JPH02161048A - Laminate for ridge tile-fixing structure - Google Patents

Laminate for ridge tile-fixing structure

Info

Publication number
JPH02161048A
JPH02161048A JP31316688A JP31316688A JPH02161048A JP H02161048 A JPH02161048 A JP H02161048A JP 31316688 A JP31316688 A JP 31316688A JP 31316688 A JP31316688 A JP 31316688A JP H02161048 A JPH02161048 A JP H02161048A
Authority
JP
Japan
Prior art keywords
laminate
ridge tile
thermoplastic resin
ridge
thickness
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
JP31316688A
Other languages
Japanese (ja)
Inventor
Tsutomu Mogi
勉 茂木
Kazuo Aoki
一男 青木
Kazuhiro Kimura
一博 木村
Hirotoshi Goto
後藤 博俊
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.)
SHINWA SHOJI KK
JNC Corp
Original Assignee
SHINWA SHOJI KK
Chisso Corp
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 SHINWA SHOJI KK, Chisso Corp filed Critical SHINWA SHOJI KK
Priority to JP31316688A priority Critical patent/JPH02161048A/en
Publication of JPH02161048A publication Critical patent/JPH02161048A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate a construction work by a method in which a laminate having a given deforming amount, a given bending elasticity modulus, and a given thickness is formed of a thermoplastic resin, a metal thin plate, and a non-woven fabric for forming a ridge tile-fixing structure. CONSTITUTION:A thin metal plate is laminated on the thermoplastic resin side of a laminate consisting of a thermoplastic resin and one or more of nonwoven or woven fabrics and knitted weaves to form a laminate part having a deformation amount of 10mm or less at 65 deg.C, a bending elasticity modulus of 1,000kgf/cm<2> or more, and a thickness of 1 - 5mm or more. The laminate parts are used for forming a ridge tile-fixing structure 1 of a given structure. Split flat tiles 2 are alternately lapped on the wing of the structure 1 and fixed with screws, and a crown tile 3 is placed on the top of the tiles to complete ridge tiles. The durability can thus be prolonged.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、棟瓦固定構造材用積層体に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a laminate for a ridge tile fixed structural material.

さらに詳しくは、施工が容易で、振動などで崩壊しにく
り、雨漏りを起しにくり、また雨水碌どでも軟化せず、
長期間の使用に耐える棟瓦固定構造材の用途に適した積
層体に関する。
More specifically, it is easy to install, does not collapse due to vibrations, does not leak, and does not soften even when exposed to rainwater.
This invention relates to a laminate suitable for use as a fixed structure material for ridge tiles that can withstand long-term use.

〔従来の技術〕[Conventional technology]

日本瓦を使用した屋根の最上部に棟瓦と呼ばれる部分が
ある。該棟瓦は、割りのし瓦を数段重ね、その上に丸見
(冠瓦)を重ね喪構造になっている。従来の棟瓦は、割
りのし瓦と割りのし瓦の間もしくは割りのし瓦と冠瓦と
の間に漆喰、ふき土などを詰め込み、該漆喰、ふき土を
バインダーとして割りのし瓦や冠瓦を固定し、該割りの
し瓦や冠瓦を銅線などで連結して固定する構造になって
いる。
There is a part called the ridge tile at the top of the roof made of Japanese tiles. The ridge tile has a mourning structure, with several layers of split roof tiles and a round roof tile on top. Conventional ridge tiles are made by packing plaster, clay, etc. between the split tiles or between the split tiles and the crown tile, and use the plaster or clay as a binder to create the split tiles or crown tiles. It has a structure in which tiles are fixed, and the split tiles and crown tiles are connected and fixed using copper wire or the like.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

棟瓦を固定する従来の施工法では、漆喰、ふき土などを
使用し、瓦どうしを銅線などで連結して固定するため施
工が煩雑でかつ施工に個人差が出やすいといった欠点が
ある。また、瓦の固定材に漆喰やふき土を使用するため
施工径長期間経過すると該漆喰やふき土が風化し、粘着
力が低下してもろくなり、小さな振動などでひび割れを
起こすようKなる。さらKは、台風や地jl&どによる
振動を受けた場合には、該漆喰部やふき土部が容易にひ
び割れを起こし、雨漏りや棟瓦の崩壊を起こしやすいと
いった欠点を有している。また、雨水などが該漆喰部や
ふき土部にしみ込むと該漆喰やふき土が軟らかくなり、
その結果、棟瓦の形崩れを起こしたり、冬期の施工や冬
期の雨水などで該漆喰部やふき土部が凍結すると乾燥後
に該部分が非常にもろくなるため凍結の恐れのある地域
では該棟瓦の施工が困難になるといった問題点もある。
Conventional construction methods for fixing ridge tiles use plaster, plaster, etc., and the tiles are connected and fixed using copper wire, which has the drawback of being complicated and prone to individual differences in construction. Furthermore, since plaster and clay are used as fixing materials for roof tiles, over a long period of time, the plaster and clay will weather and lose their adhesive strength, becoming brittle and prone to cracking due to small vibrations. Sara K has the disadvantage that when it is subjected to vibrations caused by typhoons or the ground, the plaster and plastering parts easily crack, causing rain leaks and the ridge tiles collapsing. In addition, when rainwater etc. seeps into the plaster and plastering areas, the plaster and plastering become soft.
As a result, the ridge tile may lose its shape, and if the stucco or plastered area freezes due to winter construction or winter rainwater, the ridge tile becomes extremely brittle after drying. There are also problems such as difficulty in construction.

本発明は、施工が容易で施工に個人差がでにクク、かつ
風化による粘着力の低下や凍結の心配がなく、さらに台
風や地震などによる振動を受けても崩壊しに<<、また
、雨水などでぬれても軟化することのない棟瓦固定構造
材の用途に適した積層体を提供することを目的とする。
The present invention is easy to construct, there are no individual differences in construction, there is no need to worry about the adhesive strength decreasing due to weathering or freezing, and the present invention does not collapse even when subjected to vibrations caused by typhoons or earthquakes. The purpose of the present invention is to provide a laminate suitable for use as a ridge tile fixing structural material that does not soften even when wet with rainwater.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は下記の構成を有する。 The present invention has the following configuration.

(1)熱可塑性樹脂と不織布、織物又は編み物の1種類
以上とが積層されてなる積層体であって、該積層体の6
5℃における変形量がlosm未満、曲げ弾性率が10
.○○Okg f 7cm2以上、厚みが1〜5關であ
る棟瓦固定構造材用積層体。
(1) A laminate formed by laminating a thermoplastic resin and one or more types of nonwoven fabric, woven fabric, or knitted fabric, the laminate comprising six layers of the laminate.
The amount of deformation at 5°C is less than losm, the flexural modulus is 10
.. ○○Okg f A laminate for ridge tile fixed structural material having a size of 7 cm2 or more and a thickness of 1 to 5 cm.

(2)金属の薄板と熱可塑性樹脂とが積層されてなる積
層体であって、該積層体の65℃における変形量が10
m未満、曲げ弾性率が10,000kgf/crnt 
以上、厚みが1〜5 allである棟瓦固定構造材用積
層体。
(2) A laminate consisting of a thin metal plate and a thermoplastic resin, the laminate having a deformation amount of 10 at 65°C.
less than m, flexural modulus is 10,000 kgf/crnt
The above is a laminate for a ridge tile fixed structure material having a thickness of 1 to 5 mm.

(3)熱可塑性樹脂と不織布、織物又は編み物の1種類
以上とが積層されてなる積層体の熱可塑性樹脂側にさら
に金属の薄板が積層されてなる積層体であって、該積層
体の65℃における変形量が10龍未満、曲げ弾性率が
10,000 kgf/α2以上、厚みが1〜5mであ
る棟瓦固定構造材用積層体。
(3) A laminate in which a thin metal plate is further laminated on the thermoplastic resin side of a laminate in which a thermoplastic resin and one or more types of nonwoven fabric, woven fabric, or knitted fabric are laminated, and A laminate for a ridge tile fixed structure material having a deformation amount of less than 10 degrees Celsius, a bending elastic modulus of 10,000 kgf/α2 or more, and a thickness of 1 to 5 m.

本発明の棟瓦固定構造材用積層体に用いる熱可塑性樹脂
としては、結晶性プロピレン単独重合体、プロピレン成
分を70重量−以上含有するプロピレンとプロピレンを
除くα−オレフィン(エチレン、ブテン−1,ペンテン
ー1.ヘキセン−11ヘプテン−1,オクテン−1,デ
セン−1)のmm以上との結晶性共重合体、高密度ポリ
エチレンなどのポリオレフィン樹脂、該ポリオレフィン
樹脂を不飽和カルボン酸もしくはその誘導体(例えばア
クリル酸、メタクリル酸、無水マレイン酸など)で変性
した変性ポリオレフィン樹脂、ポリ塩化ビニル樹脂、ポ
リスチレン樹脂、アクリロニトリル−ブタジェン−スチ
レン共重合体樹脂、アクリロニトリル−スチレン共重合
体樹脂、ポリカーボネート樹脂、ポリアミド樹脂、熱可
塑性ポリエステル樹脂およびこれらの2種以上の混合物
をあげることができる。
The thermoplastic resin used in the ridge tile fixing structural material laminate of the present invention includes crystalline propylene homopolymer, propylene containing 70 weight or more of a propylene component, and α-olefins other than propylene (ethylene, butene-1, pentene-1, etc.). 1. Crystalline copolymers of hexene-11 (heptene-1, octene-1, decene-1) with mm or more, polyolefin resins such as high-density polyethylene, polyolefin resins such as unsaturated carboxylic acids or derivatives thereof (e.g. acrylic modified polyolefin resin modified with acid, methacrylic acid, maleic anhydride, etc.), polyvinyl chloride resin, polystyrene resin, acrylonitrile-butadiene-styrene copolymer resin, acrylonitrile-styrene copolymer resin, polycarbonate resin, polyamide resin, heat Examples include plastic polyester resins and mixtures of two or more thereof.

本発明の棟瓦固定構造材用積層体に用いる金属の薄板と
しては、アルミニウム板、鉄板、ステンレス板などを例
示することができ、該金属の薄板の厚みは50〜300
ミクロンが好適である。また発錆性の点より゛アルミニ
ウム板、ステンレス板が好ましい。
Examples of the metal thin plate used in the ridge tile fixed structural material laminate of the present invention include an aluminum plate, iron plate, stainless steel plate, etc., and the thickness of the metal thin plate is 50 to 300 mm.
Microns are preferred. Also, from the viewpoint of rust resistance, aluminum plates and stainless steel plates are preferable.

本発明の棟瓦固定構造体用積層体に用いる不織布、織物
、編み物としては綿糸、麻糸などの天然繊維、ポリエス
テル繊維、ポリアミド繊維などの合成繊維、炭素繊維、
金属繊維およびこれらの混合物々どの繊維を用いた不織
布、織物、編み物を例示することができ、該不織布、織
物、編み物の目付重量は特に制限はないが、30〜50
0f/TrL1が好適である。
The nonwoven fabrics, woven fabrics, and knitted fabrics used in the ridge tile fixed structure laminate of the present invention include natural fibers such as cotton yarn and hemp yarn, synthetic fibers such as polyester fibers and polyamide fibers, carbon fibers,
Examples include nonwoven fabrics, woven fabrics, and knitted fabrics using fibers such as metal fibers and mixtures thereof, and the basis weight of the nonwoven fabrics, woven fabrics, and knitted fabrics is not particularly limited, but is 30 to 50.
Of/TrL1 is preferred.

本発明の棟瓦固定構造材用積層体は、温度65℃におけ
る変形量が10W未満、好ましくは5 n+以下であり
、曲げ弾性率が10,000kgf/an2以上、好ま
しくはl O,000kgf /ca2〜100 + 
0001c9f /備”、特に好ましくは12,000
に9j’ /−〜50 + OOOlcgf /aL”
で、その厚みが6一 1〜5m、好ましくは1,3〜4難のものである。
The ridge tile fixed structural material laminate of the present invention has a deformation amount at a temperature of 65°C of less than 10 W, preferably 5 n+ or less, and a flexural modulus of 10,000 kgf/an2 or more, preferably 1 O,000 kgf/ca2~ 100 +
0001c9f/bei”, particularly preferably 12,000
ni9j' /-~50 + OOOlcgf /aL"
The thickness thereof is 6.1 to 5 m, preferably 1.3 to 4 m.

変形量が10m以上の積層体を用いると得られた棟瓦固
定構造材が夏期など忙変形を起こしゃすくなるので好ま
しくなく、また、曲げ弾性率が10.00 OA47f
 /lx2未満の積層体を用いると得られた該構造材が
長期間の使用や気温の高い時期に変形を起こすので好ま
しくなく、また1 00.0001ogf /cam 
を超える積層体を用いると得られる棟瓦固定構造材の施
工性が悪くなるので注意する必要がある。さらに該積層
体の厚みが111II未満であると、得られた棟瓦固定
構造材に割りのし瓦をビスなどで強固に固定するのが困
難となり、厚みが5難を超えると、得られた該構造材に
棟瓦を紹みつけたとき、棟瓦の先端部に上下数絽の隙間
が発生し、雨水などが浸入しやすくなるとともに、温度
の急激な変化があると該構造材に波打ちゃカールが発生
するといった問題が発生し、また施工時の該構造材の裁
断性が悪化するので好ましくない。
If a laminate with a deformation amount of 10 m or more is used, the resulting ridge tile fixing structure material is likely to undergo deformation during the summer season, which is undesirable, and the bending elastic modulus is 10.00 OA47f.
It is not preferable to use a laminate with less than 100.0001ogf/cam because the resulting structural material will deform during long-term use or during periods of high temperature.
It is necessary to be careful because the workability of the resulting ridge tile fixing structure material will deteriorate if a laminate exceeding Furthermore, if the thickness of the laminate is less than 111II, it will be difficult to firmly fix the split tiles to the obtained ridge tile fixing structure material with screws, and if the thickness exceeds 5. When ridge tiles are introduced as structural materials, a gap of several tiles above and below occurs at the tip of the ridge tiles, making it easy for rainwater to infiltrate, and when there is a sudden change in temperature, the structural materials become wavy and curly. This is not preferable because it causes problems such as smearing, and also deteriorates the cuttability of the structural material during construction.

本発明の棟瓦固定構造材用積層体は例えば次のような方
法により得ることができる。
The laminate for a ridge tile fixed structural material of the present invention can be obtained, for example, by the following method.

すなわち、熱可塑性樹脂と不織布、織物又は編み物の1
種以上とが積層されてなる積層体は、熱可塑性樹脂のシ
ートをあらかじめ作製し、該シートを該熱可塑性樹脂の
軟化点以上に再加熱したのち、該加熱されたシートと不
織布、織物又は編み物を重ね合せ、3〜50 kg f
 /an@程度の圧力でプレスすることによって得られ
る。このとき該加熱されたシートと不織布、織物又は編
み物を交互に数層重ね合せてプレスし、数層からなる積
層体とすることもできる。熱可塑性樹脂と金属の薄板と
を積層した積層体もしくは熱可塑性樹脂と不織布、織物
又は編み物の1種以上とを積層した積層体の熱可塑性樹
脂側にさらに金属を積層した積層体は上述の方法と同じ
方法で得ることができるが、このときKは金属の薄板を
あらかじめ100〜250℃程度に加熱してお(ことが
好ましく、さらに積層される金属板側に不飽和カルボン
酸もしくはその誘導体で変性された変性樹脂層を介在さ
せることが好ましい。
That is, thermoplastic resin and nonwoven fabric, woven fabric, or knitted fabric.
A laminate consisting of a thermoplastic resin sheet is prepared in advance, the sheet is reheated to a temperature higher than the softening point of the thermoplastic resin, and then the heated sheet is combined with a nonwoven fabric, woven fabric, or knitted fabric. 3 to 50 kg f
It is obtained by pressing at a pressure of about /an@. At this time, several layers of the heated sheet and nonwoven fabric, woven fabric, or knitted fabric may be alternately stacked and pressed to form a laminate consisting of several layers. A laminate in which a thermoplastic resin and a metal thin plate are laminated, or a laminate in which a metal is further laminated on the thermoplastic resin side of a laminate in which a thermoplastic resin and one or more types of nonwoven fabric, woven fabric, or knitted material are laminated can be produced by the above-mentioned method. However, in this case, K can be obtained by preheating the thin metal plate to about 100 to 250°C (preferably, and adding an unsaturated carboxylic acid or its derivative to the side of the metal plate to be laminated). It is preferable to interpose a modified resin layer.

別の方法としては、熱可塑性樹脂のシートをカレンダー
法やTダイを使用した押出法で作製するときに不織布、
織物又は編み物をラミネートして積層体とすることもで
きる。
Another method is to produce a thermoplastic resin sheet using a calendar method or an extrusion method using a T-die.
Woven or knitted fabrics can also be laminated to form a laminate.

本発明の積層体は、あらかじめ所定の積層体を作製した
のち、該積層体を所定の構造の棟瓦固定構造材の成形に
供するものと、積層と棟瓦固定構造材の成形を同時に行
なって、所定の積層体からなる棟瓦固定構造材に成形し
たときの積層体をも含むものである。
The laminate of the present invention can be produced by preparing a predetermined laminate in advance and then using the laminate to form a ridge tile fixing structural material having a predetermined structure, or by simultaneously performing lamination and molding of the ridge tile fixing structural material. It also includes a laminate formed into a ridge tile fixed structural material consisting of a laminate of.

本発明の棟瓦固定構造材用積層体に用いられる熱可塑性
樹脂には付加成分として、炭酸カルシウム、タルク、マ
イカ、クレー、木粉、もみがら粉などの各種充填剤、耐
候剤、着色剤、酸化防止剤、金属石鹸などの滑剤、可塑
剤、各種ゴムなどを本発明の目的を損なわ力い範囲で使
用することができる。
The thermoplastic resin used in the ridge tile fixing structural material laminate of the present invention includes various fillers such as calcium carbonate, talc, mica, clay, wood flour, and rice husk powder, weathering agents, coloring agents, and oxidizing agents. Inhibitors, lubricants such as metal soaps, plasticizers, various rubbers, and the like may be used within the range that does not impair the purpose of the present invention.

本発明の積層体を用いた棟瓦固定構造材の1例を第1図
に示す。これを第2図に示すように数段重ね合せて組み
立てる。このとき、上部の構造材の翼部の長さすなわち
翼長は下部の構造材のそれよりも短かくした構造材を用
いる。ついで割りのし瓦を該構造材の翼部に載置し、ビ
スなどで該割りのし瓦を該構造材の翼部に固定する。最
頂部には冠瓦を載置して固定する。
An example of a ridge tile fixing structure material using the laminate of the present invention is shown in FIG. As shown in FIG. 2, these are assembled by stacking them in several stages. At this time, a structural material is used in which the length of the wing part of the upper structural material, that is, the blade length, is shorter than that of the lower structural material. Next, the split tile is placed on the wing portion of the structural member, and the split tile is fixed to the wing portion of the structural member using screws or the like. A crown tile is placed and fixed at the top.

かかる構造材は例えば次のような方法で製造することが
できる。
Such a structural material can be manufactured, for example, by the following method.

すなわち、本発明の棟瓦固定構造材用積層体を、該積層
体を構成する熱可塑性樹脂の軟化点以上忙加熱し、これ
を所定の構造材の形状を有する金型がとりつけられてい
るプレス成形機で圧力3〜50 峻f /cR2程度で
プレス成形することにより得ることができる。
That is, the ridge tile fixed structural material laminate of the present invention is heated above the softening point of the thermoplastic resin constituting the laminate, and then press-molded in a mold having a predetermined shape of the structural material. It can be obtained by press molding in a machine at a pressure of about 3 to 50 f/cR2.

また、熱可塑性樹脂のシートをあらかじめ作製し、この
シートを該熱可塑性樹脂の軟化点以上に再加熱したのち
、該加熱されたシートと不織布、織物又は編み物とを重
ね合せ、もしくは数層になるように重ね合せ、これを所
定の構造材の形状を有する金型を有するプレス成形機を
用いて圧力3〜50幻f /crn2程度でプレス成形
し、積層と構造材の成形を同時に行なうとと忙よっても
得られる。金属の薄板を用いる場合にも、上述の方法と
同様、積層と構造材の成形とを同時に行なうこともでき
る。
Alternatively, a sheet of thermoplastic resin is prepared in advance, this sheet is reheated to a temperature higher than the softening point of the thermoplastic resin, and then the heated sheet and nonwoven fabric, woven fabric, or knitted fabric are superimposed or formed into several layers. These are stacked together and press-molded at a pressure of about 3 to 50 phantom f/crn2 using a press molding machine equipped with a mold having the shape of the predetermined structural material, thereby simultaneously laminating and forming the structural material. You can get it even if you are busy. Even when thin metal plates are used, lamination and forming of the structural material can be performed simultaneously, similar to the method described above.

〔実施例〕〔Example〕

以下、実施例および比較例を用いて本発明を具体的に説
明するが、本発明はこれKよって限定されるものではな
い。
EXAMPLES The present invention will be specifically described below using Examples and Comparative Examples, but the present invention is not limited thereto.

なお、実施例、比較例で用いた原料および評価方法は次
の通りである。
The raw materials and evaluation methods used in Examples and Comparative Examples are as follows.

1)使用原料 PP :メルト70−レート(温度230℃、荷重2.
16kgを加えたときの10分間の溶融樹脂の吐出量)
2.5f/No分、エチレン含有量6.5重量%のプロ
ピレンーエチレンブロック共重合体樹脂、 チッソ■製、チッソポリプロにフ014゜HDPE:メ
ルトフローインデックス(温度190℃、荷重2.16
 kgを加えたときの10分間の溶融樹脂の吐出量)1
,5f/10分の高密度ポリエチレン樹脂、チッソ■製
、チッソポリプロT 8.1.3゜LDPE:住友化学
工業■製、スミヵセン(商標) G201゜ pvc:平均重合度800の塩化ビニル単独重合体10
0重量部にDOP5東量部、 錫系安定剤1重量部、Ca −Zn系複合安定剤1重量
部、滑剤1重量部を配合 したコンパウンド。
1) Raw material PP used: Melt 70-rate (temperature 230°C, load 2.
Discharge amount of molten resin for 10 minutes when adding 16 kg)
2.5f/No. Propylene-ethylene block copolymer resin with ethylene content of 6.5% by weight, manufactured by Chisso ■, made of Chisso Polypro 014° HDPE: Melt flow index (temperature 190°C, load 2.16)
Discharge amount of molten resin in 10 minutes when adding kg) 1
, 5f/10 min high-density polyethylene resin, manufactured by Chisso ■, Chisso Polypro T 8.1.3゜LDPE: manufactured by Sumitomo Chemical ■, Sumikasen (trademark) G201゜pvc: vinyl chloride homopolymer with an average degree of polymerization of 800 10
A compound containing 0 parts by weight of DOP5, 1 part by weight of a tin-based stabilizer, 1 part by weight of a Ca-Zn-based composite stabilizer, and 1 part by weight of a lubricant.

ABC:三菱モンサント化成■製、タフレックス(商標
)YT−212゜ レーヨン不:日本バイリーン■製、目付は重1150f
/m″のレーヨン系不織布。
ABC: Manufactured by Mitsubishi Monsanto Kasei ■, Taflex (trademark) YT-212° Rayon-free: Made by Nippon Vilene ■, weight 1150f
/m'' rayon nonwoven fabric.

カーボン不二呉羽化学工業■製、目付は重量150f/
q’、厚み0.4ms+のカーボンファイバー系不織布
、クレカヘーハー (商標)E−715゜ ポリニス織:ポリエステル65重量%、コツトン35重
量%の混紡平織り品、目付 は重量150f/ゼ。
Manufactured by Carbon Fuji Kureha Chemical Industry ■, weight is 150f/
q', carbon fiber non-woven fabric with a thickness of 0.4 ms+, Krekahaha (trademark) E-715° polyvarnish weave: blended plain weave product of 65% by weight polyester and 35% by weight cotton, basis weight is 150f/ze.

カーボン織:呉羽化学工業■製、目付は重量200 f
 / m’、厚み0.4mm+のカーボンファイバー平
織り品、フレカフセス (商標)P−2000 ガラス織二富士ファイバーグラス■製、目付は重量22
0f/WL”、厚み0.3 ’7簡のグラスファイバー
平織り品、FBCT−3824゜ メリヤスm:目付は重量ユ50f/@’の木綿メリヤス
編み物。
Carbon weave: Made by Kureha Chemical Industry ■, weight is 200 f
/ m', thickness 0.4mm+ carbon fiber plain weave product, made of Furekafuses (trademark) P-2000 glass woven Nifuji fiberglass ■, weight 22
0f/WL", thickness 0.3' 7-piece glass fiber plain weave product, FBCT-3824° knitted m: Cotton stockinette knitted fabric with a weight of 50f/@'.

Aj:厚み15071%のアルミニウム薄板。Aj: Aluminum thin plate with a thickness of 15071%.

S US :厚ミ5 ’Oμ声のステンレススティール
薄板0 2)評価方法 加熱変形量:成形した棟瓦固定構造材、より巾1OcI
R1長さ180cRの試験片を切り出し、これを支点間
距離15cIILの台上におき、該試験片の上に20’
O’Fの荷重を5分間かけたときの該試験片のタワミ量
(変形量)を測定した。なお、この試験は65℃の加熱
オーブン中で行なった。
SUS: Thickness: 5'Oμ Stainless steel thin plate 0 2) Evaluation method Amount of heating deformation: Molded ridge tile fixing structural material, draw width 1OcI
Cut out a test piece with a R1 length of 180 cR, place it on a table with a distance between fulcrums of 15 cIIL, and place a 20'
The amount of deflection (deformation) of the test piece was measured when a load of O'F was applied for 5 minutes. Note that this test was conducted in a heating oven at 65°C.

測定したタワミ量から次の基準で加熱変形量を評価した
The amount of thermal deformation was evaluated from the measured amount of deflection based on the following criteria.

◎:タワミ量5 mm未満 O:タワミ量5〜10鰭未満 △:タワミ量10〜20m未満 X:タワミ量20m以上 曲げ弾性率:成形した棟瓦固定構造材より、所定の寸法
の試験片を切り出し1.Tl5K8’758JC準拠し
て測定。
◎: Deflection amount less than 5 mm O: Deflection amount less than 5 to 10 fins △: Deflection amount 10 to less than 20 m 1. Measured in accordance with Tl5K8'758JC.

耐震性二M2図のように組み立てた棟瓦の模型(5段積
みで、割りのし瓦を横に5個取りつけ)を使用し、これ
を架台に固定し、雰囲気温度55℃と一10℃のもとで
架台に震度5相当の振動を1分間単位で5回与え、崩壊
の程度を調べ、次の基準で耐震性を評価した。
Earthquake Resistance A model of ridge tiles assembled as shown in Figure 2M2 (stacked in 5 layers, with 5 split tiles attached horizontally) was used, fixed on a stand, and exposed to ambient temperatures of 55°C and -10°C. The pedestal was subjected to vibrations equivalent to seismic intensity 5 five times in one-minute increments to examine the extent of collapse, and its earthquake resistance was evaluated using the following criteria.

◎:崩壊なしく非崩壊率95%以上) ○:若干崩壊(非崩壊率75〜94%)△:かなり崩壊
(非崩壊率31〜74%)×:完全に崩壊(非崩壊率3
0%以下)ビス止め性:成形した棟瓦固定構造材の同一
個所を木ネジ(3,1x 3 B )で繰り返し貫通さ
せたとき、貫通穴がバカ穴になるまでの貫通回数を測定
し、次の基準でビス止め性を評価した。
◎: No collapse, non-collapse rate 95% or more) ○: Slight collapse (non-collapse rate 75-94%) △: Considerable collapse (non-collapse rate 31-74%) ×: Completely collapse (non-collapse rate 3)
0% or less) Screw fastening property: When the same point of the molded ridge tile fixing structure material is repeatedly penetrated with a wood screw (3,1 x 3 B), the number of penetrations until the through hole becomes a blank hole is measured, and the next Screw fastening properties were evaluated using the following criteria.

◎:5回以上 ○:3〜4回 622回 ×:1回 と−トサイクル性:第1図忙示した形状の棟瓦固定構造
材を用いて、−10℃で1時間放置→常温で1時間放置
→70℃で1時間放置→常温で1時間放置を1サイクル
とし、これを連続3サイクルしたのちの構造材の変形を
調べ、次の基準でヒートサイクル性を評価した。
◎: 5 times or more ○: 3 to 4 times 622 times ×: 1 time - Cycleability: Using the ridge tile fixing structural material of the shape shown in Figure 1, leave it at -10℃ for 1 hour → 1 hour at room temperature One cycle consisted of standing for a period of time → standing at 70° C. for 1 hour → standing at room temperature for 1 hour. After 3 consecutive cycles, the deformation of the structural material was examined, and the heat cycle performance was evaluated based on the following criteria.

◎:波打ち、反り、カールなし ○:波打ち、反り、カール若干あり △:波打ち、反り、カールかなりあり ×:波打ち、反り、カール多し 気密性:第2図のように組み立てた棟瓦の模型を用いて
、これに水平面から45度の角度から25扉/秒の風速
の風とともに5011/Hrの雨を降らせたときののし
瓦と構造材の翼部との間に雨の侵入度合を目視により観
察し、構造材の翼部との間に雨の侵入度合を目視により
次の基準で気密性を評価した。
◎: No waving, warping, or curling ○: Some waving, warping, or curling △: Significant waving, warping, or curling ×: Lots of waving, warping, or curling Airtightness: A model of the ridge tile assembled as shown in Figure 2. The degree of intrusion of rain between the roof tile and the wing part of the structural material was visually observed when 5011/hr of rain was caused to fall on the roof from a 45 degree angle from the horizontal plane with a wind speed of 25 doors/sec. The airtightness was evaluated based on the following criteria by visually observing the degree of rain penetration between the wings of the structural material.

◎:雨の侵入なし ○:雨の侵入が若干あるが問題なし X:雨の侵入が多く問題あり 実施例1〜6、比較例1〜3 後述の第1表に記載の厚みを有するPPシートをTダイ
付き口径90諒の押出機を用いてそれぞれ作製したのち
、該シートを1′10℃に加熱し、同表に記載の織物を
同表に示した構成で重ね合せ、5kyt/cw+”の圧
力でプレスして積層体を成形した。該積層体を170℃
に再度加熱したのち第1図に示す構造を有する金型上に
セットし、プレス圧力5 kgf /cIIL”でプレ
ス成形して棟瓦固定構造材を得た。
◎: No rain infiltration ○: Some rain intrusion, but no problem were produced using an extruder with a diameter of 90 mm equipped with a T-die, the sheets were heated to 1'10°C, and the fabrics listed in the table were layered in the configuration shown in the table to produce 5 kyt/cw+" A laminate was formed by pressing at a pressure of 170°C.
After heating again, it was set on a mold having the structure shown in FIG. 1, and press-molded at a press pressure of 5 kgf/cIIL" to obtain a ridge tile fixing structure material.

得られた棟瓦固定構造材より所定の試験片を調製し、該
試験片を用いて加熱変形量、曲げ弾性率を測定した。
A predetermined test piece was prepared from the obtained ridge tile fixing structure material, and the amount of thermal deformation and bending elastic modulus were measured using the test piece.

また、得られた棟瓦固定構造材を用いて、第2図忙示す
ような棟瓦を組み立て、該棟瓦を用いて、耐震性、ビス
止め性、ヒートサイクル性、気密性を評価ゝした。
Additionally, the obtained ridge tile fixing structural material was used to assemble a ridge tile as shown in Figure 2, and the ridge tile was used to evaluate earthquake resistance, screw fastening properties, heat cycle performance, and airtightness.

これらの結果をまとめて第1表に示した。These results are summarized in Table 1.

17一 第1表より明らかなように、本発明の範囲を満たさ々い
比較各側の積層体およびそれを用いた棟瓦固定構造材は
耐震性、ビス止め性、ヒートサイクル性、気密性のいず
れかに問題があることがわかる。
17- As is clear from Table 1, the comparative laminates on each side and the ridge tile fixing structural materials using the same satisfies the scope of the present invention. It turns out there is a problem.

実施例7〜12、比較例4〜6 後述の第2表に記載の熱可塑性樹脂シート(厚み0.6
7寞il)を、口径90mのTダイ付き押出機(ベント
付き)を用いて作製し、これに同表記載の不織布もしく
は織布を同表記載の構成になるように重ね合せ、該重ね
合せたものを第1図に示す構造を有する金型上にセット
し、プレス圧力5 kg f /aa2 でプレス成形
して棟瓦固定構造材を得た。このとき、実施例7〜12
および比較例4.5のシートは170℃に加熱し、比較
例6のシートは140℃に加熱して用いた。
Examples 7 to 12, Comparative Examples 4 to 6 Thermoplastic resin sheets (thickness 0.6
7-il) using an extruder with a T-die (with a vent) having a diameter of 90 m, and the nonwoven fabric or woven fabric described in the same table was superimposed on it so as to have the configuration described in the same table, and the superposition was performed. This was placed on a mold having the structure shown in FIG. 1, and press-molded at a press pressure of 5 kgf/aa2 to obtain a ridge tile fixing structure material. At this time, Examples 7 to 12
The sheet of Comparative Example 4.5 was heated to 170°C, and the sheet of Comparative Example 6 was heated to 140°C.

得られた棟瓦固定構造材より所定の試験片を調製し、該
試験片を用いて加熱変形量、曲げ弾性率を測定した。ま
た、得られた棟瓦固定構造材を用いて、第2図に示すよ
うな棟瓦を組み立て、耐震性、ビス止め性、ヒートサイ
クル性、気密性を評価した。
A predetermined test piece was prepared from the obtained ridge tile fixing structure material, and the amount of thermal deformation and bending elastic modulus were measured using the test piece. Furthermore, using the obtained ridge tile fixing structural material, a ridge tile as shown in Fig. 2 was assembled, and its earthquake resistance, screw fastening performance, heat cycle performance, and airtightness were evaluated.

これらの結果をまとめて第2表に示した。These results are summarized in Table 2.

第2表より明らかなように、本発明の構造材は耐震性、
ビス止め性、気密性等に優れているが、厚みが6111
1の比較例5は耐震性等に優れる反面、雨水が棟の内部
に侵入しやすく気密性に問題かある。また、比較例4は
厚みが不足しているため加熱変形量、耐震性、ビス止め
性が劣り使用できない。比較例6は厚みは本発明を満た
しているが非変形性(耐熱性)、曲げ弾性率(剛性)が
不足しているため耐震性、ヒートサイクル性に問題があ
ることがわかる。
As is clear from Table 2, the structural material of the present invention has earthquake resistance,
It has excellent screw fixing properties and airtightness, but the thickness is 6111mm.
Although Comparative Example 5 of No. 1 has excellent earthquake resistance, it is easy for rainwater to enter the inside of the ridge, causing problems with airtightness. Furthermore, Comparative Example 4 cannot be used because of its insufficient thickness, which results in poor thermal deformation, earthquake resistance, and screw fastening properties. Although the thickness of Comparative Example 6 satisfies the requirements of the present invention, it is found that non-deformability (heat resistance) and flexural modulus (rigidity) are insufficient, resulting in problems in earthquake resistance and heat cycle performance.

実施例13〜16、比較例フ、8 後述の第3表に記載の熱可塑性樹脂シート(実施例13
.14では厚み1闘、実施例15.16では厚み0.6
7m1比較例)では厚み0.35siI、比較例8では
厚み0.24u+)を、口径90龍のTダイ付き押出機
(ベント付き)を用いて作製し、該シートを170℃に
加熱したのち、これに同表に記載の不織布を同表記載の
構成になるように重ね合せ、該重ね合せたものを第1図
に示す構造を有する金型上にセットし、プレス圧力5 
kg f /an2でプレス成形して棟瓦固定構造材を
得た。得られた該棟瓦固定構造材より所定の試験片を調
製し、該試験片を用いて加熱変形量、曲げ弾性率を測定
した。また、得られた棟瓦固定構造材を用いて、第2図
に示すような棟瓦を組み立て、耐震性、ビス止め性、ヒ
ートサイクル性、気密性を評価した。
Examples 13 to 16, Comparative Example F, 8 Thermoplastic resin sheets listed in Table 3 below (Example 13
.. 14 has a thickness of 1, and Example 15.16 has a thickness of 0.6.
A sheet with a thickness of 0.35siI in Comparative Example 7m1 and a thickness of 0.24u+ in Comparative Example 8 was produced using an extruder with a T-die (vented) with a diameter of 90 mm, and after heating the sheet to 170 ° C. The nonwoven fabric described in the same table was superimposed on this so as to have the configuration described in the same table, and the superimposed material was set on a mold having the structure shown in Fig. 1, and the press pressure was 5
A ridge tile fixing structure material was obtained by press forming at kg f /an2. A predetermined test piece was prepared from the obtained ridge tile fixing structure material, and the amount of thermal deformation and bending elastic modulus were measured using the test piece. Furthermore, using the obtained ridge tile fixing structural material, a ridge tile as shown in Fig. 2 was assembled, and its earthquake resistance, screw fastening performance, heat cycle performance, and airtightness were evaluated.

これらの結果をまとめて第3表に示した。These results are summarized in Table 3.

実施例17〜23、比較例9〜11 0径90 mmのTダイ付き押出機(ベント付き)を用
いて、シートの片面に50μmの厚みを有する変性ポリ
チレンフイルムがラミネートされたPPシートを作製し
た。該PPシートの厚みは、実施例17.21%22で
は0.95m、実施例18では1.8mm1実施例19
では2鰭、実施例20では0.61111実施例23で
は0.8m、比較例9では0.45m、比較例10では
5.8鰭、比較例11では0.31111であった。
Examples 17 to 23, Comparative Examples 9 to 11 A PP sheet laminated with a modified polyethylene film having a thickness of 50 μm on one side of the sheet was produced using an extruder with a T-die (vented) having a diameter of 90 mm. did. The thickness of the PP sheet was 0.95 m in Example 17.21% 22, 1.8 mm in Example 18, and 1.8 mm in Example 19.
2 fins in Example 20, 0.61111 in Example 23, 0.45 m in Comparative Example 9, 5.8 fins in Comparative Example 10, and 0.31111 in Comparative Example 11.

該PPシートを170℃に加熱し、該加熱されたPPシ
ートに後述の第4表に記載の金属の薄板、不織布、織物
を同表に記載の構成になるように重ね合せた。このとき
、PPシートの変性ポリエチレンフィルムがラミネート
された面が金属の薄板と接するように重ね合わされ、該
金属の薄板は180℃に加熱されたものを用いた。
The PP sheet was heated to 170° C., and metal thin plates, nonwoven fabrics, and woven fabrics listed in Table 4 below were superimposed on the heated PP sheet so as to have the configurations listed in the table. At this time, the PP sheet was overlapped so that the surface on which the modified polyethylene film was laminated was in contact with a thin metal plate, and the thin metal plate was heated to 180°C.

また該金属の薄板は5個/ l OOcm2  の割合
で直径約1 mmの穴があけられたものを用いた。
Further, the thin metal plate used was one in which holes with a diameter of about 1 mm were drilled at a rate of 5 holes/lOOcm2.

上述のように重ね合わされたものを第1図に示す構造を
有する金型上にセットし、プレス圧25 kg f /
cWL2 でプレス成形し、棟瓦固定構造材を得た。
The superimposed pieces as described above were set on a mold having the structure shown in Fig. 1, and a press pressure of 25 kgf/
Press molding was performed using cWL2 to obtain a ridge tile fixing structure material.

得られた該棟瓦固定構造材より所定の試験片を調製し、
該試験片を用いて加熱変形量、曲げ弾性率を測定した。
Predetermined test pieces are prepared from the obtained ridge tile fixed structural material,
The amount of heat deformation and the bending elastic modulus were measured using the test piece.

また、得られた棟瓦固定構造材を用いて、第2図に示す
ような棟瓦を組み立て、耐震性、ビス止め性、ヒートサ
イクル性、気密性を評価した。
Furthermore, using the obtained ridge tile fixing structural material, a ridge tile as shown in Fig. 2 was assembled, and its earthquake resistance, screw fastening performance, heat cycle performance, and airtightness were evaluated.

これらの結果をまとめて第4表に示した。These results are summarized in Table 4.

〔発明の効果〕〔Effect of the invention〕

本発明の積層体を使用した棟瓦固定構造材は構造材の翼
部に(割り)のし瓦を交互に重ね、のし瓦を該構造材の
翼部にビスで止めて固定するだけで施工できるので、施
工が容易で施工に個人差がでに(<、また、台風や地震
などによる横風や振動を受けても充分々強度を有してい
るのでひび割れや変形を起しに(<、崩壊や雨漏りを防
止できる。さらに凍結しないので寒冷地の使用や寒冷期
の施工ができ、雨水などに濡れても凍結や軟化を起す事
がないので耐久性に優れ長期間の使用に耐える棟瓦固定
構造材であり、本発明の積層体は、かかる棟瓦固定構造
材の製造に好適に使用できる。
The ridge tile fixed structural material using the laminate of the present invention can be constructed by simply stacking (split) shingle tiles alternately on the wing portion of the structural material and fixing the shingle tiles to the wing portion of the structural material with screws. Because it is easy to install, there are no individual differences in construction (<, Also, it has sufficient strength even when subjected to cross winds and vibrations caused by typhoons and earthquakes, so it will not crack or deform (<, It can prevent collapse and rain leaks.Furthermore, since it does not freeze, it can be used in cold regions and can be constructed during cold seasons.It does not freeze or soften even if it gets wet with rainwater, so it is highly durable and can withstand long-term use. It is a structural material, and the laminate of the present invention can be suitably used for manufacturing such a ridge tile fixed structural material.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は棟瓦固定構造材の1例を示す。 第2図は棟瓦固定構造材を用いて棟瓦を組み立てた状態
を示す図で、図中1は棟瓦固定構造材を、2は割りのし
瓦を、3は冠瓦を、それぞれ表わす。
Figure 1 shows an example of a ridge tile fixed structural material. FIG. 2 is a diagram showing a state in which the ridge tile is assembled using the ridge tile fixing structural material, and in the figure, 1 represents the ridge tile fixing structural material, 2 represents the split tile, and 3 represents the crown tile.

Claims (3)

【特許請求の範囲】[Claims] (1)熱可塑性樹脂と不織布、織物又は、編み物の1種
類以上とが積層されてなる積層体であつて、該積層体の
65℃における変形量が10mm未満、曲げ弾性率が1
0,000kgf/cm^2以上、厚みが1〜5mmで
ある棟瓦固定構造材用積層体。
(1) A laminate formed by laminating a thermoplastic resin and one or more types of nonwoven fabric, woven fabric, or knitted fabric, in which the amount of deformation at 65°C of the laminate is less than 10 mm, and the flexural modulus is 1.
A laminate for a ridge tile fixed structure material having a force of 0,000 kgf/cm^2 or more and a thickness of 1 to 5 mm.
(2)金属の薄板と熱可塑性樹脂とが積層されてなる積
層体であつて、該積層体の65℃における変形量が10
mm未満、曲げ弾性率が10,000kgf/cm^2
以上、厚みが1〜5mmである棟瓦固定構造材用積層体
(2) A laminate formed by laminating thin metal plates and thermoplastic resin, wherein the amount of deformation of the laminate at 65°C is 10
Less than mm, flexural modulus is 10,000 kgf/cm^2
The above is a laminate for a ridge tile fixed structure material having a thickness of 1 to 5 mm.
(3)熱可塑性樹脂と不織布、織物又は編み物の1種類
以上とが積層されてなる積層体の熱可塑性樹脂側にさら
に金属の薄板が積層されてなる積層体であつて、該積層
体の65℃における変形量が10mm未満、曲げ弾性率
が10,000kgf/cm^2以上、厚みが1〜5m
mである棟瓦固定構造材用積層体。
(3) A laminate in which a thin metal plate is further laminated on the thermoplastic resin side of a laminate in which a thermoplastic resin and one or more types of nonwoven fabric, woven fabric, or knitted material are laminated; The amount of deformation at °C is less than 10 mm, the bending elastic modulus is 10,000 kgf/cm^2 or more, and the thickness is 1 to 5 m.
A laminate for ridge tile fixed structural material, which is m.
JP31316688A 1988-12-12 1988-12-12 Laminate for ridge tile-fixing structure Pending JPH02161048A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31316688A JPH02161048A (en) 1988-12-12 1988-12-12 Laminate for ridge tile-fixing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31316688A JPH02161048A (en) 1988-12-12 1988-12-12 Laminate for ridge tile-fixing structure

Publications (1)

Publication Number Publication Date
JPH02161048A true JPH02161048A (en) 1990-06-20

Family

ID=18037898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31316688A Pending JPH02161048A (en) 1988-12-12 1988-12-12 Laminate for ridge tile-fixing structure

Country Status (1)

Country Link
JP (1) JPH02161048A (en)

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