JP3560604B2 - Disaster prevention tile - Google Patents

Disaster prevention tile Download PDF

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Publication number
JP3560604B2
JP3560604B2 JP2003325407A JP2003325407A JP3560604B2 JP 3560604 B2 JP3560604 B2 JP 3560604B2 JP 2003325407 A JP2003325407 A JP 2003325407A JP 2003325407 A JP2003325407 A JP 2003325407A JP 3560604 B2 JP3560604 B2 JP 3560604B2
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Prior art keywords
water return
engagement
disaster prevention
tile
engaging
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JP2004092383A (en
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和彦 小栗
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株式会社鶴弥
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Description

本発明は、強風による平板瓦のずれと浮きを防止して耐風性能を向上させると共に、防
水性能も併せて向上させる様にした防災瓦に関する。
The present invention relates to a disaster prevention tile that prevents the flat roof tile from being displaced and lifted by strong winds to improve wind resistance and also improves waterproof performance.

防災瓦に要請される第1番目の機能等は、台風時の強風等による飛散を防止する耐風性
能である。
又、耐風性能と同等に要請される第2番目の機能等は、暴風雨時の防水性能にも優秀で
あることが求められている。
The first function required for disaster prevention tiles is wind resistance that prevents scattering due to strong winds during typhoons.
In addition, the second function and the like that are required to be equivalent to the wind resistance performance are required to have excellent waterproof performance in a storm.

以下、従来の技術を詳細に説明するが、従来の技術では、耐風性能(第1機能)、防水
性能(第2機能)を全て同時に達成した技術はなかった。
Hereinafter, the conventional technology will be described in detail. However, in the conventional technology, there is no technology that achieves all of wind resistance performance (first function) and waterproof performance (second function) at the same time.

従来の防災瓦としては、本件明細書の図13乃至図16に図示された係止耐風厚平形瓦
が知られている。
即ち、従来技術の係止耐風厚平形瓦は、桟覆部aと差込受部bとの同段葺き合わせ部分
がほぼ瓦1枚の厚さに納まる葺き合わせ構造をとる厚平形系瓦において、差込受部bの頭
部c側端に導水帯dと水返しeによって分離されかつ瓦裏面とほぼ同じレベルの表面を有
する係止受部fを形成し、尻部g側の中央付近に尻切欠部hを形成してこの上面部分に瓦
表面とほぼ同じかないしはやや高い裏面部分を有する係止突起iを形成してなる瓦であっ
て、葺き合わせたとき斜め下段側瓦の係止突起iが斜め上段側瓦の係止受部fを抑止し振
れ止め係止するものであった(例えば、特許文献1参照)。
As a conventional disaster prevention roof tile, a wind resistant thick flat roof tile illustrated in FIGS. 13 to 16 of the present specification is known.
In other words, the conventional wind-resistant thick flat roof tile is a thick flat roof tile that has a combined structure in which the jointed portion of the pier covering portion a and the insertion receiving portion b is accommodated in a thickness of almost one roof tile. The hook receiving part b is formed at the end on the head c side of the insertion receiving part b by the water guiding band d and the water return e, and has a surface of the same level as the back surface of the roof tile. A tile notch h is formed on the upper surface and a locking projection i having a slightly higher back surface is formed on the upper surface portion of the roof tile. The latching protrusion i restrains the latch receiving part f of the diagonal upper stage side roof tile and latches and latches (see, for example, Patent Document 1).

上記従来技術の係止耐風厚平形瓦では、尻部g係止突起iの形成に際して、尻部g側の
中央付近に尻切欠部hを形成している(従来の製造方法では切欠部が必須であり、この点
については後述する)ために、尻部h側縁の水返しjが、両側部で一直線上であっても中
央付近では頭部c側へ変位せざるを得なくなっていた。
その結果、水返しjが尻部g側縁部で異形状態と成っているため、且つ、尻部g側の水
返しjと平行の内方水返しkとの間の流水部lが異形状態と成るため、更に、中央付近の
水返しjは内方水返しkと接近したり、重合される上の瓦の頭部cと接近して、両者間の
距離が短くなるため、上下重合個所から吹き込む逆流雨水を確実に受け止めることが出来
なかったり、排水が円滑に行えない場合があり、防水性能が不十分になっていた。
In the above-mentioned conventional wind-resistant thick flat roof tile, when the bottom g locking projection i is formed, a bottom notch h is formed near the center on the bottom g side (in the conventional manufacturing method, the notch is essential). Therefore, the water return j on the side edge of the butt portion h has to be displaced toward the head c side in the vicinity of the center even if it is on a straight line on both sides.
As a result, the water return j is in a deformed state at the butt g side edge, and the water flowing portion l between the water return j on the butt g side and the parallel inner water return k is in a deformed state. Therefore, the water return j near the center approaches the inner water return k or approaches the head c of the upper tile to be polymerized, and the distance between the two becomes shorter. The backflow rainwater blown from the water could not be received reliably, or the drainage could not be performed smoothly, and the waterproof performance was insufficient.

上記従来技術並びにその欠点が尻部g側の中央付近に形成した尻切欠部hに起因するこ
とを説明したが、尻部g係止突起iの形成に尻切欠部hの形成が必要であった理由を以下
、説明する。
即ち、従来の瓦成形方式は、上下型(金型)が鉛直方向上下に移動して原料を加圧する
ことによって成形していたため、上下方向の中間に空間部が存在する形状(鉤状等)の成
形は、空間部を成形する部分形成型が、加圧成形後の金型上昇時に鉤部における空間部の
上方成形部に当接し、引っ掛かることになり、鉤部成形は不可能であった。
It has been described that the above prior art and its drawbacks are caused by the bottom notch h formed near the center on the bottom g side. However, the bottom notch h needs to be formed to form the bottom g locking projection i. The reason will be described below.
That is, in the conventional roof tile forming method, since the upper and lower molds (molds) are formed by moving the material up and down in the vertical direction and pressurizing the raw material, the shape having a space portion in the middle in the vertical direction (such as a bowl shape) In this molding, the part forming mold for molding the space part was brought into contact with and caught by the upper molding part of the space part in the collar part when the mold was raised after pressure molding, and the collar part molding was impossible. .

以下、従来の防災瓦の第1、2機能である耐風性能と防水性能の関係について説明する

耐風性能は下の瓦の尻部係合部(係止突起i)で上の瓦の頭部係合部(係止受部f)を
押さえることにより、耐風性能を発揮、上昇させているが、風速上昇に、強度風圧にどれ
だけ耐えられるかは、上下の瓦の係合部の強度に応じて変化する。
上記従来技術のものでは、頭部c側の係止受部fは導水帯dとの連結部が多いが、尻部
g側の係止突起iの水返しjとの連結部は立上部i’だけであるため、特に、尻係合部(
係止突起i)の強度が充分でないと、強風圧に耐えられずに破壊してしまい、充分な耐風
性能が得られない。
そこで、尻係合部(係止突起i)の強度を確保、上昇させるために、尻係合部(係止突
起i)における最大荷重負荷部位の断面積を増大することが必要となり、特に頭尻方向(
流れ方向)の長さを増大して断面積を増加させることが有効である。
しかしながら、上記従来技術のものでは、尻係合部(係止突起i)の下方は全て尻切欠
部hになっており、係合部の長さを増加することは、尻切欠部hの長さを増加することに
直結し、延いては、水返しjの形成位置が尻側から頭側に移動することとなり、上記説明
の防水性能が更に低下することとなる。
云い換えると、防水性能については、流れ方向の重合長さが大きいほど防水性能は向上
するため、上記従来技術の様に尻係合部(係止突起i)の下が尻切欠部hになっていると
、尻切欠部hの長さだけ重合長さが短くなり、防水性能が低下することとなり、尻係合部
(係止突起i)が長いほど耐風性能が上昇し、尻切欠部h(係止突起i)が長いほど防水
性能が低下すると云う相反する条件を有していた。
従って、上記従来技術では耐風性能と防水性能の両方の性能を充足することが出来ず、
防災瓦(耐風瓦)は風雨両方に強いことが必要であることを考慮すると、上記従来技術で
は未解決の問題が存在していたと云える。
Hereinafter, the relationship between wind resistance performance and waterproof performance, which are the first and second functions of conventional disaster prevention tiles, will be described.
Wind resistance performance is enhanced and raised by pressing the upper tile head engaging portion (locking receiving portion f) with the bottom tile bottom engaging portion (locking protrusion i). How much the wind speed can withstand the high wind pressure varies depending on the strength of the engaging portions of the upper and lower roof tiles.
In the above prior art, the locking receiving portion f on the head c side has many connecting portions with the water guide band d, but the connecting portion with the water return j of the locking projection i on the butt g side is the upright portion i. 'Because it is only, especially ass
If the strength of the locking projection i) is not sufficient, it will break without being able to withstand strong wind pressure, and sufficient wind resistance performance will not be obtained.
Therefore, in order to secure and raise the strength of the buttocks engaging portion (locking protrusion i), it is necessary to increase the cross-sectional area of the maximum load load portion in the buttocks engaging portion (locking protrusion i). Butt direction (
It is effective to increase the cross-sectional area by increasing the length in the (flow direction).
However, in the above prior art, the bottom of the bottom engaging portion (locking protrusion i) is a bottom notch h, and increasing the length of the engaging portion is the length of the bottom notch h. This is directly connected to the increase of the height, and as a result, the formation position of the water return j moves from the butt side to the head side, and the waterproof performance described above further decreases.
In other words, as for the waterproof performance, as the polymerization length in the flow direction increases, the waterproof performance improves. Therefore, the bottom of the bottom engaging portion (locking protrusion i) is the bottom notch h as in the above-described prior art. If this is the case, the polymerization length will be shortened by the length of the bottom notch h, and the waterproof performance will be reduced. The longer the bottom engaging portion (locking projection i), the higher the wind resistance, and the bottom notch h The longer the (locking protrusion i), the more contradictory conditions were that the waterproof performance was reduced.
Therefore, the above conventional technology cannot satisfy both the wind resistance performance and the waterproof performance,
Considering that disaster prevention tiles (windproof tiles) need to be strong against both wind and rain, it can be said that there was an unsolved problem with the above prior art.

特開平8ー93141号公報JP-A-8-93141

上記の様に、従来の防災瓦は、第1、2機能である耐風性能、防水性能を同時に満たし
た技術は存在しなかった。
As described above, conventional disaster prevention tiles have no technology that satisfies the first and second functions of wind resistance and waterproof performance at the same time.

本発明は、上記従来技術に基づく、耐風及び防水機能を同時に達成出来なかった課題に
鑑み、瓦本体における該瓦本体の表面より高い尻側水返しの上面の中央付近に、立上部と
該立上部から桟側への水平部を連続した係合凸部を設けて、該係合凸部の水平部下面と該
水平部下面の真下に位置する水返し上面との間に差込空間を形成し、千鳥葺き合わせ時に
差込空間に差し込まれることで、その上下位置が規制される係合差込部を、差込部におけ
る水返しの先端寄りの一部を内方側に屈曲させた屈曲部の外側に、係合凸部と係合差込部
の流れ方向の位置関係を調整可能に設けると共に、係合差込部の上面を差込部の下面より
上方としたことによって、尻側切欠を形成せずに、桟側へ水平部を突出させた係合凸部を
成形することで耐風及び防水機能を同時に達成する様にして、上記課題を解決する。
The present invention, the prior art based on, view of the problems could not be achieved wind and waterproof function at the same time on the upper surface near the center of the high trailing water flashing from the surfaces of the該瓦body in the tile main body, the rising portion and the standing An engaging projection is provided with a continuous horizontal portion from the top to the crosspiece, and an insertion space is formed between the lower surface of the engaging projection and the upper surface of the water return located directly below the lower surface of the horizontal portion. In addition, the engagement insertion part whose vertical position is regulated by being inserted into the insertion space when staggering is bent, a part of the insertion part near the tip of the water return is bent inward on the outside of the parts, the positional relation of the flow direction of the engaging projection and the engaging insertion portion together with the adjustably provided, the upper surface of the engagement plug portion from the lower surface of the insertion portion
By forming the upper side, the above-mentioned problem is solved by forming the engagement convex part with the horizontal part protruding to the crosspiece side without forming the butt side notch so as to simultaneously achieve the wind resistance and the waterproof function. .

要するに本発明は、瓦本体における該瓦本体の表面より高い尻側水返しの上面の中央付
近に、立上部と該立上部から桟側への水平部を連続した係合凸部を設けて、該係合凸部の
水平部下面と該水平部下面の真下に位置する水返し上面との間に差込空間を形成し、千鳥
葺き合わせ時に差込空間に差し込まれることで、その上下位置が規制される係合差込部を
、差込部における水返しの先端寄りの一部を内方側に屈曲させた屈曲部の外側に、係合凸
部と係合差込部の流れ方向の位置関係を調整可能に設けると共に、係合差込部の上面を差
込部の下面より上方としたので、係合凸部を設ける瓦本体の尻側水返しは瓦本体の尻側に
異形状態でない、即ち尻側切欠を形成せずに、桟側へ水平部を突出させた係合凸部を成形
出来るために、侵入雨水の遮断、防水性能(第2機能)を充分に発揮することが出来、而
も千鳥葺き時の上下斜め方向に位置する防災瓦が係合状態となり、強風等に対する耐風機
能(第1機能)を発現し防災瓦の浮き、ズレを防止することが出来る。
従って、本発明のものは、第1、2機能である耐風及び防水性能を全て満足した防災瓦
とすることが出来る。
而も、屈曲部の外側に係合差込部が位置することから、屈曲部の流れ方向の上下部位に
係合凸部が当接するため、その調整量は制限されるが、離脱せずに係合状態を確保するこ
とが出来る等その実用的効果甚だ大である。
In short, the present invention, in the vicinity of the center of the upper surface of the bottom side water return higher than the surface of the tile main body in the tile main body, provided with an engaging convex portion that is a continuous vertical portion and a horizontal portion from the vertical portion to the crosspiece side, An insertion space is formed between the lower surface of the horizontal portion of the engaging convex portion and the upper surface of the water return located directly below the lower surface of the horizontal portion. The restricted engagement insertion part is placed outside the bent part where the part near the tip of the water return in the insertion part is bent inward, in the flow direction of the engagement convex part and the engagement insertion part. Since the positional relationship is adjustable and the upper surface of the engagement insertion part is above the lower surface of the insertion part, the bottom side water return of the tile main body with the engagement convex part is deformed on the bottom side of the tile main body In other words, it is possible to form an engaging convex part with a horizontal part projecting to the crosspiece without forming a butt-side cutout. Waterproof performance (second function) can be fully exerted, and disaster prevention tiles located in the diagonally up and down direction when engaged in a staggered manner are engaged, exhibiting wind resistance function (first function) against strong winds, etc. It can prevent the tiles from floating and shifting.
Therefore, the thing of this invention can be used as the disaster prevention tile which satisfied all the wind resistance and waterproof performance which are the 1st, 2nd function.
In addition, since the engaging insertion part is located outside the bent part, the engaging convex part comes into contact with the upper and lower parts in the flow direction of the bent part, so the adjustment amount is limited, but without being detached. The practical effect such as being able to ensure the engaged state is significant.

以下、本発明の一実施例を図面に基づいて説明する。
本発明に係る防災瓦1の基本構成にあっては、図1に示す様に、瓦本体2を平面方形状
と成している。
そして、図1、2、3に示す様に、瓦本体2の短尺な端部(図1中、前後側)を頭3及
び尻4と夫々成し、頭3の先端下部に垂れ5を突設し、瓦本体2の表面において、尻4の
手前に一条の水返し6を瓦本体2の横手方向に設けている。
尚、垂れ5の明確な形状は図3に示し、その他の図面では簡略表示と成している。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
In the basic configuration of the disaster prevention tile 1 according to the present invention, as shown in FIG. 1, the roof tile body 2 is formed in a planar rectangular shape.
As shown in FIGS. 1, 2, and 3, the short end portion (front and rear sides in FIG. 1) of the roof tile body 2 is formed with the head 3 and the buttocks 4, respectively, and the drooping 5 protrudes from the lower end of the head 3. In addition, on the surface of the tile body 2, a single water return 6 is provided in front of the bottom 4 in the transverse direction of the tile body 2.
Note that the clear shape of the sag 5 is shown in FIG. 3, and is simplified in other drawings.

上述の尻4に設けた水返し6は、図1〜6の第1実施例、図8の第2実施例のものでは
、その形状が若干相違するが、両者共に従来技術のものに比して、決定的に相違している

即ち、従来技術のものでは、係止突起iを形成するために、水返しjに尻切欠部hを形
成せざるを得なかったが、本発明の第1、2実施例のものでは、係合凸部16の形成は水返
し6(その一部の平面段丘6b)上に一体形成しており、係合凸部16形成付近の水返し6の
形状は、その周囲と全く同一と成し、即ち、切欠部を設けたり、寸断せず、一様な平面段
丘状或いは突堤状と成している。
The water return 6 provided on the above-mentioned bottom 4 is slightly different in shape in the first embodiment of FIGS. 1 to 6 and the second embodiment of FIG. 8, but both are compared with those of the prior art. Is decisively different.
That is, in the prior art, in order to form the locking projection i, the bottom notch h must be formed in the water return j. However, in the first and second embodiments of the present invention, The formation of the joint protrusion 16 is integrally formed on the water return 6 (part of the flat terrace 6b), and the shape of the water return 6 in the vicinity of the formation of the engagement protrusion 16 is exactly the same as the surrounding area. That is, it has a uniform flat terrace shape or a jetty shape without providing a cutout portion or cutting it.

又、瓦本体2の長尺な一端部(図1中、右側)を下方切欠の桟7と成し、他端縁部(図
1中、左側)に帯板片を下方側に段差を設けて延出形成して差込部8と成している。
差込部8は、尻4から頭3の近傍に至る長さと、瓦本体2の桟7との重合幅を有してお
り、表面の長尺端部及び尻4側の端部に沿って鉤状の水返し9を設け、更に、表面中央に
水返し突条10を差込部8の長さ方向に設けている。
尚、差込部8の先端部及び差込部8における水返し9の先端部は、垂れ5を形成してい
る関係で明確な形状でなかったり、段差を徐々に減少し、或いは、一部を割愛している。
Moreover, the long one end part (right side in FIG. 1) of the roof tile body 2 is formed as a lower cut-off bar 7 and a strip is provided on the other end edge part (left side in FIG. 1) with a step on the lower side. And is formed as an insertion portion 8.
The insertion portion 8 has a length from the bottom 4 to the vicinity of the head 3 and a width of overlap with the crosspiece 7 of the roof tile body 2, along the long end of the surface and the end on the bottom 4 side. A bowl-shaped water return 9 is provided, and a water return protrusion 10 is provided in the center of the surface in the length direction of the insertion portion 8.
In addition, the front-end | tip part of the insertion part 8 and the front-end | tip part of the water return 9 in the insertion part 8 are not a clear shape by the relationship which forms the droop 5, or a level | step difference is reduced gradually, or one part Is omitted.

又、瓦本体2の表面両側端には、尻4の水返し6に連続して、流れ方向に水返し11、11
a 及び段丘12、12a を夫々設けているが、葺き合わせ時に漏水しない様にすれば、段丘12
、12a 等を割愛しても良い。
又、尻4の水返し6の両端部表面にV字状の凹部13、13a と裏面における対応位置に凸
部14、14a を設け、更に水返し6及び凹部13の近傍に釘孔15、15a を設けている。
In addition, on the both sides of the surface of the roof tile body 2, water is returned in the direction of flow 11, 11
a and terraces 12 and 12a are provided, but terrace 12
, 12a etc. may be omitted.
Further, V-shaped concave portions 13 and 13a are provided on the surface of both ends of the water return 6 of the bottom 4 and convex portions 14 and 14a are provided at corresponding positions on the back surface, and nail holes 15 and 15a are provided in the vicinity of the water return 6 and the concave portion 13. Is provided.

かかる基本構成を有する防災瓦1において、図1〜6に示す様に、耐風機能の構成要件
としての係合凸部16と係合差込部17を、尻4の水返し6上面の中央付近と差込部8の側端
部に夫々設けている。
即ち、図1、3に示す様に、尻4に設けた水返し6の中央付近(凹部13の形成個所以外
)では、水返し6を平面段丘状と成している。
更に、詳細には、瓦本体2の中央部から尻4に向かって、上昇する傾斜面6a及び流れ方
向に所定幅を有する平面段丘6bで水返し6を形成し、傾斜面6aが実質的に水返し6と成っ
ている。
そして、図2、5、6に示す様に、水返し6における平面段丘6b上面の中央付近に立上
部18と一側(桟7側)への水平部19を連続し、水平部19の下部(水返し6上面と水平部19
下面の間)に、係合差込部17を一側(桟7側)から差込自在な差込空間20を有する鉤状の
係合凸部16を突出状に設けている。
尚、平面段丘6bは、流れ方向で、両端部の水返し6に比して幅広と成しているために、
係合凸部16も水返し6に比して流れ方向で幅広に形成している。
In the disaster prevention tile 1 having such a basic configuration, as shown in FIGS. 1 to 6, the engagement convex portion 16 and the engagement insertion portion 17 as the component requirements of the wind resistance function are arranged near the center of the top surface of the water return 6 of the bottom 4. And are provided at the side end portions of the insertion portion 8, respectively.
That is, as shown in FIGS. 1 and 3, in the vicinity of the center of the water return 6 provided on the butt 4 (other than the portion where the recess 13 is formed), the water return 6 has a planar terrace shape.
More specifically, a water return 6 is formed by an inclined surface 6a rising from the center of the roof tile 2 toward the tail 4 and a flat terrace 6b having a predetermined width in the flow direction, and the inclined surface 6a is substantially formed. It consists of water return 6.
As shown in FIGS. 2, 5, and 6, the upright part 18 and the horizontal part 19 on one side (the cross 7 side) are connected to the vicinity of the center of the upper surface of the flat terrace 6 b in the water return 6. (Water return 6 top surface and horizontal part 19
Between the lower surfaces, a hook-like engagement convex portion 16 having a insertion space 20 into which the engagement insertion portion 17 can be inserted from one side (the cross 7 side) is provided in a protruding shape.
Since the flat terrace 6b is wider than the water return 6 at both ends in the flow direction,
The engaging convex portion 16 is also formed wider in the flow direction than the water return 6.

他方、図1、5、6に示す様に、差込部8の側端部に設けた水返し9の先端寄りの一部
を内方側に屈曲させ、当該屈曲部21の外側で流れ方向に所定長さの帯板状の係合差込部17
を設け、該係合差込部17の上面を、図6に示す様に、差込部8の下面より上方としている

水返し9の屈曲部21の形状は尻4から頭3にかけて、内方傾斜、流れ方向、外方傾斜と
成し、屈曲部21は全体的に”〕”かっこ状と成し、上下の誘水傾斜部を上下の係止部22、
22a と夫々成している。
言い換えると、上下の係止部22、22a は流れ方向に所定長さを有する係合差込部17の長
さを規制している。
On the other hand, as shown in FIGS. 1, 5, and 6, a part near the tip of the water return 9 provided at the side end of the insertion portion 8 is bent inward, and the flow direction is outside the bent portion 21. A strip-shaped engagement plug 17 having a predetermined length
, And the upper surface of the engagement insertion portion 17 is located above the lower surface of the insertion portion 8 as shown in FIG.
The shape of the bent portion 21 of the water return 9 is inwardly inclined, flowing direction, outwardly inclined from the bottom 4 to the head 3, and the bent portion 21 is generally “]” bracketed, and is raised and lowered. The upper and lower locking parts 22 for the water inclined part,
22a, respectively.
In other words, the upper and lower locking portions 22 and 22a regulate the length of the engagement insertion portion 17 having a predetermined length in the flow direction.

図8は第2実施例の防災瓦1を示す平面図であり、図1〜6の第1実施例のものとの大
きな相違は尻4側に設けた水返し6の構造である。
即ち、第2実施例の水返し6は尻4側に略同一幅で一直線状に設け、水返し6の中央付
近の形状を従来技術のものに比して直線状の突堤と成し、かかる突堤上に係合凸部16を形
成した点が、第1実施例のものと相違している。
FIG. 8 is a plan view showing the disaster prevention roof tile 1 of the second embodiment, and the major difference from the first embodiment of FIGS. 1 to 6 is the structure of the water return 6 provided on the bottom 4 side.
That is, the water return 6 of the second embodiment is provided in a straight line with substantially the same width on the bottom 4 side, and the shape of the vicinity of the center of the water return 6 is formed as a straight jetty as compared with that of the prior art. The point which formed the engagement convex part 16 on the jetty is different from the thing of 1st Example.

次に本発明に係る防災瓦の作用について説明する。
図4に示す様に、多数の防災瓦1を千鳥葺きに葺設した時に、下段の防災瓦1Dの尻4上
に上段の防災瓦1Uの頭3が部分的に重合すると共に、各段における隣接した防災瓦1D1 、
1D2 は、桟7の下方切欠部に差込部8が差込まれて重合し、両者の段丘12、12a も隣接状
態となる。
Next, the operation of the disaster prevention tile according to the present invention will be described.
As shown in FIG. 4, when a large number of disaster prevention tiles 1 are installed in a staggered manner, the head 3 of the upper disaster prevention tile 1U partially overlaps on the bottom 4 of the lower disaster prevention tile 1D, and at each stage Adjacent disaster prevention tile 1D1,
1D2 is polymerized by inserting the insertion portion 8 into the lower notch of the crosspiece 7, and the terraces 12 and 12a of both sides are also adjacent to each other.

そして、図5、6に示す様に、横方向に半分ずれた上下段の防災瓦1U、1Dの係合凸部16
と係合差込部17の係合部にあっては、下段の防災瓦1Dの係合凸部16の差込空間20に対して
上段の防災瓦1Uの係合差込部17を横から差し込んで、両者は係合状態と成り上下位置関係
が規制される。
Then, as shown in FIGS. 5 and 6, the engaging projections 16 of the upper and lower disaster prevention tiles 1U and 1D that are shifted by half in the horizontal direction are provided.
In the engagement portion of the engagement plug 17, the engagement plug 17 of the upper disaster prevention roof tile 1U is inserted from the side with respect to the insertion space 20 of the engagement projection 16 of the lower disaster prevention roof tile 1D. When inserted, both are in an engaged state, and the vertical positional relationship is restricted.

又、係合凸部16と係合差込部17の係合にあっては、係合差込部17は所定長さを有するこ
とにより、流れ方向での係合位置は調整可能となる。
更に、係合凸部16と係合差込部17の流れ方向位置関係が調整可能であるとしても、係合
差込部17の流れ方向上下位置に上下の係止部22、22a が夫々存在し、係合凸部16が当接自
在であるために、その調整量は制限されるが、離脱せずに流れ方向での係合状態は確保さ
れる。
Further, in the engagement between the engagement convex portion 16 and the engagement insertion portion 17, the engagement insertion portion 17 has a predetermined length, so that the engagement position in the flow direction can be adjusted.
Further, even if the positional relationship in the flow direction between the engagement convex portion 16 and the engagement insertion portion 17 can be adjusted, there are upper and lower locking portions 22, 22a at the upper and lower positions in the flow direction of the engagement insertion portion 17, respectively. However, since the engagement convex portion 16 is freely abuttable, the adjustment amount is limited, but the engagement state in the flow direction is ensured without detachment.

又、横方向に隣接した防災瓦1D1 、1D2 の接合部にあっては、両者の水返し11、11a 、
段丘12、12a の接合個所の隙間から流入した雨水は、差込部8上に流水する。
雨水が多量で流水速度が速くても、差込部8中央に突出形成した水返し突条10で減速さ
れると共に、側端縁の水返し9で制止され、頭3側に流水する。
そして、差込部8上の流水の一部は、係合差込部17の形成個所において、水返し9に連
続した屈曲部21の上方の係止部22で誘導され円滑に下方へ流水する。
In addition, at the joint of the disaster prevention tiles 1D1 and 1D2 adjacent in the horizontal direction, the water return 11, 11a,
Rainwater that flows from the gap between the junctions of the terraces 12 and 12a flows onto the insertion portion 8.
Even if the amount of rainwater is large and the flowing water speed is high, it is decelerated by the water return ridge 10 protruding from the center of the insertion portion 8 and is stopped by the water return 9 on the side edge, and flows to the head 3 side.
Then, a part of the flowing water on the insertion portion 8 is guided by the engaging portion 22 above the bent portion 21 continuous with the water return 9 and smoothly flows downward at the place where the engagement insertion portion 17 is formed. .

尚、水返し11、11a 、段丘12、12a の形成個所に対応して、防災瓦1の裏面には葺き合
わせ対応位置に切欠凹部23を設けて治まりを向上させている。
Corresponding to the locations where the water return 11, 11a and terraces 12, 12a are formed, the rear surface of the disaster prevention roof tile 1 is provided with a notch recess 23 at a position corresponding to the mating to improve healing.

次に、複数の防災瓦1の荷造重合状態について説明する。
図7に示す様に、複数の防災瓦1を荷姿状態の同一位置で重ね合わせる時には、係合凸
部16は表面側に上方突出状態と成っているが、係合凸部16を上面に形成する平面段丘6bは
傾斜面6aの段差を介して瓦本体2より高く成っているため、平面段丘6bの下方が係合凸部
16の収納切欠24に成っている。
Next, the packing polymerization state of the plurality of disaster prevention tiles 1 will be described.
As shown in FIG. 7, when the plurality of disaster prevention roof tiles 1 are overlapped at the same position in the packaged state, the engaging convex portion 16 is in an upward projecting state on the surface side. Since the planar terrace 6b to be formed is higher than the roof tile body 2 through the step of the inclined surface 6a, the lower side of the planar terrace 6b is an engaging convex portion.
It consists of 16 storage notches 24.

次に、本発明と従来技術の決定的な相違(尻切込部の有無)に関して、本発明の構成が
可能となった理由、即ち、成形方法について説明する。
図9は防災瓦1を加圧成形する金型の断面図、図10は係合凸部16の形成個所の要部を
示す金型の拡大断面図で、(a) は上下型32、33による押圧成型状態を示し、(b) は差込空
間20の原料を排除し鉤状の係合凸部16を成形する状態を示し、図11は上型における係合
凸部16形成個所の凹設状態を示す側面図であり、図12は2段階の成形状態を示す模式図
で、(a) は金型30のキャビティ31に投入される原料を示し、(b) は上下型32、33による押
圧成形体を示し、(c) は押圧成形部37が進行途中状態で係合凸部16に差込空間20を形成し
ている中間状態を示し、(d) は差込空間20を側部に有する鉤状の係合凸部16の形成完了状
態を示している。
金型30は原料投入空間であるキャビティ31を形成する上下型32、33(側枠を含む)から
成り、図示のものでは下型33は防災瓦1の裏面を成形し、上型32は防災瓦1の表面及び係
合凸部16の差込空間20を含む全体を成形し、係合凸部16の形成個所において、差込空間20
を成形する部分形成型34を配置している。
即ち、上型32の所定個所に差込空間20を含む係合凸部16を形成する略台形状の凸部形成
部35を切欠形成し、該凸部形成部35の外側に下型33から延出した外部形成部36(側枠の一
部)を設置している。
又、凸部形成部35の外部形成部36の外側に配置した部分形成型34に、差込空間20に相当
する形状の押圧成形部37をシリンダー37a で、凸部形成部35方向に進退自在に配置してい
る。
更に、上型32における凸部形成部35の形成面の一部であって、凸部形成部35に臨んだ差
込空間20対応位置の奥方に凹部38を凹設し、該凹部38の下側をキャビティ31に臨む様に開
口している。
即ち、部分形成型34の押圧成形部37が凸部形成部35内に進行した位置の前方に凹部38が
形成されている。
尚、従って、金型30の成型面は、上下型32、33の上下成型面、側枠の内面、凸部形成部
35及び凹部38の内面、外部形成部36の内面が相当すると共に、部分形成型34における押圧
成形部37の先端も、金型30の成型面の一部を構成することになる。
Next, the reason why the configuration of the present invention has become possible, that is, the molding method will be described with respect to the decisive difference between the present invention and the prior art (presence / absence of a notch portion).
FIG. 9 is a cross-sectional view of a mold for pressure-molding the disaster prevention tile 1, FIG. 10 is an enlarged cross-sectional view of a mold showing the main part of the portion where the engaging convex portion 16 is formed, and FIG. (B) shows a state in which the raw material of the insertion space 20 is removed and the hook-like engagement convex part 16 is formed, and FIG. 11 shows the concave part of the upper mold where the engagement convex part 16 is formed. FIG. 12 is a schematic view showing a two-stage molding state. FIG. 12A is a schematic view showing a raw material put into the cavity 31 of the mold 30, and FIG. (C) shows an intermediate state in which the press-molding portion 37 is in the process of being advanced and the insertion protrusion 20 is formed in the engagement convex portion 16, and (d) shows the insertion space 20 on the side. The state where the hook-shaped engagement convex part 16 formed in the part is formed is shown.
The mold 30 is composed of upper and lower molds 32 and 33 (including side frames) that form a cavity 31 that is a raw material charging space. In the illustrated example, the lower mold 33 molds the back surface of the disaster prevention tile 1 and the upper mold 32 is disaster prevention. The entire surface including the insertion space 20 of the surface of the roof tile 1 and the engaging convex portion 16 is formed, and the insertion space 20 is formed at the place where the engaging convex portion 16 is formed.
A partial forming die 34 for molding is arranged.
That is, a substantially trapezoidal convex portion forming portion 35 that forms the engaging convex portion 16 including the insertion space 20 is cut out at a predetermined position of the upper die 32, and the lower die 33 is formed outside the convex portion forming portion 35. An extended external forming part 36 (a part of the side frame) is installed.
In addition, a press-molding portion 37 having a shape corresponding to the insertion space 20 can be moved forward and backward in the direction of the convex portion forming portion 35 with a cylinder 37a on the partial forming die 34 arranged outside the external forming portion 36 of the convex portion forming portion 35. Is arranged.
Further, a concave portion 38 is formed in a part of the surface of the upper mold 32 where the convex portion forming portion 35 is formed and is located at the back of the position corresponding to the insertion space 20 facing the convex portion forming portion 35. An opening is made so that the side faces the cavity 31.
That is, the concave portion 38 is formed in front of the position where the press molding portion 37 of the partial forming die 34 has advanced into the convex portion forming portion 35.
Therefore, the molding surface of the mold 30 is the upper and lower molding surfaces of the upper and lower molds 32 and 33, the inner surface of the side frame, and the convex portion forming portion.
35 and the inner surface of the concave portion 38 and the inner surface of the external forming portion 36 correspond to each other, and the tip of the press molding portion 37 in the partial forming die 34 also constitutes a part of the molding surface of the mold 30.

次に、かかる構成の金型30による成形方法を説明する。
先ず、図12(b) 、図10(a) に示す様に、キャビティ31に投入された原料を上下型32
、33の上下押圧成形により、キャビティ31と凸部形成部35(凹部38を含む)の原料で、瓦
本体2と差込空間20を含んだ係合凸部16を一体成形する。
次に、図12(c) 、(d) 、図10(b) に示す様に、上下型32、33による押圧成型状態を
維持したまま、シリンダー37a の作動により、成型面の一部である部分形成型34の押圧成
形部37を凸部形成部35に進行させ、該凸部形成部35における差込空間20の位置の原料を押
圧排除して、差込空間20が存在する立上部18と水平部19から成る鉤状の係合凸部16を成形
する。
尚、かかる鉤状の係合凸部16の成形時に、差込空間20相当位置に存在した原料は、成形
品における立上部18、水平部19、金型30内におけるキャビティ31(瓦本体2の水返し6)
及び凹部38側に移動し、瓦本体2の水返し6、立上部18と水平部19からなる係合凸部16を
一体形成している。
そして、差込空間20を有した係合凸部16の部分成形後に、押圧成形部37を後退させた後
、上下型32、33を上下分離して成形を完了することにより、係合凸部16を損壊させず、且
つ、従来に比して水返し6に悪影響を与えず、係合凸部16の水平部19下面及び該水平部19
下面の真下の水返し6の上面の間に差込空間20を形成する。
尚、図10(b) に示す様に、部分形成型34の押圧成形部37の最進行位置を、凹部38の前
面側と略面一位置と成せば、係合凸部16の周囲に若干のバリが発生するとしても、成形後
の乾燥時にバリは自然的に分離される。
Next, a molding method using the mold 30 having such a configuration will be described.
First, as shown in FIG. 12 (b) and FIG. 10 (a), the raw material charged into the cavity 31 is changed into the upper and lower molds 32.
, 33, the engaging convex part 16 including the roof tile body 2 and the insertion space 20 is integrally molded with the raw material of the cavity 31 and the convex part forming part 35 (including the concave part 38).
Next, as shown in FIGS. 12 (c), 12 (d), and 10 (b), a part of the molding surface is obtained by the operation of the cylinder 37a while maintaining the press molding state by the upper and lower molds 32 and 33. The press forming part 37 of the partial forming die 34 is advanced to the convex part forming part 35, the raw material at the position of the insertion space 20 in the convex part forming part 35 is pressed out, and the upright part 18 where the insertion space 20 exists And a hook-like engagement convex portion 16 composed of the horizontal portion 19 is formed.
The raw material present at the position corresponding to the insertion space 20 at the time of molding of the hook-shaped engaging convex portion 16 is the rising portion 18 in the molded product, the horizontal portion 19, and the cavity 31 in the mold 30 (of the roof tile 2). Water return 6)
And the engaging projection 16 including the water return 6, the upright portion 18, and the horizontal portion 19 of the roof tile body 2 is integrally formed.
Then, after partial molding of the engaging convex portion 16 having the insertion space 20, the pressing convex portion 37 is retracted, and then the upper and lower molds 32, 33 are separated vertically to complete the molding, whereby the engaging convex portion 16 is not damaged, and does not adversely affect the water return 6 as compared with the prior art, and the lower surface of the horizontal portion 19 of the engaging convex portion 16 and the horizontal portion 19
An insertion space 20 is formed between the upper surface of the water return 6 just below the lower surface.
As shown in FIG. 10 (b), if the most advanced position of the press molding portion 37 of the partial forming die 34 is substantially flush with the front surface side of the concave portion 38, the engagement convex portion 16 is slightly surrounded. Even if such burrs are generated, the burrs are naturally separated during drying after molding.

本発明に係る防災瓦の平面図である。It is a top view of the disaster prevention roof tile which concerns on this invention. 図1の正面図である。It is a front view of FIG. 図1の側面図である。It is a side view of FIG. 防災瓦の千鳥葺きを示す平面図である。It is a top view which shows the staggering of the disaster prevention tile. 千鳥葺き時の耐風係合部を示す拡大平面図である。It is an enlarged plan view which shows the wind-resistant engagement part at the time of staggering. 図5の要部断面図である。It is principal part sectional drawing of FIG. 重合させた荷姿を示す図である。It is a figure which shows the superposed | packed package form. 第2実施例の防災瓦の平面図である。It is a top view of the disaster prevention roof tile of 2nd Example. 金型の断面図である。It is sectional drawing of a metal mold | die. 係合凸部形成個所の金型要部の拡大断面図である。It is an expanded sectional view of the metal mold | die principal part of an engagement convex part formation location. 上型における係合凸部形成個所の要部拡大側面図である。It is a principal part expanded side view of the engagement convex part formation part in an upper mold | type. 係合凸部の成形状態を示す模式図である。It is a schematic diagram which shows the shaping | molding state of an engagement convex part. 従来の係止耐風厚平形瓦の斜視図である。It is a perspective view of the conventional latching wind-resistant thick flat tile. 図13の瓦の葺き合わせ平面図である。FIG. 14 is a plan view of the roof tiles of FIG. 図14の葺き合わせ要部斜視図である。FIG. 15 is a perspective view of a main part of the kneading in FIG. 14. 図14の葺き合わせ要部A−A断面図である。FIG. 15 is a cross-sectional view taken along line AA in FIG. 14.

符号の説明Explanation of symbols

2 瓦本体
4 尻
6 水返し
7 桟
8 差込部
9 水返し
16 係合凸部
17 係合差込部
18 立上部
19 水平部
20 差込空間
2 Tile body 4 Butt 6 Water return 7 Cross 8 Insert part 9 Water return
16 Engaging projection
17 Engagement plug
18 Upright
19 Horizontal section
20 Plug-in space

Claims (1)

瓦本体における該瓦本体の表面より高い尻側水返しの上面の中央付近に、立上部と該立
上部から桟側への水平部を連続した係合凸部を設けて、該係合凸部の水平部下面と該水平
部下面の真下に位置する水返し上面との間に差込空間を形成し、千鳥葺き合わせ時に差込
空間に差し込まれることで、その上下位置が規制される係合差込部を、差込部における水
返しの先端寄りの一部を内方側に屈曲させた屈曲部の外側に、係合凸部と係合差込部の流
れ方向の位置関係を調整可能に設けると共に、係合差込部の上面を差込部の下面より上方
としたことを特徴とする防災瓦。
In the tile main body, an engagement convex portion is provided in the vicinity of the center of the upper surface of the bottom-side water return higher than the surface of the tile main body, and the vertical portion and a horizontal portion from the vertical portion to the crosspiece side are continuously provided. An insertion space is formed between the lower surface of the horizontal portion and the water return upper surface located directly below the lower surface of the horizontal portion, and the vertical position is controlled by being inserted into the insertion space when staggered together Adjustable positional relationship in the flow direction between the engaging convex part and the engaging plug part on the outside of the bent part where the part near the tip of the water return in the plug part is bent inward. And the upper surface of the engagement plug is above the lower surface of the plug
Disaster prevention tile characterized by that.
JP2003325407A 2003-09-18 2003-09-18 Disaster prevention tile Expired - Lifetime JP3560604B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003325407A JP3560604B2 (en) 2003-09-18 2003-09-18 Disaster prevention tile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003325407A JP3560604B2 (en) 2003-09-18 2003-09-18 Disaster prevention tile

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2001231710A Division JP3628009B2 (en) 2001-07-31 2001-07-31 Disaster prevention tile

Publications (2)

Publication Number Publication Date
JP2004092383A JP2004092383A (en) 2004-03-25
JP3560604B2 true JP3560604B2 (en) 2004-09-02

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