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JP4090359B2 - Wind-resistant roof tiles and methods for raising them - Google Patents
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JP4090359B2 - Wind-resistant roof tiles and methods for raising them - Google Patents

Wind-resistant roof tiles and methods for raising them Download PDF

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Publication number
JP4090359B2
JP4090359B2 JP2003033335A JP2003033335A JP4090359B2 JP 4090359 B2 JP4090359 B2 JP 4090359B2 JP 2003033335 A JP2003033335 A JP 2003033335A JP 2003033335 A JP2003033335 A JP 2003033335A JP 4090359 B2 JP4090359 B2 JP 4090359B2
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wind
tile
resistant
roof tile
opening edge
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JP2004244829A (en
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治正 荒川
大輔 石川
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新東株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、台風など強風による吹き上がりを防止した耐風瓦の改良に関する。
【0002】
【従来の技術】
従来、強風の吹き込みによる瓦の吹き上がりを防止する手段として、瓦の尻部近傍に設けた釘孔を通じて横桟木に釘打ちして固定したり、屋根外周に金属線を張り巡らせ、銅線で下地に固定するなどの施工が行われていた。また、この釘打ち固定方法を省略できる改良方法も多く提案されている。
【0003】
例えば、図6に示すように、垂木上の横桟木11に下側瓦12の尻引っ掛け部13を当接して葺き、さらに、その上に上側瓦15が載った状態で葺き上げられる場合、横桟木11に予め固定金具16を固定しておき、その先端屈曲部16aを尻引っ掛け部13に設けた差込部14に差し込んだ状態で葺き上げるものである。(特許文献1を参照のこと)
【0004】
かくして、前記固定金具16の先端屈曲部16aが尻引っ掛け部13に設けた差込部14に差し込まれているので、この瓦が強風などで吹き上げられるのを効果的に防止できることになる。ところが、このような従来の葺き上げ工法では、新規な固定金具16などを釘打ちで取り付ける手間がかかるうえ、瓦が上下にずれた場合には耐風効果が失われるなど信頼性にやや問題があった なお、横桟木自体を金属製とするものもある(特許文献2を参照のこと)が、瓦に対する吹き上がり抑止原理は特許文献1と実質的に同様なものである。
【0005】
【特許文献1】
実開平5−62615号公報:請求項1、図1、2。
【特許文献2】
実開昭59−4098号公報:実用新案登録請求の範囲、図3、4、5。
【0006】
【発明が解決しようとする課題】
本発明は、上記の問題点を解決するためになされたものであり、従来の葺き上げ作業に新たな部材や工程を追加することなく、確実な耐風効果が期待でき、従来の固定釘打ちなどが省略できる耐風瓦を提供する。
【0007】
【課題を解決するための手段】
上記の問題は、上方に開口するとともに開口縁部を内部より狭く形成した溝部を有し、合成樹脂ないしアルミニウム合金の押出材またはステンレス板の折り曲げ加工材よりなる長尺成形材である横桟部材の該溝部に、尻端部裏面に突設した抜止め突起部を挿入した状態で葺かれ得る耐風瓦であって、前記抜止め突起部の先端部分を肉厚に形成して係合肉厚部とし、前記横桟部材の少なくとも開口縁部の一部を切り欠いて、その切り欠いた箇所から前記耐風瓦の抜止め突起部の先端の係合肉厚部を溝部内に挿入可能とするとともに、その挿入後にその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に係止可能としたものであることを特徴とする本発明の第1発明である耐風瓦によって、解決することができる。
【0008】
【0009】
さらに、本発明の耐風瓦においては、その尻部上面に先端を鉤状に形成した鉤状突起部を設けるとともに、頭部側裏面に係合差込部を設けた前記耐風瓦であって、その鉤状突起部と係合差込部とが、当該耐風瓦を葺くときに、下側に葺かれる瓦の前記鉤状突起部の先端鉤部が上側に葺かれる瓦の前記係合差込部に挿入され、上側の瓦の吹き上がりを下側の瓦が下方に引き留めるよう係合する位置関係に配設されている形態に具体化するのがより好ましいものである。
【0010】
また、上記の問題は、前記第1発明の耐風瓦の葺き上げ方法であって、予め屋根下地として準備した溝部を有する前記横桟部材の一部を切り欠いた開口縁部から前記耐風瓦の抜止め突起部の係合肉厚部を溝部内に挿入した後、該耐風瓦全体をその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に配置することを特徴とする本発明の第2発明である耐風瓦の葺き上げ方法によって、解決することもできる。
【0011】
さらに、前記具体化した第1発明の耐風瓦の葺き上げ方法であって、予め屋根下地として準備した溝部を有する前記横桟部材の一部を切り欠いた開口縁部から前記耐風瓦の抜止め突起部の係合肉厚部を溝部内に挿入した後、該耐風瓦全体をその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に配置するとともに、上側に位置する耐風瓦を葺くときに、下側に葺かれた瓦の前記鉤状突起部の先端鉤部を当該上側に葺かれる瓦の前記係合差込部に挿入して、上側の瓦の吹き上がりを下側の瓦が下方に引き留めるよう係合する位置関係に配置することを特徴とする本発明の耐風瓦の葺き上げ方法によって、解決できるのである。
【0012】
【発明の実施の形態】
次に、本発明の耐風瓦およびその葺き上げ方法に係る第1、第2の実施形態について、図1〜5を参照しながら説明する。
【0013】
(第1実施形態)
先ず、本発明の耐風瓦は、図1(A)に例示するように、平板部23の左右にアンダラップ部21、オーバラップ部22を備えた粘土瓦であって、その尻端部24に裏面には下方に突設した抜止め突起部3、3(図1では、製図法の取り決めから、上方に向けて突設した形に描かれている)を備えたものである。なお、本発明では、この抜止め突起部3は、少なくとも1個、突設することが必要である。
【0014】
そして、この抜止め突起部3、3は、図2、3に示されるように、上方に開口するとともに開口縁部42、42を内部より狭く形成した溝部41を有する横桟部材4の該溝部41に、挿入した状態で葺くことができるよう形成されている。
【0015】
具体的には、このような溝部41を有する横桟部材4の一部を切り欠いて内部を露出した箇所43を設けておき、先ず図3(A)のように切り欠き箇所43の上方から抜止め突起部3を挿入し、次いで、(B)にように内側に押し入れて、さらに(C)のように左右いずれかの方向にずらせて移動させれば、この抜止め突起部3の先端部分31が開口縁部42、42の間に引き込まれた状態で溝部41内に収容されるのである。
【0016】
そして、本発明では、この抜止め突起部3の先端部分31を肉厚に形成して係合肉厚部31aとしているので、前記横桟部材4の開口縁部42、42に抜止め状態に係止され、瓦が強風に煽られても吹き上がりは勿論のこと上下の位置ずれも効果的に防止することができる。この係合肉厚部31aは、複数個の抜止め突起部3が突設されている場合は、少なくともその1個に形成されていればよく、全てに形成する必要もない。またこの係合肉厚部31aは、図3に示すように、抜止め突起部3の先端部分31の両側に形成されているが、少なくとも一方の側に形成されていればよいのである。
【0017】
さらに、瓦の配置位置は、予め施工された前記横桟部材4に位置によって自ずから定まるので葺き上げに熟練を要せず、仕上り外観が整然と整うという利点も得られる。また、この抜止め突起部3を横桟部材4に嵌め合わせるだけでよく、従来の固定用釘打ち作業は不要になるので、作業工数やコストの削減にも効果がある。
【0018】
次に、如上の構成の本発明の耐風瓦の葺き上げ方法を説明するが、すでにその手順の概要は上述の通りであり、以下の手順をその特徴とする。
1)予め垂木や野地板(図示せず)上に、屋根下地として溝部41を有する前記横桟部材4を配設して準備する。2)次いで、この横桟部材4の一部を切り欠いた箇所43から前記耐風瓦の抜止め突起部3の係合肉厚部31aを有する先端部分31を溝部41内に挿入する。3)その後、当該耐風瓦全体をその切り欠き個所43から横方向にずらして前記横桟部材4の開口縁部42に抜止め状態に配置する。
なお、図では、平板瓦を例示しているが、本発明はこれに限定されるものではない。
【0019】
なお、本発明の耐風瓦では、前記横桟部材4として、十分な強度のある合成樹脂ないしアルミニウム合金の押出材またはステンレス板の折り曲げ加工材で構成される長尺成形材を適用するのが好適であり、軟弱な材料は不適当である。本発明でいう合成樹脂とは、無機質あるいは有機質のフィラー(充填材)を配合した合成樹脂材料をも包含する用語であり、例えば、樹脂に木粉末を配合して得られる合成木材をも含むのである。
【0020】
そして、前記横桟部材4の少なくとも開口縁部の一部を切り欠いた個所43は、前記抜止め突起部3の先端部分31が溝部内に挿入可能な寸法とし、適宜な間隔で配置しておくのがよい。
【0021】
また、本発明の用いられる横桟部材4としては、図3にような一方の開口縁部42と壁部を切り欠いた箇所43の代わりに、図4に示すように開口の両側の開口縁部42、42を切り欠いた切り欠き個所44を設けたものでもよい。この場合は、抜止め突起部3の嵌め合わせに際して、挿入と横移動で済むうえ、横桟部材4の機械的強度が比較的低下しない利点がある。
【0022】
また、本発明の用いられる横桟部材4としては、図3にような一方の開口縁部42と壁部を切り欠いた箇所43の代わりに、図7に示すように開口の両側の開口縁部42、42のうち、一方を切り欠いた切り欠き個所45を設けたものでもよい。
【0023】
この切り欠き個所45の場合、図8(A)(B)に示すように、そこから前記耐風瓦の抜止め突起部3の先端部分31を溝部41内に挿入する。次いで、先端部分31を両側の開口縁部42、42の間に引き入れながら、当該耐風瓦全体を横方向にずらすことによって、図8(C)のように、横桟部材4の開口縁部42に先端部分31の係合肉厚部31aが係合するようになり抜止め状態に配置することができる。
【0024】
この事例では、抜止め突起部3の嵌め合わせに際して、図4の事例のように挿入と横移動で済むうえ、横桟部材4の機械的強度がさらに低下しない利点がある。また、図4の事例では、多数の切り欠いた箇所44の配置の仕方によっては、葺き上げられた当該耐風瓦の抜止め突起部3が偶然に別の切り欠いた箇所44に合致して、抜止め状態が得られないという不具合が予想されるが、この図7、8の場合には、そのような事態が生じない利点が得られる。この点は、図2の場合も同様である。
【0025】
(第2実施形態)
次に、本発明の第2実施形態について説明する。
この第2実施形態の耐風瓦は、先に説明した第1実施形態に説明した抜止め突起部3を備えた上に、さらに図1に示すような、当該瓦の尻部24の上面に先端を鉤状に形成した鉤状突起部5を設ける(図1の(B)(C)を参照のこと)とともに、頭部25側裏面に係合差込部6を設けたものである。
【0026】
そして、その鉤状突起部5と係合差込部6とは、つぎのような位置関係に形成されているのである。すなわち、当該耐風瓦を葺くときに、図5(A)に示されるように、下側に葺かれる瓦2aの前記鉤状突起部5の先端鉤部5aが上側に葺かれる瓦2bの前記係合差込部6に挿入され、上側の瓦2bの吹き上がりを下側の瓦2aが下方に引き留めるよう係合する位置関係に配設されているのである。この目的には、前記係合差込部6は、図1(D)にあるように、オーバラップ部22の屈曲した基部22aの裏面に設定するのが最も生産技術上好ましい。
【0027】
そして、このように具体的に構成した耐風瓦は、次の葺き上げ方法によって葺き上げることができる。すなわち、先ず第1実施形態の場合に同じく、予め屋根下地として準備した溝部を有する前記横桟部材4と耐風瓦の抜止め突起部3、3とを嵌め合わせて抜止め状態に配置するのであるが、そのとき同時に、上側に位置する耐風瓦2bを葺くときに、下側に葺かれた瓦2aの前記鉤状突起部5の先端鉤部5aを当該上側に葺かれる瓦2bの前記係合差込部6に挿入して、上側の瓦2bの吹き上がりを下側の瓦2aが下方に引き留めるよう係合する葺き上げ方法が採用できる。
【0028】
この第2実施形態のごとき耐風瓦およびその葺き上げ方法によって、如上の通りの第1実施形態の利点が享受できるとともに、下側の瓦2aの前記鉤状突起部5を上側の瓦2bの係合差込部6に挿入、係合することにより、下側の瓦2aが上側の瓦2bの頭部側を牽引して吹き上がりを抑止するので、耐風瓦全体の耐風性能が向上するという格別の利点が得られるのである。
【0029】
前記係合差込部6が設けられる位置としては、図1(D)に示すオーバラップ部22の屈曲した基部22aの裏面の他に、図5(B)のように、アンダラップ部21の端部に設けることも想定できるが、オーバラップ側に設ける場合に比較して、オーバラップ側から強風で吹き上げられ易くなるので、次善の方法と言えよう。
【0030】
以上、本発明の耐風瓦を主として強風時の吹き上がり防止の観点から説明したが、本発明は耐風性能に優れるだけではなく、地震発生時の振動に対しても、葺き上げられた瓦が下地材と強力に一体化しているので、位置ずれを起こしたり、脱落したりすることがない。このように、本発明は、耐風および耐震ともに優れた性能を発揮できる耐風瓦とその葺き上げ方法を提供できるのである。
【0031】
【発明の効果】
本発明の耐風瓦およびその葺き上げ方法は、以上説明したように構成されているので、従来の葺き上げ作業に新たな部材や工程を追加することなく、確実な耐風効果が期待でき、従来の固定釘打ちなどが省略できる。また、屋根葺き工事のコストダウンも可能となり、仕上がった屋根の耐久性も格段に向上するという優れた効果がある。よって本発明は、従来の問題点を解消した耐風瓦およびその葺き上げ方法として、工業的価値はきわめて大なるものがある。
【図面の簡単な説明】
【図1】本発明の耐風瓦を説明するための正面図(A)、後面面(B)、前面図(C)、a−a断面図(D)、側面図(E)。
【図2】本発明における抜止め突起部と横桟部材との事例を示す要部斜視図。
【図3】横桟部材に抜止め突起部を挿入するステップ(A)(B)(C)を示す断面略図。
【図4】横桟部材の他の事例を示す要部斜視図。
【図5】本発明における葺き上げられた上下の瓦の鉤状突起部と係合差込部との係合関係を示す断面略図。
【図6】従来の瓦の葺き上げ状態の断面略図。
【図7】横桟部材の別の事例を示す要部斜視図。
【図8】別の事例の横桟部材に抜止め突起部を挿入するステップ(A)(B)(C)を示す断面略図。
【符号の説明】
2 瓦、21 アンダラップ部、22 オーバラップ部、23 平板部、24 尻端部、3 抜止め突起部、31 先端部分、31a 係合肉厚部、4 横桟部材、41 溝部、42 開口縁部、43 切り欠き箇所。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an improvement of a wind-resistant tile that prevents a wind-up due to a strong wind such as a typhoon.
[0002]
[Prior art]
Conventionally, as a means to prevent the tile from blowing up due to strong wind blowing, it is fixed by nailed to a horizontal pier through a nail hole provided near the bottom of the tile, or a metal wire is stretched around the roof periphery, Construction such as fixing to the ground was done. Many improved methods that can omit this nailing and fixing method have also been proposed.
[0003]
For example, as shown in FIG. 6, when the bottom hook 13 of the lower roof tile 12 is brought into contact with the horizontal pier 11 on the rafter and then the upper roof tile 15 is placed on the top roof 15, The fixing bracket 16 is fixed to the pier 11 in advance, and the distal end bent portion 16a is rolled up in a state where it is inserted into the insertion portion 14 provided in the butt hook portion 13. (See Patent Document 1)
[0004]
Thus, since the distal end bent portion 16a of the fixing bracket 16 is inserted into the insertion portion 14 provided in the buttocks hook portion 13, the roof tile can be effectively prevented from being blown up by a strong wind or the like. However, in this conventional lifting method, there is a problem in reliability, for example, it takes time to attach a new fixing bracket 16 by nailing and the wind resistance effect is lost when the roof tiles are displaced up and down. In addition, although there is a thing with the crosspiece itself made of metal (refer to Patent Document 2), the principle of blowing up the roof tile is substantially the same as that of Patent Document 1.
[0005]
[Patent Document 1]
Japanese Utility Model Laid-Open No. 5-62615: Claim 1, FIGS.
[Patent Document 2]
Japanese Utility Model Publication No. 59-4098: Claims of utility model registration, FIGS.
[0006]
[Problems to be solved by the invention]
The present invention has been made to solve the above-mentioned problems, and a reliable wind-resistant effect can be expected without adding a new member or process to the conventional lifting operation. Provides windproof tiles that can be omitted.
[0007]
[Means for Solving the Problems]
The above problem is to have a groove forming the opening edge portion narrower than the inner as well as opened upward, horizontal crosspiece member an elongated molding material bending consisting workpiece of the extruded material or a stainless plate of a synthetic resin or aluminum alloy A windproof tile that can be wound in a state in which a retaining projection protruding from the rear surface of the bottom end portion is inserted into the groove portion, wherein the distal end portion of the retaining projection is formed to be thick. And at least a part of the opening edge portion of the crosspiece member is cut out, and the engaging thick portion at the tip of the wind-proof tile retaining protrusion can be inserted into the groove portion from the cutout portion. In addition, the present invention is characterized in that, after the insertion, it is shifted in the lateral direction from the notched opening edge portion along the groove portion so that the opening edge portion of the crosspiece member can be locked in a retaining state. The wind-resistant roof tile according to the first invention of the present invention Can.
[0008]
[0009]
Furthermore, in the wind-resistant roof tile of the present invention, the wind-resistant roof tile is provided with a hook-shaped protrusion having a hook-like shape formed on the top of the bottom portion thereof, and the engagement back portion is provided on the back surface on the head side. When the hook-shaped projection and the engagement insertion portion are rolled with the wind-resistant roof tile, the engagement difference between the roof tiles of the tile-shaped projections of the roof tiles that are to be rolled down and the tiles of the tiles that are to be scratched upwards. More preferably, the embodiment is embodied in a form in which the upper roof tiles are inserted into the insertion portion and are engaged with each other so that the lower roof tiles are held downward.
[0010]
The above-mentioned problem is the method of hoisting the wind-resistant tile according to the first aspect of the invention, wherein the wind-resistant tile is removed from an opening edge portion in which a part of the crosspiece member having a groove portion prepared in advance as a roof base is cut out. After the engaging thickened portion of the retaining protrusion is inserted into the groove, the entire wind-resistant roof tile is shifted laterally along the groove from the notched opening edge and pulled out to the opening edge of the crosspiece member. The problem can also be solved by the wind-up tile roofing method according to the second aspect of the present invention, which is arranged in a stopped state.
[0011]
Further, in the wind-up method of the wind-resistant tile according to the first invention, the wind-resistant tile is prevented from being removed from an opening edge portion in which a part of the crosspiece member having a groove portion prepared in advance as a roof base is cut out. After the engaging thick part of the protrusion is inserted into the groove, the entire wind-resistant roof tile is laterally shifted from the notched opening edge along the groove , and is prevented from being removed from the opening edge of the crosspiece member. When the wind-resistant roof tile located on the upper side is rolled, the tip flange of the hook-shaped projection of the roof tile placed on the lower side is inserted into the engagement insertion portion of the roof tile placed on the upper side. Thus, the wind-up method of the wind-resistant tile according to the present invention, which is arranged in such a positional relationship that the upper tile is blown up so that the lower tile is held downward, can be solved.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Next, 1st, 2nd embodiment which concerns on the wind-resistant roof tile of this invention and its hoisting method is described, referring FIGS.
[0013]
(First embodiment)
First, the wind-resistant roof tile of the present invention is a clay roof tile provided with an underlap portion 21 and an overlap portion 22 on the left and right sides of the flat plate portion 23 as illustrated in FIG. The rear surface is provided with retaining protrusions 3 and 3 projecting downward (in FIG. 1, drawn in a shape projecting upward from the drafting convention). In the present invention, it is necessary to project at least one of the retaining projections 3.
[0014]
As shown in FIGS. 2 and 3, the retaining projections 3 and 3 are formed in the groove portion of the crosspiece member 4 that has a groove portion 41 that opens upward and has opening edge portions 42 and 42 narrower than the inside. 41 is formed so as to be able to run in the inserted state.
[0015]
Specifically, a portion 43 is formed by notching a part of the horizontal beam member 4 having such a groove 41 and exposing the inside, and first, as shown in FIG. If the retaining protrusion 3 is inserted, and then pushed inward as shown in (B), and further shifted in either the left or right direction as shown in (C), the tip of this retaining protrusion 3 The portion 31 is accommodated in the groove portion 41 in a state of being drawn between the opening edge portions 42 and 42.
[0016]
And in this invention, since the front-end | tip part 31 of this retaining projection part 3 is formed thickly and it is set as the engagement thick part 31a, it is in the retaining state in the opening edge parts 42 and 42 of the said horizontal crosspiece member 4. Even if the roof tiles are locked and blown by a strong wind, it is possible to effectively prevent vertical displacement as well as blowing up. In the case where a plurality of retaining protrusions 3 are provided so as to protrude, the engaging thick part 31a may be formed at least on one of them, and need not be formed on all of them. Further, as shown in FIG. 3, the engaging thick part 31a is formed on both sides of the distal end portion 31 of the retaining projection part 3, but it is only required to be formed on at least one side.
[0017]
Furthermore, since the position of the roof tiles is automatically determined depending on the position of the prefabricated horizontal beam member 4, it does not require any skill in lifting up, and the finished appearance is neatly arranged. Further, it is only necessary to fit the retaining projection 3 to the crosspiece member 4, and the conventional fixing nailing work is not necessary, which is effective in reducing the work man-hours and costs.
[0018]
Next, the wind-up method for wind-resistant tiles according to the present invention having the above-described configuration will be described. The outline of the procedure has already been described above, and the following procedure is characterized.
1) The crosspiece member 4 having the groove 41 as a roof base is previously disposed and prepared on a rafter or a field board (not shown). 2) Next, the tip end portion 31 having the engagement thick portion 31a of the retaining projection 3 of the wind-resistant roof tile is inserted into the groove portion 41 from a portion 43 where a part of the crosspiece member 4 is cut out. 3) Thereafter, the entire wind-resistant roof tile is shifted in the horizontal direction from the cutout portion 43 and disposed in the retaining state at the opening edge 42 of the crosspiece member 4.
In addition, in the figure, although the flat roof tile is illustrated, this invention is not limited to this.
[0019]
In the wind-resistant roof tile of the present invention, it is preferable to apply a long molding material made of a synthetic resin or aluminum alloy extruded material having a sufficient strength or a stainless steel plate bending material as the cross beam member 4. And soft materials are inappropriate. The synthetic resin referred to in the present invention is a term that includes a synthetic resin material in which an inorganic or organic filler (filler) is blended, and includes, for example, synthetic wood obtained by blending wood powder into a resin. is there.
[0020]
The portion 43 where at least a part of the opening edge of the crosspiece member 4 is notched is dimensioned so that the distal end portion 31 of the retaining projection 3 can be inserted into the groove, and is arranged at an appropriate interval. It is good to leave.
[0021]
Further, as the crosspiece member 4 used in the present invention, instead of the one opening edge 42 and the wall 43 notched as shown in FIG. 3, the opening edges on both sides of the opening as shown in FIG. What provided the notch part 44 which notched the parts 42 and 42 may be used. In this case, when the retaining protrusion 3 is fitted, only insertion and lateral movement are required, and there is an advantage that the mechanical strength of the crosspiece member 4 is not relatively lowered.
[0022]
Further, as the crosspiece member 4 used in the present invention, instead of the one opening edge portion 42 and the wall portion 43 as shown in FIG. 3, the opening edges on both sides of the opening as shown in FIG. A portion provided with a notch portion 45 in which one of the portions 42 and 42 is notched may be provided.
[0023]
In the case of the cutout portion 45, as shown in FIGS. 8 (A) and 8 (B), the tip end portion 31 of the windproof roof tile retaining projection portion 3 is inserted into the groove portion 41 therefrom. Next, the windproof roof tile is shifted in the horizontal direction while drawing the leading end portion 31 between the opening edge portions 42, 42 on both sides, thereby opening the edge portion 42 of the crosspiece member 4 as shown in FIG. The engaging thick part 31a of the distal end portion 31 is engaged with the front end portion 31 and can be arranged in a retaining state.
[0024]
In this case, when fitting the retaining protrusions 3, insertion and lateral movement are sufficient as in the case of FIG. 4, and there is an advantage that the mechanical strength of the crosspiece member 4 is not further reduced. In the example of FIG. 4, depending on the arrangement of a large number of cutout portions 44, the scoring protrusion 3 of the wind-resistant roof tile that has been rolled up coincides with another cutout portion 44 by chance, Although it is expected that there is a problem that the retaining state cannot be obtained, in the case of FIGS. 7 and 8, there is an advantage that such a situation does not occur. This is the same in the case of FIG.
[0025]
(Second Embodiment)
Next, a second embodiment of the present invention will be described.
The wind-resistant roof tile of the second embodiment is provided with the retaining projection 3 described in the first embodiment described above, and further has a tip on the top surface of the bottom portion 24 of the roof tile as shown in FIG. Is provided with a hook-like protrusion 5 (see (B) and (C) of FIG. 1), and an engagement insertion portion 6 is provided on the back surface on the head 25 side.
[0026]
And the hook-shaped projection part 5 and the engagement insertion part 6 are formed in the following positional relationships. That is, when the wind-resistant roof tile is rolled, as shown in FIG. 5 (A), the leading edge portion 5a of the hook-shaped projection portion 5 of the roof tile 2a to be wound downward is the top of the roof tile 2b to be wound upward. It is inserted in the engagement insertion part 6, and is arrange | positioned in the positional relationship which engages so that the lower roof tile 2a may hold down the blowing of the upper roof tile 2b below. For this purpose, it is most preferable in terms of production technology that the engagement insertion portion 6 is set on the back surface of the bent base portion 22a of the overlap portion 22, as shown in FIG.
[0027]
And the wind-resistant roof tile specifically comprised in this way can be lifted up with the following raising method. That is, first, similarly to the case of the first embodiment, the crosspiece member 4 having a groove portion prepared in advance as a roof base and the retaining projections 3 and 3 of the wind-resistant tile are fitted and arranged in a retaining state. However, at the same time, when the wind-resistant roof tile 2b located on the upper side is rolled, the engagement of the roof tile 2b of the roof-shaped projection 5 of the roof tile 2a wound on the lower side is pushed up. It is possible to adopt a rolling-up method in which the upper roof tile 2b is engaged so that the lower roof tile 2b is pulled down by being inserted into the joint insertion portion 6.
[0028]
The wind-resistant roof tile and its lifting method as in the second embodiment can enjoy the advantages of the first embodiment as described above, and the hook-like projections 5 of the lower roof tile 2a can be connected to the upper roof tile 2b. Since the lower roof tile 2a pulls the head side of the upper roof tile 2b and suppresses the wind-up by inserting and engaging with the insertion part 6, the wind resistance performance of the entire wind-resistant roof tile is improved. The advantage is obtained.
[0029]
As the position where the engagement insertion portion 6 is provided, in addition to the back surface of the bent base portion 22a of the overlap portion 22 shown in FIG. 1 (D), as shown in FIG. Although it can be assumed to be provided at the end, it can be said that it is a sub-optimal method because it can be easily blown from the overlap side by a strong wind as compared with the case where it is provided on the overlap side.
[0030]
As described above, the wind-resistant tile of the present invention has been described mainly from the viewpoint of preventing blowing-up in strong winds, but the present invention is not only excellent in wind-resistant performance, but the raised tile is also the foundation for vibrations in the event of an earthquake. Because it is strongly integrated with the material, it does not cause misalignment or fall off. As described above, the present invention can provide a wind-resistant roof tile that can exhibit excellent performance in both wind resistance and earthquake resistance, and a method for lifting it.
[0031]
【The invention's effect】
Since the wind-resistant roof tile and the method of raising the wind of the present invention are configured as described above, a reliable wind-resistant effect can be expected without adding new members and processes to the conventional lifting work. Fixed nailing can be omitted. In addition, the cost of roofing work can be reduced, and the durability of the finished roof is greatly improved. Therefore, the present invention has an extremely large industrial value as a wind-resistant roof tile and a method for lifting it that have solved the conventional problems.
[Brief description of the drawings]
FIG. 1 is a front view (A), a rear surface (B), a front view (C), an aa sectional view (D), and a side view (E) for explaining a wind-resistant roof tile of the present invention.
FIG. 2 is a main part perspective view showing an example of a retaining projection and a crosspiece member in the present invention.
FIG. 3 is a schematic cross-sectional view showing steps (A), (B), and (C) for inserting a retaining protrusion in a crosspiece member.
FIG. 4 is a main part perspective view showing another example of a crosspiece member.
FIG. 5 is a schematic cross-sectional view showing the engagement relationship between the hook-shaped protrusions of the upper and lower roof tiles and the engagement plugs according to the present invention.
FIG. 6 is a schematic cross-sectional view of a conventional roof tile in a state of raising.
FIG. 7 is a perspective view of a main part showing another example of a cross beam member.
FIG. 8 is a schematic cross-sectional view showing steps (A), (B), and (C) for inserting a retaining protrusion into a horizontal beam member of another example.
[Explanation of symbols]
2 roof tiles, 21 underlap parts, 22 overlap parts, 23 flat plate parts, 24 bottom end parts, 3 retaining projection parts, 31 tip parts, 31a engaging wall thickness parts, 4 crosspiece members, 41 groove parts, 42 opening edges Part, 43 Notch.

Claims (4)

上方に開口するとともに開口縁部を内部より狭く形成した溝部を有し、合成樹脂ないしアルミニウム合金の押出材またはステンレス板の折り曲げ加工材よりなる長尺成形材である横桟部材の該溝部に、尻端部裏面に突設した抜止め突起部を挿入した状態で葺かれ得る耐風瓦であって、前記抜止め突起部の先端部分を肉厚に形成して係合肉厚部とし、前記横桟部材の少なくとも開口縁部の一部を切り欠いて、その切り欠いた箇所から前記耐風瓦の抜止め突起部の先端の係合肉厚部を溝部内に挿入可能とするとともに、その挿入後にその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に係止可能としたものであることを特徴とする耐風瓦。 Have a groove forming the opening edge portion narrower than an internal with opening upward, the groove portion of the lateral beam member is a long molding material bending consisting workpiece of the extruded material or a stainless plate of a synthetic resin or aluminum alloy, A wind-resistant roof tile that can be rolled in a state in which a retaining projection protruding from the rear surface of the bottom end portion is inserted, wherein a tip end portion of the retaining projection is formed thick to form an engaging thick portion, At least a part of the opening edge of the crosspiece member is cut out, and the engagement thick part at the tip of the retaining protrusion of the windproof tile can be inserted into the groove part from the cutout part. A wind-resistant roof tile, wherein the windproof roof tile can be shifted from the notch opening edge portion in the lateral direction along the groove portion and can be locked to the opening edge portion of the crosspiece member in a retaining state. 尻部上面に先端を鉤状に形成した鉤状突起部を設けるとともに、頭部側裏面に係合差込部を設けた前記耐風瓦であって、その鉤状突起部と係合差込部とが、当該耐風瓦を葺くときに、下側に葺かれる瓦の前記鉤状突起部の先端鉤部が上側に葺かれる瓦の前記係合差込部に挿入され、上側の瓦の吹き上がりを下側の瓦が下方に引き留めるよう係合する位置関係に配設されている請求項1に記載の耐風瓦。The wind-resistant roof tile is provided with a hook-shaped protrusion having a hook-shaped tip formed on the top surface of the hip, and provided with an engagement insertion part on the back surface on the head side, the hook-shaped protrusion and the engagement plug-in part. When the wind-resistant roof tile is rolled, the tip flange of the hook-shaped protrusion of the roof tile to be lowered is inserted into the engagement insertion portion of the roof tile to be pulled upward, The wind-resistant tile according to claim 1, wherein the wind-resistant tile is disposed in a positional relationship in which the lower tile is engaged so as to keep the rise downward. 請求項1に記載の耐風瓦の葺き上げ方法であって、予め屋根下地として準備した溝部を有する前記横桟部材の一部を切り欠いた開口縁部から前記耐風瓦の抜止め突起部の係合肉厚部を溝部内に挿入した後、該耐風瓦全体をその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に配置することを特徴とする耐風瓦の葺き上げ方法。A wind-up method for wind-resistant tiles according to claim 1, wherein the wind-proof tile is prevented from being pulled out from an opening edge part of the crosspiece member having a groove portion prepared in advance as a roof base. After inserting the combined thickness portion into the groove portion, the entire wind-resistant roof tile is shifted laterally from the notched opening edge portion along the groove portion and arranged in a retaining state at the opening edge portion of the crosspiece member. Wind-up method of wind-resistant tile characterized by 請求項に記載の耐風瓦の葺き上げ方法であって、予め屋根下地として準備した溝部を有する前記横桟部材の一部を切り欠いた開口縁部から前記耐風瓦の抜止め突起部の係合肉厚部を溝部内に挿入した後、該耐風瓦全体をその切り欠き開口縁部から該溝部に沿って横方向にずらして前記横桟部材の開口縁部に抜止め状態に配置するとともに、上側に位置する耐風瓦を葺くときに、下側に葺かれた瓦の前記鉤状突起部の先端鉤部を当該上側に葺かれる瓦の前記係合差込部に挿入して、上側の瓦の吹き上がりを下側の瓦が下方に引き留めるよう係合する位置関係に配置することを特徴とする耐風瓦の葺き上げ方法。The wind-up tile lifting method according to claim 2 , wherein the wind-proof tile is prevented from being pulled out from an opening edge part of the crosspiece member having a groove part prepared in advance as a roof base. After inserting the combined thickness portion into the groove portion, the entire wind-resistant roof tile is laterally shifted from the notched opening edge portion along the groove portion, and is disposed in the retaining state at the opening edge portion of the crosspiece member. When the wind-resistant roof tile located on the upper side is rolled, the tip flange of the hook-shaped protrusion of the roof tile placed on the lower side is inserted into the engagement insertion portion of the roof tile placed on the upper side. A wind-resistant roof tile lifting method, wherein the roof tiles are arranged in such a positional relationship that the lower roof tiles are held downward.
JP2003033335A 2003-02-12 2003-02-12 Wind-resistant roof tiles and methods for raising them Expired - Fee Related JP4090359B2 (en)

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