JP2552289B2 - Composite board for building base material - Google Patents
Composite board for building base materialInfo
- Publication number
- JP2552289B2 JP2552289B2 JP62138409A JP13840987A JP2552289B2 JP 2552289 B2 JP2552289 B2 JP 2552289B2 JP 62138409 A JP62138409 A JP 62138409A JP 13840987 A JP13840987 A JP 13840987A JP 2552289 B2 JP2552289 B2 JP 2552289B2
- Authority
- JP
- Japan
- Prior art keywords
- asphalt
- base material
- layer
- cement
- composite board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 title claims description 52
- 239000002131 composite material Substances 0.000 title claims description 22
- 239000010426 asphalt Substances 0.000 claims description 39
- 239000000203 mixture Substances 0.000 claims description 30
- 239000000835 fiber Substances 0.000 claims description 27
- 239000004745 nonwoven fabric Substances 0.000 claims description 19
- 239000004568 cement Substances 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000000034 method Methods 0.000 description 10
- 239000000047 product Substances 0.000 description 8
- 239000000843 powder Substances 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 229920000728 polyester Polymers 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 239000011396 hydraulic cement Substances 0.000 description 3
- 238000010030 laminating Methods 0.000 description 3
- 230000014759 maintenance of location Effects 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 238000010345 tape casting Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 2
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 2
- 239000005977 Ethylene Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 238000007607 die coating method Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Laminated Bodies (AREA)
- Glass Compositions (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明はセメント系硬化物板を基材とした建築物下
地材用複合板、より詳細には防水性と釘の引抜保持力を
備えた、屋根などの下地材として使用される複合板に関
する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention provides a composite board for a building base material, which is based on a cement-based cured material board, and more specifically has waterproofness and nail pullout holding power. The present invention relates to a composite plate used as a base material for roofs and the like.
〔従来の技術〕 建築物の下地材、例えば屋根の下地材としては、従
来、木造建築の場合、野地板の上にアスファルトルーフ
ィングを敷設し、その上に瓦などの屋根材を配置してい
るが、この工法の場合、野地板に釘を打ち瓦を固定する
ことは可能であるが、野地板が湿気で腐り、ルーフィン
グも湿気で結露し、防水性の信頼性が低い。又、コンク
リート造、ALC建築で瓦を配置する場合は湿気による腐
食はないが、釘打ちが出来ず防水性もない。釘打ちが可
能なモルタル(例えばスカイモルタル)の場合でもアス
ファルトルーフィングなどを敷設した後、瓦を釘打ちし
て取付けるが、打設後一週間位の養成期間が必要であ
り、釘の引抜保持力が小さく、軒先部分などでは木材を
取付けて木材に瓦を固定し、その次点を補う必要がある
などの多くの問題点がある。[Prior Art] As a base material for a building, for example, as a base material for a roof, conventionally, in the case of wooden construction, an asphalt roofing is laid on a base plate, and a roofing material such as a tile is arranged on it. However, in this construction method, although it is possible to fix the tiles by nailing the tiles to the base plate, the base plate rots due to moisture and the roofing also condenses due to the moisture, so that the waterproofness is low in reliability. Also, when arranging roof tiles in concrete construction or ALC construction, there is no corrosion due to moisture, but nailing is not possible and it is not waterproof. Even in the case of mortar that can be nailed (for example, sky mortar), after asphalt roofing is laid, the tiles are nailed and installed, but it requires a training period of about one week after placing, and the nail pullout retention force However, there are many problems such as the need to attach timber to the timber and fix the roof tiles at the eaves to supplement the next point.
この発明は上記問題点に着目しなされたものである。
その目的は防水性が優れ、釘の引抜保持力が高い建築物
下地材用複合板を提案するにある。The present invention has been made in view of the above problems.
Its purpose is to propose a composite board for a building base material, which is excellent in waterproofness and has a high nail pullout retention force.
この建築物下地材用複合板は、セメント系硬化物板と
その表面に配した防水材層とを積層固着してなり、前記
防水材層はアスファルトを主体とする母材と8.8〜40重
量%の補強用短繊維とが均一に分散混合し、かつ、該短
繊維がアスファルト層と平行する面方向に配向してい
る、密実な厚さ3mm以上のアスファルト組成物層の両面
に不織布が積層してあることを特徴とする。This composite board for building base material is made by laminating and fixing a cement-based cured material board and a waterproof material layer disposed on the surface thereof, and the waterproof material layer is a base material mainly composed of asphalt and 8.8 to 40% by weight. The reinforcing short fibers are uniformly dispersed and mixed, and the short fibers are oriented in a plane direction parallel to the asphalt layer, and a nonwoven fabric is laminated on both sides of a solid asphalt composition layer having a thickness of 3 mm or more. It is characterized by being done.
この複合板のアスファルト組成物層は常温において固
体あるいは半固体であるブローンアスファルト(例えば
針入度(JIS.K2530)10〜20)、ゴムアスファルト(例
えば針入度40〜100)、ギルソナイト(例えば針入度
0)、合成樹脂などを配合した改良アスファルトなど、
あるいはアスファルト類に炭酸カルシウムなど無機物粉
末、エチレン・酢酸ビニル共重合物発泡体などの合成樹
脂粉末あるいはコムタイヤ粉末などを添加したアスファ
ルト混合物を母材とする。The asphalt composition layer of the composite plate is a solid or semi-solid blown asphalt (eg, penetration (JIS.K2530) 10 to 20), rubber asphalt (eg, penetration 40 to 100), gilsonite (eg, needle) at room temperature. 0), improved asphalt mixed with synthetic resin, etc.
Alternatively, an asphalt mixture obtained by adding inorganic powder such as calcium carbonate, synthetic resin powder such as ethylene / vinyl acetate copolymer foam or comb tire powder to asphalt is used as a base material.
母材に混合する補強用短繊維は、綿リンター(繊維長
2〜15mm)、粗綿などの天然繊維、ポリエステル繊維、
ポリプロピレン繊維(例えば繊度1〜5デニール、繊維
長2〜15mm)などの合成繊維、石綿などの無機繊維であ
る。The reinforcing short fibers mixed with the base material are cotton linters (fiber length 2 to 15 mm), natural fibers such as coarse cotton, polyester fibers,
It is a synthetic fiber such as polypropylene fiber (for example, fineness 1 to 5 denier, fiber length 2 to 15 mm), or an inorganic fiber such as asbestos.
これらの繊維は通常20mm以下の短い繊維長とし、溶融
状態の母材中に均一に分散させた後、厚さ3mm以上の密
実なアスファルト組成物層とする。These fibers usually have a short fiber length of 20 mm or less, and are uniformly dispersed in a molten base material to form a dense asphalt composition layer having a thickness of 3 mm or more.
混合する補強用短繊維の量は、繊維と母材とが均質に
混合し、気泡や空隙がない密実な組織を形成する範囲で
多い量が好ましい。繊維の割合が多過ぎると繊維間を充
填する母材の量該不足し密実な組織のアスファルト組成
物層を形成することができない。また、少な過ぎると母
材を拘束する力が不足し釘の引抜保持力を高くすること
ができない。アスファルト組成物層に占める短繊維の割
合は、繊維の密度、嵩高さ、アスファルト流動性、硬さ
添加物の種類、量などの影響を受けるが、8.8〜40重量
%の範囲とすることが必要である。The amount of the reinforcing short fibers to be mixed is preferably a large amount within a range in which the fibers and the base material are homogeneously mixed and a dense structure having no bubbles or voids is formed. When the proportion of the fibers is too large, the amount of the base material filling the spaces between the fibers is insufficient, and the asphalt composition layer having a dense structure cannot be formed. On the other hand, if the amount is too small, the force for restraining the base material is insufficient, and the pullout holding force of the nail cannot be increased. The proportion of short fibers in the asphalt composition layer is affected by the density, bulkiness, asphalt fluidity, type and amount of hardness additives, etc., but it is necessary to set it in the range of 8.8-40% by weight. Is.
アスファルト組成物層の厚さは3mm以上とすることが
必要である。3mm未満では釘を保持する層が薄過ぎて高
い引抜保持力を期待できない。好ましくは5mm以上、打
込む釘の深さに見合った厚さであり、通常その厚さは5
〜30mmの範囲である。It is necessary that the thickness of the asphalt composition layer is 3 mm or more. If it is less than 3 mm, the layer holding the nail is too thin, and high pull-out holding force cannot be expected. The thickness is preferably 5 mm or more, which corresponds to the depth of the nail to be driven, and the thickness is usually 5
The range is up to 30 mm.
この複合板に用いる不織布は湿式法、乾式法、ニード
ルパンチ法、スティッチボンド法、スパンボンド法など
何れの方法によるものでもよいが、スパンボンド法によ
る不織布が好適であり、就中、ポリエステル繊維を主体
とするスパンボンド不織布は溶融アスファルト温度に耐
える耐熱性、寸法安定性を持ち、加工性が優れ、アスフ
ァルト組成物層に良く密着して被覆保護し、かつ、低コ
ストで取扱性が優れ好適である。The non-woven fabric used for this composite plate may be any of the wet method, dry method, needle punch method, stitch bond method, spun bond method, etc., but the non-woven cloth by the spun bond method is preferable. Spunbond non-woven fabric, which is the main component, has heat resistance and dimensional stability that can withstand the molten asphalt temperature, has excellent processability, adheres well to the asphalt composition layer for coating protection, and is suitable for low cost and easy handling. is there.
この複合板の防水材層を製造するには、例えば下記の
方法による。主材となるアスファルトに無機粉末、合成
樹脂粉末などを所定量混合した母材を加熱溶融し、これ
に補強用短繊維を混合し、全体を均一に分散せしめ、溶
融状態の混合物を不織布上に、ドクターナイフコート法
やスリットダイコート法などで所要の厚さにコーティン
グし、その上面に不織布を貼り合わせる。不織布はこの
工程において溶融状態、あるいは半溶融状態のアスファ
ルト組成物層に貼り合わせることにより強固に接着し防
水材層を形成する。To manufacture the waterproof material layer of this composite plate, for example, the following method is used. Asphalt, which is the main material, is mixed with a certain amount of inorganic powder, synthetic resin powder, etc., and the base material is heated and melted, short fibers for reinforcement are mixed, and the whole is uniformly dispersed. , Coat to the required thickness by the doctor knife coating method or slit die coating method, and stick the non-woven fabric on the upper surface. In this step, the non-woven fabric is firmly bonded to the asphalt composition layer in the molten state or the semi-molten state to form a waterproof material layer.
溶融状態のアスファルト混合物を不織布上に供給し、
ドクターナイフコート法あるいはスリットダイコート法
などでアスファルト組成物層を形成すると、溶融状態の
混合物はドクターナイフやスリットダイなどで拘束され
て流動し、混入した補強用短繊維は混合物の流動方向に
向きを揃えられ、水平方向に配向する。このように配向
した短繊維はアスファルト組成物層を面内方向に強く拘
束し、アスファルト組成物層に打込んだ釘の引抜保持力
の向上、アスファルト組成物層の面内強度の上昇に大き
く寄与する。Supply the molten asphalt mixture onto the non-woven fabric,
When the asphalt composition layer is formed by the doctor knife coating method or the slit die coating method, the molten mixture is constrained by the doctor knife or the slit die to flow, and the reinforcing short fibers mixed are directed in the flowing direction of the mixture. Aligned and horizontally oriented. The short fibers oriented in this way strongly constrain the asphalt composition layer in the in-plane direction, greatly improve the pull-out retention force of nails driven into the asphalt composition layer, and greatly contribute to the increase in the in-plane strength of the asphalt composition layer. To do.
このようにして製造した防水材層は接着剤、例えばエ
ポキシ接着剤を用いセメント系硬化物板に接着し複合板
とする。The waterproof material layer thus produced is bonded to a cement-based cured product board using an adhesive such as an epoxy adhesive to form a composite board.
第1図はこのようにして作ったこの発明になる複合板
であり、アスファルト組成物層1の両面に不織布2,2を
積層してなる防水材層3とセメント系硬化物板4とを接
着剤5で接着し構成されている。FIG. 1 is a composite board according to the present invention made in this way, in which a cement-based cured product board 4 and a waterproof material layer 3 formed by laminating nonwoven fabrics 2 and 2 on both sides of an asphalt composition layer 1 are bonded. It is configured by bonding with the agent 5.
また、防水材層に接し水硬性セメント組成物を打設
し、これを固化させてセメント系硬化物板と防水材層と
が積層固着した複合板を作ることができる。Further, a hydraulic cement composition may be cast in contact with the waterproof material layer and solidified to form a composite board in which the cement-based cured material board and the waterproof material layer are laminated and fixed.
第2図はこのようにして作ったこの発明になる複合板
であり、アスファルト組成物層1の両面に不織布2,2を
積層してなる防水材層3とセメント系硬化物板4とは両
者の界面にある不織布2に浸透し硬化したセメント系硬
化物6を介し接着し構成されている。FIG. 2 shows a composite board according to the present invention made in this way, in which the waterproof material layer 3 formed by laminating the nonwoven fabrics 2, 2 on both sides of the asphalt composition layer 1 and the cement-based cured material board 4 are both The cement-based cured product 6 that has penetrated into the non-woven fabric 2 at the interface of the above and has been cured is adhered.
この他、例えば第3図のように防水材層3の片面に凹
溝、凸条8を交互に形成しておき、この面に接して水硬
性セメント組成物を打設して複合板を作ることもでき
る。防水材層3とセメント系硬化物板4とは入り組んだ
凹凸状界面において、不織布2に浸透し硬化したセメン
ト系硬化物6を介し一層強固に固着することができる。In addition, for example, as shown in FIG. 3, concave grooves and ridges 8 are alternately formed on one surface of the waterproof material layer 3, and a hydraulic cement composition is placed in contact with this surface to form a composite board. You can also The waterproof material layer 3 and the cement-based hardened material plate 4 can be more firmly fixed at the intricate uneven interface via the cement-based hardened material 6 that has penetrated into the nonwoven fabric 2 and hardened.
第3図はこのように構成されている複合板を屋根下地
材として建築躯体上に取付け、その上に板上の瓦9を釘
10を打込み係止して敷設した屋根である。Fig. 3 shows that the composite board constructed in this way is mounted on the building frame as a roof substrate, and the roof tile 9 on the board is nailed on it.
It is a roof laid by locking 10 in place.
なお、この複合板のセメント系硬化物板には、必要に
応じ鉄筋、ラス金網などを埋設し補強することができる
ことは言うまでもない。Needless to say, the cement-based cured product plate of this composite plate can be reinforced by embedding reinforcing bars, lath wire nets, etc., if necessary.
この発明は以上の構成からなる。この建築物下地材用
複合板のアスファルト組成物層は母材と面内方向に配向
した補強用短繊維とが均一に分散混合した密実な厚さ3m
m以上の層であり、水を透過せず高い防水性能を持って
いる。また、この層は釘の打込みができ、打込んだ釘は
補強用短繊維で拘束されたアスファルト母材および交絡
する繊維の抵抗を受けて高い引抜保持力を発揮する。ア
スファルト組成物層の両面には不織布が積層してあるた
めアスファルト組成物層に亀裂や破断が起り難い。セメ
ント系硬化物板との界面に不織布が存在するので、接着
剤あるいは水硬性セメント組成物をこの不織布に浸透硬
化させることにより、セメント系硬化物板とアスファル
ト組成物層との接着強度を著しく強固なものとすること
ができる。The present invention has the above configuration. The asphalt composition layer of this composite board for building base materials has a solid thickness of 3 m in which the base material and reinforcing short fibers oriented in the in-plane direction are uniformly dispersed and mixed.
It is a layer of m or more and does not permeate water and has high waterproof performance. Further, this layer allows nails to be driven therein, and the nails thus driven exert a high pull-out holding force under the resistance of the asphalt base material constrained by the reinforcing short fibers and the interlaced fibers. Since non-woven fabrics are laminated on both sides of the asphalt composition layer, cracks and fractures are unlikely to occur in the asphalt composition layer. Since a non-woven fabric exists at the interface with the cement-based cured product plate, the adhesive strength between the cement-based cured product plate and the asphalt composition layer is remarkably strengthened by permeating and curing the adhesive or hydraulic cement composition into this non-woven fabric. It can be anything.
ポリエステル繊維スパンボンド不織布(目付、100g/m
2)上面に、アスファルト66.7部、ギルソナイト6.7部エ
チレン・酢酸ビニル共重合物発泡体粉末17.8部、ポリエ
ステル繊維(繊維長10〜15mm)8.8部の混合物溶融体を
ドクターナイフコート法でコウティングして厚さ7mmの
アスファルト組成物層を形成し、その上面と前記と同じ
ポリエステル繊維スパンボンド不織布を貼り合わせ厚さ
約7.5mmの防水材層をつくった。Polyester fiber spunbond non-woven fabric (weight, 100g / m
2 ) On the upper surface, a mixture of 66.7 parts of asphalt, 6.7 parts of Gilsonite, 17.8 parts of ethylene / vinyl acetate copolymer foam powder, and 8.8 parts of polyester fiber (fiber length 10 to 15 mm) was coated with a doctor knife coating method. A 7 mm thick asphalt composition layer was formed, and the upper surface thereof and the same polyester fiber spunbonded non-woven fabric were bonded together to form a waterproof material layer having a thickness of about 7.5 mm.
この防水材層に片表面に接してセメントモルタルを打
設し、厚さ50mmのセメントモルタル板を形成した。セメ
ントモルタル板と防水材層は不織布に浸透し硬化したセ
メント硬化物を介し強固に固着し複合板を構成した。Cement mortar was cast in contact with one surface of the waterproof material layer to form a cement mortar plate having a thickness of 50 mm. The cement mortar board and the waterproof material layer were firmly adhered to each other through the cement hardened product that had penetrated into the non-woven fabric and hardened to form a composite board.
この複合板を屋根下地材として建築躯体に取付け、そ
の上に瓦、金属板などの屋根材を釘打ちして取付けるこ
とができた。It was possible to attach this composite plate to a building frame as a roof substrate and then attach roofing materials such as roof tiles and metal plates by nailing.
この発明は以上の通りであり、この下地用複合板はコ
ンクリート造などの建築物の躯体に屋根下地材あるいは
床下地材などとして取付け、その上に直接釘打ちして屋
根材あるいは床材を取付けることができ、同時に高い防
水性を付与することができる。また、アスファルト組成
物層により遮音性、断熱性、衝撃吸収などの機能を高め
ることができる。The present invention is as described above. This composite board for base is attached to the frame of a building such as a concrete as a roof base material or a floor base material, and the nail material is directly nailed to the roof material or the floor material to be mounted. It is possible to impart high waterproofness at the same time. Further, the asphalt composition layer can enhance functions such as sound insulation, heat insulation, and shock absorption.
第1図、第2図(a)はそれぞれこの発明の複合板の断
面図、第2図(b)は(a)図の界面不織布部分の拡大
断面図、第3図は上面に瓦を敷設した複合板の断面図で
ある。 1……アスファルト組成物層、2……不織布、3……防
水材層、4……セメント系硬化物板、5……接着剤、6
……浸透硬化した硬化物、7……凹溝、8……凸条、9
……瓦、10……釘。1 and 2 (a) are cross-sectional views of the composite plate of the present invention, FIG. 2 (b) is an enlarged cross-sectional view of the interfacial non-woven fabric part of FIG. (A), and FIG. 3 is a tile laid on the upper surface. It is a sectional view of the composite plate. 1 ... Asphalt composition layer, 2 ... Nonwoven fabric, 3 ... Waterproof material layer, 4 ... Cement-based cured material plate, 5 ... Adhesive, 6
...... Penetration-cured cured product, 7 ...... concave groove, 8 ... ridge, 9
... tiles, 10 ... nails.
Claims (1)
水材層とを積層固着してなり、前記防水材層はアスファ
ルトを主体とする母材と8.8〜40重量%の補強用短繊維
とが均一に分散混合し、かつ、該短繊維がアスファルト
層と平行する面方向に配向している、密実な厚さ3mm以
上のアスファルト組成物層の両面に不織布が積層してあ
ることを特徴とする建築物下地材用複合板。1. A cement-based cured product plate and a waterproof material layer disposed on the surface thereof are laminated and fixed, the waterproof material layer comprising a base material mainly composed of asphalt and 8.8 to 40% by weight of reinforcing short fibers. And are uniformly dispersed and mixed, and the short fibers are oriented in a plane direction parallel to the asphalt layer, and a non-woven fabric is laminated on both sides of a dense asphalt composition layer having a thickness of 3 mm or more. Characteristic composite board for building base materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62138409A JP2552289B2 (en) | 1987-06-02 | 1987-06-02 | Composite board for building base material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62138409A JP2552289B2 (en) | 1987-06-02 | 1987-06-02 | Composite board for building base material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63304866A JPS63304866A (en) | 1988-12-13 |
| JP2552289B2 true JP2552289B2 (en) | 1996-11-06 |
Family
ID=15221285
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62138409A Expired - Lifetime JP2552289B2 (en) | 1987-06-02 | 1987-06-02 | Composite board for building base material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2552289B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5930100U (en) * | 1982-08-17 | 1984-02-24 | 土屋 健吾 | Updown keeper |
| JPS6010852U (en) * | 1983-07-04 | 1985-01-25 | スズキ株式会社 | Piston for 2-stroke engine |
| JPS60152561A (en) * | 1984-01-19 | 1985-08-10 | Nichireki Chem Ind Co Ltd | Asphalt molding |
-
1987
- 1987-06-02 JP JP62138409A patent/JP2552289B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63304866A (en) | 1988-12-13 |
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