JP2552288B2 - Base material for nailing and fixing building surface materials - Google Patents

Base material for nailing and fixing building surface materials

Info

Publication number
JP2552288B2
JP2552288B2 JP62138408A JP13840887A JP2552288B2 JP 2552288 B2 JP2552288 B2 JP 2552288B2 JP 62138408 A JP62138408 A JP 62138408A JP 13840887 A JP13840887 A JP 13840887A JP 2552288 B2 JP2552288 B2 JP 2552288B2
Authority
JP
Japan
Prior art keywords
base material
asphalt
nailing
asphalt layer
building
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
Application number
JP62138408A
Other languages
Japanese (ja)
Other versions
JPS63304865A (en
Inventor
哲也 山崎
政弘 和田
和也 舟越
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP62138408A priority Critical patent/JP2552288B2/en
Publication of JPS63304865A publication Critical patent/JPS63304865A/en
Application granted granted Critical
Publication of JP2552288B2 publication Critical patent/JP2552288B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は建築物の構造躯体と屋根材、床材あるいは
壁材などの表層材との間に敷設する建築物表層材の釘打
ち固定用下地材に関する。
[Detailed Description of the Invention] [Industrial application] The present invention is for nailing and fixing a building surface material to be laid between a structural body of a building and a surface material such as a roof material, a floor material or a wall material. Regarding base materials.

〔従来の技術〕[Conventional technology]

建築物表層材の下地材、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、その欠点を補う必要が
あるなどの多くの問題点がある。
As a base material for building surface materials, for example, as a base material for roofs, conventionally, in the case of wooden construction, an asphalt roofing is laid on a base plate, and roof materials such as tiles are placed on it. In the case of the construction method, it is possible to fix nail tiles to the base plate by fixing nails, but the base plate rots due to moisture, and the roofing also condenses due to moisture, resulting in low reliability of waterproofing. or,
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 mounted, but it requires a training period of about one week after the nailing, and the pull-out retention force of the nails However, there are many problems such as the need to attach timber to the timber on the timber at the eaves and to fix the drawbacks.

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
表層材の釘打ち固定用下地材を提案するにある。
The present invention has been made in view of the above problems.
Its purpose is to propose a base material for nailing and fixing a surface material of a building, which is excellent in waterproof property and has a high nail pull-out retention force.

〔発明の構成〕[Structure of Invention]

この建築物表層材の釘打ち固定用下地材は、建築物の
構造躯体と表層材との間に敷設する建築物の下地材にお
いて、該下地材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層を有す
ることを特徴とする。
This nailing fixing base material for the building surface material is a building base material to be laid between the structural frame of the building and the surface material, and the base material is a base material mainly composed of asphalt and 8.8
-40% by weight of reinforcing short fibers are uniformly dispersed and mixed, and the short fibers are oriented in a plane parallel to the asphalt layer, and have a solid asphalt layer having a thickness of 3 mm or more. Characterize.

この下地材に用いるアスファルトとしては、常温にお
いて弾性である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
ファルトなどが用いられる。これらのアスファルトには
その物性および目的に大じ様々な物質を添加できる。例
えば炭酸カルシウムなどの無機物粉末、エチレン酢酸ビ
ニル樹脂発泡体などの合成樹脂粉末あるいはゴムタイヤ
粉末などを添加してアスファルト母材に使用条件に適合
する弾性、硬さなど物性が付与される。
The asphalt used for this base material includes solid or semi-solid blown asphalt (eg, penetration (JIS.K2530) 10 to 20) that is elastic at room temperature, rubber asphalt (eg, penetration 40 to 100), gilsonite. (For example, a penetration of 0), improved asphalt mixed with a synthetic resin or the like is used. A wide variety of substances can be added to these asphalts according to their physical properties and purposes. For example, by adding inorganic powder such as calcium carbonate, synthetic resin powder such as ethylene vinyl acetate resin foam or rubber tire powder, the asphalt base material is provided with physical properties such as elasticity and hardness suitable for use conditions.

アスファルトを主体とする母材に混合する補強用短繊
維としては、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が用いられる。これらの繊
維は短い繊維長、通常20mm以下とし溶融状態のアスファ
ルト母材に均一に分散させた後、厚さ3mm以上の密実な
アスファルト層に成形する。
As the reinforcing short fibers to be mixed with the base material mainly composed of asphalt, cotton linter (fiber length 2 to 15 mm), natural fiber such as coarse cotton, polyester fiber, polypropylene fiber (for example, fineness 1 to 5 denier, fiber length 2) ~ 15mm) synthetic fibers such as asbestos and inorganic fibers are used. These fibers have a short fiber length, usually 20 mm or less, and are uniformly dispersed in a molten asphalt base material, and then formed into a solid asphalt layer having a thickness of 3 mm or more.

混合する補強繊維の量は、繊維と母材とが均質に混合
し、密実な組織を形成する範囲から選択する。繊維の割
合が多過ぎると繊維間を充填する母材の量が不足し密実
な組織のアスファルト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。成形されるアスファル
ト層に対する短繊維の割合は、繊維の密度、嵩高さ、ア
スファルトの流動性、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 fibers to be mixed is selected from the range in which the fibers and the base material are homogeneously mixed and a dense structure is formed. If the ratio of the fibers is too large, the amount of the base material filling the spaces between the fibers is insufficient, and it is not possible to form an asphalt layer having a dense structure. 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 ratio of short fibers to the formed asphalt layer is affected by the density, bulkiness, asphalt fluidity, hardness, type and amount of additives, etc., but should be in the range of 8.8-40% by weight. is necessary.

アスファルト層の厚さは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
保持力とすることができない。厚さが厚くなればなる
程、引抜保持力は高くなるが、釘の打込み深さを越えて
厚くすることは徒らに下地材を重くするだけであるの
で、通常はこのアスファルト層の厚さは30〜40mm程度以
下とされる。好ましい厚さは5〜20mm程度である。
The thickness of the asphalt layer should be 3 mm or more. If it is less than 3 mm, the layer for holding the nail is too thin to have a high pull-out holding force. The thicker the thickness, the higher the pull-out holding force, but thickening beyond the nail driving depth only makes the base material heavier, so the thickness of this asphalt layer is usually thicker. Is about 30 to 40 mm or less. The preferable thickness is about 5 to 20 mm.

アスファルト層の成形は、通常のように、短繊維を混
合した溶融状態のアスファルト母材を、走行する基材
(フィルム、不織布、剥離紙など)の上にスリットダイ
などから一定量の供給して連続的にコーティングする方
法、または、走行する基材の上にドクターナイフなどで
厚さ調整しながら連続的にコーティングする方法、もし
くは両者を併用する方法で行われる。(成形後、必要に
応じて基材は剥離される。)この成形工程において溶融
状態のアスファルト母材はドクターナイフやスリットダ
イなどで拘束され流動し、母材中の短繊維は母材の流動
方向に向きを揃えられ、アスファルト層と平行する面方
向(即ち、画内方向)に配向する。このように母材中で
配向した短繊維はアスファルト層を面内方向に強く拘束
し、アスファルト層に打込んだ釘の引抜保持力の向上、
アスファルト層の面内強度の上昇に大きく寄与する。
Asphalt layer is usually formed by feeding a certain amount of molten asphalt matrix mixed with short fibers onto a running substrate (film, nonwoven fabric, release paper, etc.) from a slit die. It is carried out by a method of continuously coating, a method of continuously coating a running substrate while adjusting the thickness with a doctor knife, or a method of using both of them together. (After molding, the base material is peeled off if necessary.) In this molding process, the molten asphalt base material is constrained by a doctor knife or slit die and flows, and the short fibers in the base material flow in the base material. It is oriented in the same direction, and is oriented in the plane direction parallel to the asphalt layer (that is, in the image direction). In this way, the short fibers oriented in the base material strongly restrain the asphalt layer in the in-plane direction, improving the pull-out retention force of the nails driven into the asphalt layer,
It greatly contributes to the increase of the in-plane strength of the asphalt layer.

アスファルト母材に補強用短繊維を均一に分散混合
し、短繊維がアスファルト層の面内方向に配向してい
る、密実なアスファルト層はそので侭で下地材として用
いることもできるが、通常はその表面に不織布、織物、
フィルム、アルミ箔、紙、薄い木質シート(合板類)、
あるいは金網などを積層して用いる。これらのものを表
面に積層することにより、乾燥や収縮による寸法の変
化、亀裂、疲労、破断などの損傷の発生を防止できる。
不織物、なかでもスパンボンド不織布(特にポリエステ
ル繊維の)は溶融アスファルトを成形してアスファルト
層を形成するに際し耐熱性、寸法安定性、加工性が優
れ、アスファルト層によ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 reinforcing short fibers are uniformly dispersed and mixed in the asphalt base material, and the short fibers are oriented in the in-plane direction of the asphalt layer, so a dense asphalt layer can be used as a base material on the mask, but usually Is a non-woven fabric, woven fabric,
Film, aluminum foil, paper, thin wood sheets (plywood),
Alternatively, a wire net or the like is laminated and used. By laminating these materials on the surface, it is possible to prevent the occurrence of damage such as dimensional change due to drying or shrinkage, cracking, fatigue, and rupture.
Nonwoven fabrics, especially spunbond nonwoven fabrics (particularly polyester fibers), have excellent heat resistance, dimensional stability, and processability when forming molten asphalt to form an asphalt layer, and adhere well to the asphalt layer to protect the coating. And,
It is suitable because it is low in cost and easy to handle.

〔作 用〕[Work]

この下地材は、固体あるいは半固体の弾性があるアス
ファルトを主体とする母材に補強用短繊維を混入して面
内方向に配向させて母材を拘束した均質、密実な厚さ3m
m以上のアスファルト層を有するので、この下地材をコ
ンクリート造あるいは木造の建築躯体に下地として敷設
し、その上に瓦などの屋根材あるいは床材などの表層材
を釘打ちして取付けができ、強固な釘引抜保持力を発揮
する。同時にアスファルト層は亀裂が発生し難く、防水
の信頼性が高く、遮音、断熱、衝撃吸収などの機能を兼
ね備えている。
This base material is a solid or semi-solid elastic asphalt-based base material mixed with reinforcing short fibers and oriented in the in-plane direction.
Since it has an asphalt layer of m or more, this base material can be laid as a base on a concrete or wooden building frame, and roofing materials such as tiles or surface materials such as floor materials can be nailed and installed. Demonstrates a strong nail pullout holding force. At the same time, the asphalt layer is resistant to cracking, has high reliability in waterproofing, and has functions such as sound insulation, heat insulation, and shock absorption.

アスファルト層の表面にスパンボンド不織布(特にポ
リエステル繊維の)を積層した下地材は寸法の変化、亀
裂、破断などの損傷が一層起こり難くなり好適である。
A base material in which a spunbonded nonwoven fabric (particularly of polyester fiber) is laminated on the surface of an asphalt layer is suitable because damage such as dimensional change, cracking and rupture is less likely to occur.

〔実 施 例〕〔Example〕

第1表の組成のアスファルト混合物を加熱溶融し、ポ
リエステル繊維スパンボンド織布(目付、50g/m2)表面
に供給し、ドクターナイフコーティング法で厚み10mmの
アスファルト層を形成し、その表面に同じ不織布を貼り
合わせ積層して、図面に示すアスファルト層1の両面に
不織布2,2を積層した下地材3を製造した。同時に第1
表に示す比較例1、2の下地材を前記と同様の条件で製
造し、釘の引抜保持力を測定した。
The asphalt mixture with the composition shown in Table 1 is melted by heating and supplied to the surface of polyester fiber spunbond woven fabric (unit weight, 50 g / m 2 ), and a 10 mm thick asphalt layer is formed by the doctor knife coating method. Nonwoven fabrics were laminated and laminated to produce a base material 3 in which nonwoven fabrics 2 and 2 were laminated on both sides of an asphalt layer 1 shown in the drawing. At the same time 1st
The base materials of Comparative Examples 1 and 2 shown in the table were manufactured under the same conditions as above, and the pull-out holding force of the nail was measured.

釘の引抜保持力は、下地材3に長さ45mmで環状突条4
が多数側面に張出した釘5を36mm長さ打込み、この釘5
を20゜C、65%RHの雰囲気下で釘頭部を把持して20mm/
分の速度で引っ張り測定した。
The pull-out holding force of the nail is 45 mm long on the base material 3 and the ring-shaped ridge 4
Nailed the nail 5 overhanging on many sides to a length of 36 mm.
Grip the nail head in an atmosphere of 20 ° C and 65% RH to obtain 20mm /
The tension was measured at a speed of minutes.

また、何れの下地材も水圧10kg/cm2、10分間の透水試
験で透水しなかった。
In addition, none of the base materials was water-permeable in a water-permeable test for 10 minutes at a water pressure of 10 kg / cm 2 .

〔発明の効果〕〔The invention's effect〕

この発明は以上の通りである。この下地材は次の効果
をもたらす。
The present invention is as described above. This base material has the following effects.

コンクリート造あるいは木造建築物の躯体に敷設
し、瓦、床材などの表層材を釘打ちで取付けることがで
きる。
It can be laid on the skeleton of a concrete or wooden building, and roofing materials such as roof tiles and flooring can be attached by nailing.

同時に、防水性、遮音性、断熱性、衝撃吸収などの
機能を発現する。
At the same time, it exhibits functions such as waterproofness, sound insulation, heat insulation, and shock absorption.

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

図面は実施例の下地材に釘を打込んだ状態の縦断面図で
ある。 1……アスファルト層、2……不織布、3……下地材、
4……突条、5……釘。
The drawing is a vertical cross-sectional view of a state where a nail is driven into the base material of the embodiment. 1 ... Asphalt layer, 2 ... Nonwoven fabric, 3 ... Base material,
4 ... ridges, 5 ... nails.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】建築物の構造躯体と表層材との間に敷設す
る建築物下地材において、該下地材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
ファルト層を有することを特徴とする建築物表層材の釘
打ち固定用下地材。
1. A building base material to be laid between a structural body of a building and a surface layer material, wherein the base material is a base material mainly composed of asphalt and 8.8 to 40% by weight of reinforcing short fibers. For nailing fixing of building surface materials, characterized by having a dense asphalt layer with a thickness of 3 mm or more in which the short fibers are dispersed and mixed in a plane direction parallel to the asphalt layer. Base material.
【請求項2】アスファルト層は表面に不織物が積層して
あることを特徴とする特許請求の範囲第1項記載の建築
物表層材の釘打ち固定用下地材。
2. A base material for nailing and fixing a building surface material according to claim 1, wherein the asphalt layer has a non-woven fabric laminated on the surface thereof.
JP62138408A 1987-06-02 1987-06-02 Base material for nailing and fixing building surface materials Expired - Lifetime JP2552288B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62138408A JP2552288B2 (en) 1987-06-02 1987-06-02 Base material for nailing and fixing building surface materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62138408A JP2552288B2 (en) 1987-06-02 1987-06-02 Base material for nailing and fixing building surface materials

Publications (2)

Publication Number Publication Date
JPS63304865A JPS63304865A (en) 1988-12-13
JP2552288B2 true JP2552288B2 (en) 1996-11-06

Family

ID=15221260

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62138408A Expired - Lifetime JP2552288B2 (en) 1987-06-02 1987-06-02 Base material for nailing and fixing building surface materials

Country Status (1)

Country Link
JP (1) JP2552288B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5248230A (en) * 1975-10-15 1977-04-16 Ube Industries Mortar foundation sheet
JPS5930100U (en) * 1982-08-17 1984-02-24 土屋 健吾 Updown keeper
JPS60152561A (en) * 1984-01-19 1985-08-10 Nichireki Chem Ind Co Ltd Asphalt molding

Also Published As

Publication number Publication date
JPS63304865A (en) 1988-12-13

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