JPH09296531A - Interior and exterior integrated wall material of light-weight cement - Google Patents
Interior and exterior integrated wall material of light-weight cementInfo
- Publication number
- JPH09296531A JPH09296531A JP8147800A JP14780096A JPH09296531A JP H09296531 A JPH09296531 A JP H09296531A JP 8147800 A JP8147800 A JP 8147800A JP 14780096 A JP14780096 A JP 14780096A JP H09296531 A JPH09296531 A JP H09296531A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- light
- interior
- wall material
- integrated
- 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)
- Building Environments (AREA)
Abstract
Description
【0001】〔産業上の利用分野〕本発明は、木造若し
くは軽量鉄骨造の住宅用壁体を構成する軽量セメント板
内外一体壁材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight cement board integrated inside / outside wall material that constitutes a wooden or lightweight steel frame wall for a house.
【0002】〔従来の技術〕従来の木造建築に用いられ
る真壁造り若しくは大壁造りの壁体は、湿式工法であつ
て、大都市部における最近の分譲住宅においては、石膏
ボード製の壁体が用いられる場合もあるが、地方都市に
おける住宅建築においては、従来通りの竹小舞壁を主体
とした壁体が主流を占めている。この竹小舞壁は、工期
が長い、左官職人の確保が困難である等の種々の問題点
を含んではいるが、日本固有の梅雨時でも、又朝夕の温
度差の大きい冬期であつても結露を生じない等の多くの
利点があり、最近の復古調の風潮とも相俟つて見直され
つつあり、この工法への要求は相変らず根強いものがあ
るが、前記したように、職人不足、長工期、耐振性不足
等の問題点を内臓している。[Prior Art] A conventional wall structure of a true wall or a large wall used in a wooden construction is a wet construction method, and in recent condominiums in large cities, a gypsum board wall is used. Although it is sometimes used, in residential buildings in local cities, the main body is the traditional bamboo small dance wall. This bamboo small dance wall has various problems such as long construction period and difficulty in securing plasterers, but even during the rainy season peculiar to Japan, and even during the winter season when the temperature difference between morning and evening is large. There are many advantages such as no condensation, and it is being reviewed in combination with the recent retrospective trend, and there are still strong demands for this construction method, but as mentioned above, there is a shortage of craftsmen, It has problems such as long construction period and lack of vibration resistance.
【0003】これらの対策のために、軸組倍率を向上さ
せ、工期を短縮する目的で、内壁、外壁の下地材より成
るセラミツクスパネル体を開発し、特開平4−2136
61号で開示した。又、上記発明で対応できない仕様並
びに強度・工期・価格等の要望に応えるために特開平6
−180032号で改良発明を試みたが、この両者共に
強度・工期・価格の面で利用者の要望に応え切れず、更
なる改良が望まれていた。As countermeasures against these problems, a ceramics panel body made of a base material for the inner wall and the outer wall was developed for the purpose of improving the magnification of the frame and shortening the construction period.
No. 61 disclosed. Further, in order to meet the specifications, strength, construction period, price, etc., which cannot be met by the above-mentioned invention, there is a need for Japanese Patent Laid-Open No.
Although an improved invention was tried in No. 180032, both of them could not meet the user's request in terms of strength, construction period and price, and further improvement was desired.
【0004】〔発明が解決しようとする課題〕従来用い
られた壁体は、外壁材、中打ち材、裏打ち材の3種類の
異つた壁材料を用い、壁体内部に結露防止用と電線通路
としての通孔と、筋違い用の張線を通す通孔を設けた木
造・軽量鉄骨造の住宅用壁体であつて、アングル材より
成る枠体と、肋骨材と縦肋骨材とを用いて構造体を構成
し、その外周にメツシユ鋼を取付けて籠体を構成したも
のを中心体とした乾式セラミツクスパネル壁体を使用し
ていた。壁材として3種類の材料を用い、且つ壁体内部
に2種類の通孔を設ける等で、必ずしも製作工数の低減
とはならず、組立てに筋違い等を必要とする等、使用者
の希望を満すものではなく、強度に優れ、簡易な方法で
工期が短縮でき、工費が低減できる壁体の開発するもの
である。[Problems to be Solved by the Invention] Conventionally used wall bodies are made of three different types of wall materials, namely, an outer wall material, a centering material, and a backing material. And a light-weight steel-framed housing wall with a through hole for the braces and a through hole for bracing, using a frame body made of angle materials, rib materials and vertical rib materials. A dry-type ceramics panel wall was used, which was composed of a structure and a cage formed by attaching mesh steel to the outer periphery of the structure. By using three types of materials as the wall material and providing two types of through holes in the wall body, etc., it does not necessarily reduce the manufacturing man-hours, and there is a need for user's wishes, such as requiring creases in assembly. It is not enough, but it is to develop a wall body that has excellent strength, can shorten the construction period with a simple method, and can reduce the construction cost.
【0005】〔課題を解決するための手段〕アングル材
と補強材より成る枠体に、鋼板を溶接して形成した内壁
側枠体と、補強材とラス網より成る外壁側枠体を組合わ
せて籠体を構成し、籠体内の空間部には断熱材を、内壁
並びに外壁には独立気泡を有する軽量骨材によるセメン
トモルタルを用いて壁体を構成し、軽量で軸組倍率を向
上させた壁体とした。本発明に係る壁体の内壁材とし
て、シラス材、シリカ、フヨーライト、ガラス繊維を用
いたセメントモルタルを、外壁材としてシラス材、シリ
カ、ガラス繊維を用いたセメントモルタルを壁材として
用い、断熱材としてウレタンフオームを使用したので、
軸組倍率が高く、軽い壁体が実現した。[Means for Solving the Problem] An inner wall side frame body formed by welding a steel plate to a frame body made of an angle member and a reinforcing material, and an outer wall side frame body made of a reinforcing material and a lath net are combined. The cage is constructed by using a heat insulating material in the space inside the cage, and by using cement mortar made of lightweight aggregate with closed cells on the inner and outer walls to construct the wall, which is lightweight and improves the frame magnification. And made a wall. As the inner wall material of the wall according to the present invention, shirasu material, silica, fuyolite, cement mortar using glass fiber, as the outer wall material shirasu material, silica, using cement mortar using glass fiber as a wall material, a heat insulating material Since I used urethane foam as
A high wall ratio has been achieved with a high frame magnification.
【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、本発明実施例に係る軽量セメン
ト板内外一体璧材の、内壁側並びに外壁側補強材の構造
と、組立状況を示す要部説明図である。図2は、軽量セ
メント板内外一体量材の、外壁側壁材の製作状況を示す
説明図である。図3は、軽量セメント板内外一体壁材
の、内壁側壁材の製作状況を示す説明図である。図4
は、本発明実施例に係る軽量セメント板内外一体壁材
を、木造軸組み工法に適応した場合を示す図である。[Embodiment] An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an explanatory view of a main part showing a structure and an assembling state of an inner wall side and an outer wall side reinforcing material of a lightweight cement board inner / outer integrated wall material according to an embodiment of the present invention. FIG. 2 is an explanatory view showing a manufacturing situation of the outer wall side wall material of the lightweight cement board integrated outside / inside quantity material. FIG. 3 is an explanatory view showing a manufacturing situation of an inner wall side wall material of the lightweight cement board inner / outer integrated wall material. FIG.
[Fig. 6] is a view showing a case where the lightweight cement board inner / outer integrated wall material according to the embodiment of the present invention is applied to a wooden frame construction method.
【0007】本発明の軽量セメント板内外一体壁体は、
軸組みの際における作業を容易にする目的で、実施例と
しては上部壁体21、中間部壁体22、下部壁体23の
3分割した壁体で説明するが、軸組み作業に支障が無け
れば一枚板で構成した壁体、若しくは四分割以上に分割
した壁体であつても差支えない。本実施例の上部壁体2
1は、軒げたと窓上部の間に取付ける壁体を示し、中間
部壁体22は窓部分を除いた位置に取付け、下部壁体2
3は土台部分より窓の下部までに取付ける壁体である。
尚壁体の横幅は、木造建築に適応する関係で、半間幅或
は一間幅で製作する。The lightweight cement board inner / outer integrated wall body of the present invention comprises:
For the purpose of facilitating the work at the time of frame assembly, as an embodiment, an upper wall body 21, an intermediate wall body 22, and a lower wall body 23 are described as three divided wall bodies, but there is no obstacle to the frame assembly work. For example, a wall body made of a single plate or a wall body divided into four or more may be used. Upper wall 2 of this embodiment
Reference numeral 1 denotes a wall body mounted between the eaves and the upper part of the window, and the middle wall body 22 is mounted at a position excluding the window portion, and the lower wall body 2
Reference numeral 3 is a wall body that is attached from the base portion to the lower part of the window.
The width of the wall is half-width or one-width because it is suitable for wooden construction.
【0008】図1(A)は壁体の内壁側に設ける剛体の
枠体であつて、20×20×3程度のアングル材を用い
て枠アングル1を組立て、枠体の上部並びに下部の四偶
部分には、30×3の平プレートを方づえ状に取付けた
補強プレート2で構成され、枠アングル1の変形を防止
する。この枠アングル1には、平板に開孔と突起を設け
た0.4mm厚の鋼板4を並べ、22×1.5の補強板
3と溶接すると共に枠アングル1並びに補強プレート2
とも溶接し、図1(A)に示す内側壁体の枠体構造とす
る。尚枠アングル1には、柱と壁体並びに枠体相互の接
続が可能なように、亜鉛ビスを取付けられるようにして
ある。FIG. 1A shows a rigid frame body provided on the inner wall side of the wall body. The frame angle 1 is assembled by using an angle member of about 20 × 20 × 3, and the upper and lower four parts of the frame body are assembled. The even portion is composed of a reinforcing plate 2 in which 30 × 3 flat plates are attached in a staggered shape, and prevents deformation of the frame angle 1. In this frame angle 1, a 0.4 mm thick steel plate 4 provided with openings and projections on a flat plate is arranged and welded to a 22 × 1.5 reinforcing plate 3 and the frame angle 1 and the reinforcing plate 2 are arranged.
They are also welded together to form the inner wall body frame structure shown in FIG. A zinc screw is attached to the frame angle 1 so that the pillar, the wall and the frame can be connected to each other.
【0009】図1(B)は壁体の外壁側に設ける網体で
あつて、外壁材の落下防止用にJIS2号で規定すラス
網5に、両端を50〜80mm折り曲げた横方向の補強
材6並びに縦方向の補強材7を溶接する。この外壁側網
体と、前記した内壁側剛体を組合わせて溶接し、図1
(C)に示すように、上部壁体21、中間部壁体22、
下部壁体23の籠体とし、その両側壁体の空間には、断
熱材としての50〜80mm厚さのウレタンフオーム8
を配置する。このように構成した籠体の状況を、図1
(D)にその断面図として示す。FIG. 1 (B) shows a net body provided on the outer wall side of the wall body, and a lath net 5 defined in JIS No. 2 for preventing the outer wall material from falling is reinforced in the lateral direction by bending both ends by 50 to 80 mm. The material 6 and the longitudinal reinforcing material 7 are welded. This outer wall side net body and the above-mentioned inner wall side rigid body are combined and welded,
As shown in (C), the upper wall body 21, the intermediate wall body 22,
The lower wall 23 is made into a cage, and the space of both side walls thereof has a urethane foam 8 having a thickness of 50 to 80 mm as a heat insulating material.
Place. Figure 1 shows the situation of the cage constructed in this way.
The cross-sectional view is shown in (D).
【0010】定盤10には、壁体の外壁に装飾を施すた
めの図柄が画かれた図柄シート9が載置され、軽量セメ
ント板内外一体壁材の外壁部にその図柄がそのまま転写
され、外壁側壁材として用いられるようにする。この図
柄シート9上に、上部壁体21、中間部壁体22、下部
壁体 23を製作するための仕切板を付した外壁側型枠
11を載置し、その仕切板内に夫々の籠体を配置して、
外部壁材を構成する混合骨材を打設する。On the surface plate 10, a design sheet 9 having a design for decorating the outer wall of the wall is placed, and the design is directly transferred to the outer wall portion of the lightweight cement board inside / outside integrated wall material, It is designed to be used as an outer wall material. On this pattern sheet 9, an outer wall side frame 11 having a partition plate for manufacturing the upper wall body 21, the intermediate wall body 22, and the lower wall body 23 is placed, and the respective cages are placed in the partition plate. Place your body,
The mixed aggregate that constitutes the external wall material is placed.
【0011】外壁側混合骨材は重量部%として、ポルト
ランドセメント74.2%、マイクロシリカ7.4%、
シラスバルーン14.0%、ガラス繊維1.7%、砂
2.5%に、水95%にポリカルボン酸エーテル系の減
水剤5%の混合液を均等に混合し、外壁骨材を20mm
厚に打設する。打設に際しては、図3に示すように、籠
体のラス網5が20mm厚さに打設された外壁混合骨材
の中央部分に位置するよう調節する。打設時には、バイ
ブレータ等を用いて混合骨材に振動を与え、骨材打設時
の気泡等を放出させて均質一体化すると共に、籠体と混
合骨材を密着させる。The outer wall side mixed aggregate is, by weight part, 74.2% of Portland cement, 7.4% of micro silica,
14.0% of shirasu balloon, 1.7% of glass fiber, 2.5% of sand, 95% of water and 5% of a polycarboxylic acid ether-based water reducing agent are evenly mixed to form an outer wall aggregate of 20 mm.
Cast thickly. At the time of driving, as shown in FIG. 3, the lath net 5 of the basket is adjusted so as to be positioned at the central portion of the outer wall mixed aggregate which is driven to a thickness of 20 mm. At the time of driving, the mixed aggregate is vibrated by using a vibrator or the like to release the bubbles and the like at the time of driving the aggregate so as to be homogeneously integrated, and the cage and the mixed aggregate are brought into close contact with each other.
【0012】外壁側混合骨材を打設した後、同様な内壁
側型枠12を図3に示すように載置し、内壁側混合骨材
を外壁側混合骨材と同様な方法で打設する。内壁側混合
骨材は、ポルトランドセメント46.7%、マイクシリ
カ4.5%、フヨーライト40.2%、シラスバルーン
4.2%、ガラス繊維2.0%に、水95%と減水剤5
%の混合液を2.4%混合した骨材を25mm厚に打設
する。After the outer wall side mixed aggregate is cast, a similar inner wall side formwork 12 is placed as shown in FIG. 3, and the inner wall side mixed aggregate is cast in the same manner as the outer wall side mixed aggregate. To do. Inner wall side mixed aggregate is Portland cement 46.7%, Mike silica 4.5%, Fuyolite 40.2%, Shirasu balloon 4.2%, glass fiber 2.0%, water 95% and water reducing agent 5
% Aggregate liquid is mixed and 2.4% is mixed, and the aggregate is cast in a thickness of 25 mm.
【0013】内外壁の混合骨材を打設した後、20〜3
0℃の室温で約8時間以上乾燥させた後、自然環境の中
で約20日以上のエージングを行い、歪取りを行う。こ
のエージング工程が省略されると、軸組み工法の耐力壁
として使用した場合、壁体に狂いを生じ、建築物として
の使用価値が低下する。上記したように、混合骨材は何
れもシラス材のように独立気泡を肩する軽量骨材を用
い、ひび割れ防止にガラス繊維が用いられ、枠アング
ル、補強材、鋼板による強度補強で、耐久力のある軽量
壁体が完成する。After placing the mixed aggregate on the inner and outer walls, 20 to 3
After drying at room temperature of 0 ° C. for about 8 hours or more, aging is performed for about 20 days or more in a natural environment to remove strain. If this aging step is omitted, when used as a load bearing wall in a frame construction method, the wall body is distorted and the utility value as a building is reduced. As mentioned above, the mixed aggregates are all made of lightweight aggregates such as shirasu that carry closed cells, and glass fibers are used to prevent cracks. A lightweight wall with a finish is completed.
【0014】このように構成された軽量セメント内外一
体壁材は、断熱材としてウレタンフオーム等の軽量材が
用いられているので、半間幅壁体で見掛け上の比重が
0.9と軽く、0.4mm厚のガリバリウム鋼板に開孔
と突起を設けた平板鋼板に、20×20×3の枠アング
ルと補強ブレートを溶接した内壁側鋼体を用いているの
で、許容剪断耐力も1076Kgf/m の高耐力壁を現出した。その結果従来工法で必要とされ
た筋違いも必要としなくなつた。Since the lightweight cement inner / outer integral wall material constructed as described above uses a lightweight material such as urethane foam as a heat insulating material, the apparent specific gravity of the half-width wall body is as light as 0.9, Since the inner wall side steel body in which the frame angle of 20 × 20 × 3 and the reinforcing plate are welded is used for the flat plate steel sheet having the openings and protrusions in the galvanic steel sheet of 4 mm thickness, the allowable shear strength is also 1076 Kgf / m. The high bearing wall of As a result, the striations required by the conventional method were eliminated.
【0015】図4は、前記した製法で製作された軽量セ
メント内外一体壁材を用い、実際の木造家屋への壁体と
して使用した具壁・大壁工法の実施例である。軸組み完
了後、本発明に係る軽量セメント内外一体量材を、柱1
3、胴差し16、並びに土台17の間にはめ込み、下部
壁体23、中間部壁体22、上部壁体21の順で組立
て、枠アングル1に設けてある亜鉛ビス差込み位置で、
柱、胴差し、土台並びに上・中・下の各壁体を相互に打
止めを行つて固定する。壁体の組立てには従来ならば筋
違いが必要であつたが、本壁体は軸組み倍率が5.0と
高いため、筋違いを省略しても壁体の持つ剛性が耐振力
を発揮するので、その必要が無くなつた。壁体が取付け
られた後は、内壁側の室内面を化粧材等で仕上げ、外壁
部は継合せ部分をコーキング15で仕上げて防水し、柱
の角部は角コーナ14を用いて外壁を覆う。FIG. 4 shows an embodiment of a concrete wall / large wall construction method in which the lightweight cement inner / outer integrated wall material manufactured by the above-mentioned manufacturing method is used as a wall body for an actual wooden house. After completion of the framing, the lightweight cement internal / external integrated mass material according to the present invention is attached to the pillar 1
3, fit between the body 16 and the base 17, and assemble in the order of the lower wall body 23, the intermediate wall body 22, and the upper wall body 21 at the zinc screw insertion position provided in the frame angle 1.
The pillars, the glove, the base, and the upper, middle, and lower walls are fixed together by fixing them. Conventionally, framing was required to assemble the wall body, but since this wall body has a high axial magnification of 5.0, the rigidity of the wall body exhibits vibration resistance even if the framing is omitted. , I no longer need it. After the wall is attached, the interior surface on the inner wall side is finished with a decorative material, the outer wall portion is finished with a caulking 15 for waterproofing, and the corner portions of the pillars cover the outer wall with corner corners 14. .
【0016】〔発明の効果〕以上に実施例として詳述し
たように、本発明に係る軽量セメント内外一体壁材は、
断熱材としてウレタンフオームを用い、独立気泡を有す
る軽量骨材により構成され、ひび割れ防止用にガラス繊
維を用いる等、軽量、耐火性、耐熱性に優れ、且つアン
グル枠、補強プレート、補強材並びに鋼板による強度補
強が行われているので、軸組倍率も5.0と高く、従来
工法で必要とされた筋違いを必要としなくなつた。断熱
材としてウレタンフオームを用いているので、見掛け上
の比重が0.9と軽く、取扱いが容易であると共に作業
性に優れ、建築工費の低減が見込めると共に、独立気泡
をする軽量骨材並びにウレタンフオームが用いられてい
るので、断熱性が高く結露を生じない等の多くの利点が
ある。[Effects of the Invention] As described in detail above as examples, the lightweight cement inner / outer integrated wall material according to the present invention is
It uses urethane foam as a heat insulating material, is composed of lightweight aggregates with closed cells, and uses glass fiber to prevent cracks. It has excellent light weight, fire resistance, heat resistance, and angle frame, reinforcing plate, reinforcing material, and steel plate. Since the strength is strengthened by the method, the framing magnification is as high as 5.0, which eliminates the need for the striations required by the conventional method. Since urethane foam is used as the heat insulating material, it has an apparent specific gravity of 0.9, is easy to handle, has excellent workability, and can be expected to reduce construction costs, and it is a lightweight aggregate and urethane with closed cells. Since a foam is used, it has many advantages such as high heat insulation and no condensation.
【図 1】本発明実施例に係る軽量セメント内外一体壁
材の、内外壁側の補強材の構造と、組立状況を示す要部
説明図である。FIG. 1 is an explanatory view of a main part showing a structure of a reinforcing material on an inner and outer wall side of a lightweight cement inner / outer integrated wall material according to an embodiment of the present invention and an assembled state.
【図 2】軽量セメント内外一体壁材の、外壁側壁材の
製作状況を示す説明図である。FIG. 2 is an explanatory view showing a production situation of an outer wall side wall material of a lightweight cement inner / outer integrated wall material.
【図 3】軽量セメント内外一体壁材の製作状況を示す
説明図である。FIG. 3 is an explanatory view showing a production state of a lightweight cement inside / outside integrated wall material.
【図 4】本発明実施例に係る軽量セメント内外一体壁
材を、木造軸組み工法に適応した事例を示す説明図であ
る。FIG. 4 is an explanatory diagram showing a case where the lightweight cement inner / outer integrated wall material according to the embodiment of the present invention is applied to a wooden frame construction method.
1:枠アングル 2:補強プート 3:補強材(鋼板用) 4:鋼 板 5:ラス網 6:補強材(横方向) 7:補強材(縦方向) 8:ウレタンフオーム 9:外壁図柄シート 10:定 盤 11:型枠(外壁側) 12:型枠(内壁側) 13: 柱 14:角コーナ 15:コーキング 16:胴差し 17:土 台 21:上部壁体 22:中間部壁体 23:下部壁体 1: Frame angle 2: Reinforcement putt 3: Reinforcement material (for steel plate) 4: Steel plate 5: Lath net 6: Reinforcement material (horizontal direction) 7: Reinforcement material (longitudinal direction) 8: Urethane foam 9: Outer wall pattern sheet 10 : Surface plate 11: Formwork (outer wall side) 12: Formwork (inner wall side) 13: Pillar 14: Square corner 15: Caulking 16: Body 17: Base 21: Upper wall 22: Intermediate wall 23: Lower wall
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 2/56 611 E04B 2/56 611C 622 622B 622K 643 643A 645 645C 645B E04C 2/06 E04C 2/06 Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI Technical indication location E04B 2/56 611 E04B 2/56 611C 622 622B 622K 643 643A 645 645C 645B E04C 2/06 E04C 2/06
Claims (5)
を溶接した内壁側枠体と、補強材とラス鋼より成る外壁
側枠体を組合わせて籠体を構成し、籠体内の空間部には
断熱材を、外壁並びに内壁には独立気泡を有する軽量骨
材を用いて壁体を構成し、軸組倍率を向上させたことを
特徴とする軽量セメント板内外一体壁材。1. A cage is constructed by combining an inner wall side frame made by welding a steel plate to a frame body made of an angle member and a reinforcing material and an outer wall side frame made of a reinforcing material and lath steel. A lightweight cement board inside / outside integrated wall material, characterized in that a heat insulating material is used for the space portion and a lightweight aggregate having closed cells is used for the outer wall and the inner wall to form a wall body to improve the frame assembly ratio.
り、軸組み完了後の壁体組立てを容易化したことを特徴
とする請求項1記載の軽量セメント板内外一体壁材。2. The lightweight cement board inner / outer integrated wall material according to claim 1, wherein the wall body is divided into a plurality of parts to facilitate the assembly of the wall body after completion of the axial assembly.
カ、シラス材、フョーライト、ガラス繊維、減水剤より
成ることを特徴とする請求項1記載の軽量セメント板内
外一体壁材。3. A lightweight cement board inner / outer integrated wall material according to claim 1, wherein cement mortar as an inner wall material is made of silica, shirasu material, fluorite, glass fiber, and a water reducing agent.
とを特徴とする請求項1記載の軽量セメント板内外一体
壁材。4. The lightweight cement board integrated inside / outside wall material according to claim 1, wherein urethane foam is used as the heat insulating material.
材、シリカ、ガラス繊維、減水剤より成ることを特徴と
する請求項1記載の軽量セメント板内外一体壁材。5. A lightweight cement board integrated wall material inside and outside according to claim 1, characterized in that cement mortar is used as an outer wall material, and is made of shirasu material, silica, glass fiber, and a water reducing agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14780096A JP3349890B2 (en) | 1996-05-07 | 1996-05-07 | Lightweight cement board interior and exterior wall material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14780096A JP3349890B2 (en) | 1996-05-07 | 1996-05-07 | Lightweight cement board interior and exterior wall material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09296531A true JPH09296531A (en) | 1997-11-18 |
| JP3349890B2 JP3349890B2 (en) | 2002-11-25 |
Family
ID=15438507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14780096A Expired - Fee Related JP3349890B2 (en) | 1996-05-07 | 1996-05-07 | Lightweight cement board interior and exterior wall material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3349890B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924699A (en) * | 2014-03-21 | 2014-07-16 | 四川东大板业有限公司 | Heat-insulation light plate with steel frame and method for manufacturing heat-insulation light plate |
| CN104278792A (en) * | 2013-07-05 | 2015-01-14 | 户志成 | Cement sheet component structure and preparation method thereof |
| CN104631660A (en) * | 2015-02-05 | 2015-05-20 | 张戈 | Foam hollow interlayer wall |
| CN105863151A (en) * | 2016-04-01 | 2016-08-17 | 杭萧钢构股份有限公司 | Light foaming ceramsite concrete board |
| CN106499073A (en) * | 2016-11-29 | 2017-03-15 | 广西大学 | A kind of NEW TYPE OF COMPOSITE light foamed ceramic body of wall body construction |
| CN110616830A (en) * | 2019-09-18 | 2019-12-27 | 云南凝创环保科技有限公司 | Light steel keel modified gypsum-based light partition wall and construction method thereof |
| CN110700480A (en) * | 2019-09-09 | 2020-01-17 | 湖南中富杭萧建筑科技股份有限公司 | Light high-strength prefabricated slab for building |
-
1996
- 1996-05-07 JP JP14780096A patent/JP3349890B2/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278792A (en) * | 2013-07-05 | 2015-01-14 | 户志成 | Cement sheet component structure and preparation method thereof |
| CN103924699A (en) * | 2014-03-21 | 2014-07-16 | 四川东大板业有限公司 | Heat-insulation light plate with steel frame and method for manufacturing heat-insulation light plate |
| CN104631660A (en) * | 2015-02-05 | 2015-05-20 | 张戈 | Foam hollow interlayer wall |
| CN105863151A (en) * | 2016-04-01 | 2016-08-17 | 杭萧钢构股份有限公司 | Light foaming ceramsite concrete board |
| CN106499073A (en) * | 2016-11-29 | 2017-03-15 | 广西大学 | A kind of NEW TYPE OF COMPOSITE light foamed ceramic body of wall body construction |
| CN110700480A (en) * | 2019-09-09 | 2020-01-17 | 湖南中富杭萧建筑科技股份有限公司 | Light high-strength prefabricated slab for building |
| CN110616830A (en) * | 2019-09-18 | 2019-12-27 | 云南凝创环保科技有限公司 | Light steel keel modified gypsum-based light partition wall and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3349890B2 (en) | 2002-11-25 |
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