drawbacks.

【0017】[0017]

【課題を解決するための手段】ツーバイフォー等で、建
材としてのシングル構造用合板の耐震性能の良さは確認
済みであり、構造板を間隙を作りダブルにして増強す
る。
[Means for Solving the Problems] It has been confirmed by two-by-four, etc. that the single structural plywood as a building material has good seismic performance, and a structural board is provided with a gap to double the strength.

【0018】合板と合板の間隙空間に発砲ウレタンフォ
ームを充填し、接着と圧縮強度また断熱性能を得る一体
化構成を特徴とする。
It is characterized by an integrated construction in which a foamed urethane foam is filled in the space between the plywood and the plywood to obtain adhesion, compressive strength and heat insulation performance.

【0019】図1は構成の平面図、図2は斜視図、図3
は正面図、図4は正面図の分解、これらをもとに説明す
る。壁の木軸の部分概略は図2の正面図の柱(4)と間
柱の縦及び横桟と土台(6)そして梁(7)の関係を示
している。
FIG. 1 is a plan view of the structure, FIG. 2 is a perspective view, and FIG.
Is a front view, FIG. 4 is an exploded view of the front view, and description will be made based on these. A partial outline of the wooden axis of the wall shows the relationship between the vertical (horizontal) and horizontal crosspieces of the pillar (4) and the stud, the base (6) and the beam (7) in the front view of FIG.

【0020】壁の中心を成す構造合板(1)に外の間柱
(2〜イ)内の間柱(2〜ロ)で挟んで一体化の形とし
たダブル壁と称し、結合には、釘、木ねじ、接着剤また
は併用とし、建て方をする前にあらかじめ必要数を製作
する。
It is called a double wall which is formed by sandwiching an outer stud (2-a) and an inner stud (2-b) on a structural plywood (1) which forms the center of the wall, and a nail, Use wood screws, glue, or a combination, and make the required number in advance before building.

【0021】壁真の構造合板を挟むダブル壁の目的は、
図1平面図と図4正面図の分解で確認出来るように矢印
方向から容易に釘での固定が自在であり、建て方に先立
ち柱(4)とダブル壁を釘等で結合する。或は柱を所定
置に建ててから、後でダブル壁を付けて躯体を建造し、
順次立て方を進行し、外合板(3)は、ダブル壁結合後
に図4の点線矢印の様に取り付け、建て方を終えて、窓
等の開口部を納める。
The purpose of the double wall sandwiching the true structural plywood is
As can be seen by disassembling the plan view of FIG. 1 and the front view of FIG. 4, it can be easily fixed with nails in the direction of the arrow, and the pillar (4) and the double wall are joined with nails or the like prior to building. Or after building the pillars in place, later build a skeleton with double walls
After the double plywood (3) is joined to the outer plywood (3), the outer plywood (3) is attached as shown by a dotted arrow in FIG. 4, the building is completed, and the openings such as windows are housed.

【0022】外合板(3)真合板(1)の空間は発泡層
(9)とする。発泡剤充填に先立ち、真合板(1)に注
入孔を所定数開ける。孔は注入孔と余剰の噴き出し孔で
あり、前以て、ダブル壁製作時にドリル穴を設ける事で
も良い。壁全体を点検し不備の無い事を確認し、搬入の
発泡機械の工具ノズルで孔(8)より樹脂を注入し、発
泡層(8)で化学反応を起こし他の孔よりの噴き出し状
態で充填を確認できる。
The space of the outer plywood (3) and the true plywood (1) is a foam layer (9). Prior to filling the foaming agent, a predetermined number of injection holes are formed in the plywood (1). The holes are an injection hole and an extra spout hole, and a drill hole may be previously provided at the time of manufacturing the double wall. The whole wall is inspected and it is confirmed that there are no defects, and the resin is injected from the hole (8) with the tool nozzle of the foaming machine that is carried in, and the chemical reaction occurs in the foam layer (8) and the resin is injected from the other holes. Can be confirmed.

【0023】ダブル壁の構成は同一だが、作り方と建て
方を外板の付け方の順番を次の様に執る。スピード化に
優れる分割方式で、外合板(3)と外の間柱の(2〜
イ)の外側片面パネルと真合板(1)と内の間柱の内側
片面パネルの2分割に作りシングル壁する。
The construction of the double wall is the same, but the order of how to make and how to build is as follows. It is a division method with excellent speed, and the outer plywood (3) and the outer studs (2-
The outer single-sided panel of (a), the inner plywood (1), and the inner single-sided panel of the inner stud are divided into two parts to form a single wall.

【0024】建て方は、柱(4)と該外シングルパネル
(2〜イと3)を結合して躯体を組立て、該内シングル
パネル(2〜ロ)をに取付け、本来の一体化ダブル壁の
形とし、分割方式は高所での外合板(3)取り付けの省
力化に有効で、シングル壁は工場製作で軽く取扱いに都
合が良い。
As for the way of building, the pillar (4) and the outer single panel (2 to a and 3) are combined to assemble a skeleton, and the inner single panel (2 to b) is attached to the original integrated double wall. The split method is effective in saving labor for mounting the outer plywood (3) at a high place, and the single wall is manufactured in a factory and is convenient for handling.

【0025】該ダブル壁は、在来軸組工法と枠組壁工法
のいずれにも採用可能で、伝統の日本式在来及びツーバ
イフォー折衷のダブル壁枠軸組工法である。
The double wall is applicable to both the conventional frame construction method and the frame wall construction method, and is the traditional Japanese-style conventional and two-by-four eclectic double wall frame construction method.

【0026】ダブル壁の内側(5)の耐火ボードを合板
にしてトリプル耐力壁として増強する。
The refractory board inside the double wall (5) is reinforced with plywood as a triple bearing wall.

【0027】ダブル壁を更に重複する事で強固の、図1
平面図と外側からの構成の合板(3)+間柱(2〜イ)
+合板(1)+間柱(2〜ロ)で構成されている該ダブ
ル壁に、更に合板+間柱の順序で繰り返し取付け、希望
必要数を選択し強力な多重耐力壁を作るものである。
The double wall is further overlapped to make it stronger.
Plan view and plywood (3) + studs (2-a) from outside
The plywood (1) + the studs (2 to b) are attached to the double wall repeatedly in the order of plywood + studs, and the desired required number is selected to make a strong multi-bearing wall.

【0028】発泡樹脂を充填層(9)と充填無し間隙層
を繰り返して多重に構成し機能アップを図る及び全体を
充填層とする方法。
A method of repeatedly forming a filling layer (9) and a non-filling gap layer of the foamed resin so as to have multiple functions so as to improve the function, and a method of forming the entire filling layer.

【0029】記載の、構造の板を構造用合板とし、木質
系を主とするが限定するものでは無く、また間柱も発泡
樹脂のウレタンも同様で、構成及び方法が基本目的であ
り材質ではなく、金属、樹脂、炭素繊維等をはじめ新製
品その他あらゆるものを積極的に採用して資材の拘束は
しない。
The structural board described above is a structural plywood and is mainly made of wood, but is not limited thereto. The studs and urethane of foamed resin are also the same, and the structure and method are the basic purpose and not the material. , New products such as metal, resin, carbon fiber, etc. and all other things will be positively adopted and materials will not be restricted.

【0030】[0030]

【発明の実施の形態】本発明は、高耐震力また高機密を
満足する目的の壁のダブル構造板方式で、安く作る事が
できる方法で、顧客の要望の安心し依頼発注できる家の
価格が安く丈夫で快適な環境を成し省エネルギー省経費
な者である。従来業者において指導により、簡単に容易
に製造可能で、顧客の要望に合致したものを提供する大
きなメリットを持つものである。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is a double structure board system of a wall for the purpose of satisfying high earthquake resistance and high confidentiality, is a method that can be cheaply manufactured, and the price of a house where customers can request and place an order with peace of mind It is a person who has a cheap, durable and comfortable environment and saves energy and costs. It is a great advantage to provide a product that can be easily and easily manufactured according to the instruction of a conventional trader and that meets the customer's request.

【0031】高耐震の構成壁を完成度の高い部品化とす
る事で、在来工法及びツーバイフォー工法等を凌ぐ或い
は複合構成の能率性を持つ省力方法であり、高機密な高
断熱対策には、高耐震性のため構成したダブル壁の空間
をそのまま利用する合理的なもので、現場での短時間の
樹脂注入で一発解決の優れた高品質方法である。
By making the highly earthquake-resistant construction wall into highly complete parts, it is a labor-saving method that surpasses the conventional construction method and the two-by-four construction method, or has the efficiency of a composite construction. It is a rational one that uses the double-walled space that is constructed for high earthquake resistance as it is, and it is an excellent high-quality method that can be solved in one shot with a short time resin injection on site.

【0032】壁の垂直方向のみならず、援用して床の水
平方向の鋼性向上を更に強化するものである。
[0032] Not only in the vertical direction of the wall, but also in the vertical direction of the wall, it is further strengthened to improve the steel property of the floor in the horizontal direction.

【0033】[0033]

【実施例】以下、本発明の実施例について説明する。東
京都荒川区に別途新考案の地下室を基礎とする敷地面積
66m、建築面積49m、地上3階の述べ147m
の木造建築の個人住宅で、発明の実験的な要素が多
く、全て現場加工としたが、敷地が狭少であり予め製作
する当初考案の作業場での有効性を確認する。
Embodiments of the present invention will be described below. Arakawa Ward, Tokyo, based on a newly designed basement, site area 66m 2 , construction area 49m 2 , 3rd floor above ground 147m
In a private house of 2 wooden construction, many experimental elements of the invention were used and all were processed on site, but the site is small, so the effectiveness in the original designed workshop is confirmed.

【0034】例にとるダブル壁は真の構造用合板9mm
(1)に45×45×2700mmを450mmピッチ
とした。間柱を基礎の上に並べて合板を合わせ空気釘打
機でダブル壁を作り、壁の立て起こしに先立ち土台を並
べ、ボルトナット金物で固定する。構造柱(4)とダブ
ル壁を接合して建て起こし、土台に筋交い仮止めする。
続いて隣接壁を順次繰り返す。終わりに水平垂直を確認
し、隣接の並列方向と土台に釘及びボルトで強固に固定
し建造する。
The example double wall is true structural plywood 9 mm
In (1), 45 × 45 × 2700 mm was used as a 450 mm pitch. Place the studs on the foundation, combine the plywood to make a double wall with a pneumatic nailing machine, line up the base before raising the wall, and fix it with bolts and nuts. The structural pillar (4) and the double wall are joined together to build them up, and the braces are temporarily braced to the base.
Subsequently, the adjacent walls are sequentially repeated. At the end, check the horizontal and vertical, and firmly fix it with the nails and bolts on the adjacent parallel direction and the base to build it.

【0035】柱(4)間柱(2〜イ・2〜ロ)、土台
(6)に下桟(2〜イ・2〜ロ)を結合する時に、内床
そして外足場より自在に躯体を損傷すること無くでき
た。同手順で屋上まで建て方を繰り返し終了する。終了
後、外側の構造用合板9mm(3)を全面釘止めする。
シングル壁の方式も部分的に試みて作業性が良好である
事を確認する。
When connecting the pillar (4) to the stud (2 to 2) to the base (6) and the lower bar (2 to 2) to the base (6), the skeleton can be freely damaged from the inner floor and the outer scaffold. I was able to do it without doing. The same procedure is repeated until the roof is built. After the completion, the outer structural plywood 9 mm (3) is entirely nailed.
Partially try the single wall method to confirm that the workability is good.

【0036】ウレタン樹脂発泡の注入と噴き出し孔を、
ピッチ450mm系10mmの穴(8)を真板(1)に
電気ドリルで開けた。同時に窓、出入口、換気扇等の開
口部を納める。ウレタン注入は一番下の穴から初めて2
番目の穴から液体が発泡して噴き出す。充填しつつ、目
視確認のうえ次の穴に注入を繰り返して進行する。発泡
体は釘の抜穴、木材の節、結合部隙間より勢い良く噴き
出して隙間という隙間の全てを充填する。隙間は目で確
認できない微小な空気の通り道を遮断する。凝固後に余
剰垂れ下がり固体となったものを金具で簡単に除去す
る。現場には、普通トラック2トン車に発泡剤液ドラム
缶2本と機械を搬入し、積載したままホースを延長して
12m高の屋上に迄で施工する。作業量は厚さ45mm
壁面積200mで2日間のべ4人工のスピードであ
る。
The urethane resin foam injection and spout holes are
Holes (8) having a pitch of 450 mm and a length of 10 mm were drilled in the true plate (1) with an electric drill. At the same time, store windows, doorways, ventilation fans, and other openings. Urethane injection starts from the bottom hole 2
Liquid foams and gushes from the second hole. While filling, visually inspect and repeat injection into the next hole to proceed. The foam spouts out of the nail holes, the knots of wood, and the joint gaps and fills all the gaps. The gap blocks the passage of minute air that cannot be seen visually. After the solidification, excess metal drooping and becoming solid is easily removed with metal fittings. At the site, we will carry two foaming agent liquid drums and a machine into a two-ton truck, and extend the hose while it is still loaded until the roof is 12m high. The amount of work is 45 mm thick
It is a total of 4 artificial speeds for 2 days with a wall area of 200 m 2 .

【0037】壁の厚さは2×4インチの4インチと同寸
法の90mmだが、合板の断面2枚合計18mmと発泡
層(9)面積合計の有効耐力面積は、2×6インチの6
インチ厚の壁と比較して断面積に優るものである。使用
の発泡樹脂は、接着と圧縮強度は共に1平方メートル当
たり3トンの特徴を有する。
The wall thickness is 90 mm, which is the same size as 4 inches of 2 × 4 inches, but the effective bearing area of the cross section of the plywood is 18 mm and the total area of the foam layer (9) is 6 of 2 × 6 inches.
It has a larger cross-sectional area than an inch-thick wall. The foamed resin used is characterized by an adhesive and compressive strength of both 3 tonnes per square meter.

【0038】顧客の要望の安い予算で完成して、見学者
にその丈夫な構成躯体を認められる。高機密、高断熱
は、他にの考案温水床暖房とあいまって、越冬の寒さを
払拭する快適な住環境となり、高断熱の省経費に顧客の
お年よりも非常にご満悦である。以上実施した結果であ
る。
It can be completed with a low budget requested by the customer, and the spectator can recognize its durable construction body. Highly confidential and highly heat-insulated, combined with other devised hot-water floor heating, provides a comfortable living environment that wipes out the cold of winter, and the cost of high insulation is much more pleasing than the customer's year. The results are as described above.

【0039】[0039]

【発明の効果】本発明は以上説明したような形態で実施
され、以下に記載されるような効果を奏する。
The present invention is embodied in the form described above, and has the following effects.

【0039】本発明を採用することで、超耐震のものが
特定な業者に負けない、優れた家を従来業者でも作れ
る。
By adopting the present invention, it is possible for a conventional contractor to create an excellent house in which super-quake-resistant ones are second to none.

【0040】耐震の目的構成のウレタン発泡充填で、断
熱作業が早く簡単に、しかも他に類を見ない品質の高い
ものが作れる。
With the purpose of seismic resistance, the urethane foam filling allows quick and easy heat insulation work, and makes it possible to make products of unparalleled quality.

【0041】壁内側の結露発生が防止され、構造躯体の
耐久性を大巾アップする。
The occurrence of dew condensation on the inside of the wall is prevented, and the durability of the structural body is greatly improved.

【0042】壁実寸が薄くて強いその性能は、有効耐力
断面積で、壁断面を小さくし部屋を広くする合理性があ
る。
The wall is thin and strong, and its performance is the effective bearing cross-sectional area, which is rational to make the wall cross-section smaller and the room wider.

【0043】高機密及び高断熱の静止空気充填壁は、遮
音性能も優れ空港及び高速道路並びに高速鉄道その他の
騒音沿線区域で、騒音防止専用の用途として転用でき
る。
The highly airtight wall with high airtightness and high heat insulation has excellent sound insulation performance, and can be diverted for noise prevention only in airports, highways, high-speed railways and other areas along noise lines.

【0044】[0044]

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明の断面の平面図である。FIG. 1 is a plan view of a cross section of the present invention.

【図2】 本発明の正面図である。FIG. 2 is a front view of the present invention.

【図3】 本発明の正面の斜視図である。FIG. 3 is a front perspective view of the present invention.

【図4】 本発明の側面の分解図である。FIG. 4 is an exploded view of a side of the present invention.

【符号の説明】 1 真の構造合板 2〜イ 外の間柱(上桟) 2〜ロ 内の間柱(下桟) 3 外の構造合板 4 柱 5 室内の耐火ボード 6 土台 7 梁(桁) 8 樹脂注入孔 9 発泡層[Explanation of symbols] 1 true structural plywood 2 a outer stud (upper beam) 2 b inner stud (lower beam) 3 outer structural plywood 4 column 5 fireproof board in room 6 base 7 beam (girder) 8 Resin injection hole 9 Foam layer

───────────────────────────────────────────────────── 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 2/56 622 E04B 2/56 622B 622H 632 632B 632D 632H 643 643A 643B 643F 643G 644 644K 645 645B 645C 645F 645G 651 651H 652 652H 1/76 1/76 F ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04B 2/56 622 E04B 2/56 622B 622H 632 632B 632D 632H 643 643A 643B 643F 643G 644 C 645 644 644K 645F 645G 651 651H 652 652H 1/76 1/76 F

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 木造建築の壁の構造を、中真の構造合板
を間柱で挟み一体化し、外側構造合板のダブル構成と
し、真と外に成す空間に樹脂剤を注入発泡して耐力壁の
製造方法。
1. A structure of a wall of a wooden building is integrated by sandwiching a solid structure plywood between studs to form a double structure of an outer structure plywood, and a resin agent is injected and foamed into a space formed between the true and the outer to form a bearing wall. Production method.
JP10065596A 1996-03-15 1996-03-15 Double-bearing wall method of building Pending JPH09250192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10065596A JPH09250192A (en) 1996-03-15 1996-03-15 Double-bearing wall method of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10065596A JPH09250192A (en) 1996-03-15 1996-03-15 Double-bearing wall method of building

Publications (1)

Publication Number Publication Date
JPH09250192A true JPH09250192A (en) 1997-09-22

Family

ID=14279836

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10065596A Pending JPH09250192A (en) 1996-03-15 1996-03-15 Double-bearing wall method of building

Country Status (1)

Country Link
JP (1) JPH09250192A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11131615A (en) * 1997-10-28 1999-05-18 Achilles Corp Heat insulating wall structure of building
JP2001090184A (en) * 1999-09-21 2001-04-03 Daiken Trade & Ind Co Ltd Wall structure for wooden building and construction method therefor
JP2004346626A (en) * 2003-05-22 2004-12-09 Sekisui Chem Co Ltd Opening structure of wall part, building unit, and window part structure
JP2005248567A (en) * 2004-03-04 2005-09-15 Life Home:Kk Wall structure of wooden building superior in aseismic performance, heat insulating performance and airtightness and composite panel used therefor
JP2006063733A (en) * 2004-08-30 2006-03-09 Mitsui Home Co Ltd Bearing wall of high magnification
DE102011079425A1 (en) 2010-07-20 2012-02-02 Nichiha Corp. Wall construction using a wall-supporting panel for a wooden building and its construction method
CN106121069A (en) * 2016-07-29 2016-11-16 北京奥克森节能环保科技有限公司 A kind of construction method of construction wall insulation
JP2018031155A (en) * 2016-08-23 2018-03-01 株式会社Bac Repair method for sash frame and inspection method on repaired state
JP2018031154A (en) * 2016-08-23 2018-03-01 株式会社Bac Repair method for sash frame and inspection method on repaired state

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11131615A (en) * 1997-10-28 1999-05-18 Achilles Corp Heat insulating wall structure of building
JP2001090184A (en) * 1999-09-21 2001-04-03 Daiken Trade & Ind Co Ltd Wall structure for wooden building and construction method therefor
JP2004346626A (en) * 2003-05-22 2004-12-09 Sekisui Chem Co Ltd Opening structure of wall part, building unit, and window part structure
JP2005248567A (en) * 2004-03-04 2005-09-15 Life Home:Kk Wall structure of wooden building superior in aseismic performance, heat insulating performance and airtightness and composite panel used therefor
JP2006063733A (en) * 2004-08-30 2006-03-09 Mitsui Home Co Ltd Bearing wall of high magnification
DE102011079425A1 (en) 2010-07-20 2012-02-02 Nichiha Corp. Wall construction using a wall-supporting panel for a wooden building and its construction method
RU2483170C2 (en) * 2010-07-20 2013-05-27 Нитиха Корпорейшн Wall design using bearing wall panel for wooden building and method of its manufacturing
US8640412B2 (en) 2010-07-20 2014-02-04 Nichiha Corporation Wall structure using bearing wall panel for wooden building and construction method thereof
CN106121069A (en) * 2016-07-29 2016-11-16 北京奥克森节能环保科技有限公司 A kind of construction method of construction wall insulation
JP2018031155A (en) * 2016-08-23 2018-03-01 株式会社Bac Repair method for sash frame and inspection method on repaired state
JP2018031154A (en) * 2016-08-23 2018-03-01 株式会社Bac Repair method for sash frame and inspection method on repaired state

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