JPS6134423Y2 - - Google Patents

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Publication number
JPS6134423Y2
JPS6134423Y2 JP1982025492U JP2549282U JPS6134423Y2 JP S6134423 Y2 JPS6134423 Y2 JP S6134423Y2 JP 1982025492 U JP1982025492 U JP 1982025492U JP 2549282 U JP2549282 U JP 2549282U JP S6134423 Y2 JPS6134423 Y2 JP S6134423Y2
Authority
JP
Japan
Prior art keywords
tile
row
tiles
waterproof
back side
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1982025492U
Other languages
Japanese (ja)
Other versions
JPS58128230U (en
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 filed Critical
Priority to JP2549282U priority Critical patent/JPS58128230U/en
Publication of JPS58128230U publication Critical patent/JPS58128230U/en
Application granted granted Critical
Publication of JPS6134423Y2 publication Critical patent/JPS6134423Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は波形瓦の改良に関する。[Detailed explanation of the idea] The present invention relates to improvement of corrugated roof tiles.

従来、山部と谷部とを有する厚手のセメント製
瓦で、表側面の谷部にのみ防水堰を有するもので
は、瓦を葺き上げたときに、瓦の表側面の山部
と、この山部に重なる上層瓦の裏側面の谷部との
間の防水性が充分でなく、強風雨時などに瓦の表
面側の山部を伝つて堰の後方まで雨水が浸入する
と、この堰のため雨水がそこに溜り、釘孔や瓦後
方を通つて屋根下地まで洩水するという問題があ
つた。また、従来のセメント瓦は、その隅角部分
が直角のままか、或いは小面取りされたものに過
ぎず、先端部が薄くとがつているため、この部分
が欠け易かつた。そして、葺上げ後に上層瓦や上
部重合瓦で隠されることのない隅角部が欠ける
と、商品価値が大きく低下することになる。その
ため、この部分の欠けた瓦は使用できず、瓦の歩
留りも悪かつた。
Conventionally, with thick cement tiles that have peaks and valleys and a waterproof dam only in the valleys on the front side, when the tile is roofed, the peaks on the front side of the tile and these mountains If the waterproofness between the troughs on the back side of the upper tile that overlaps the roof tile is not sufficient, and rainwater intrudes through the ridges on the front side of the tile to the rear of the dam during strong winds and rain, this dam will cause damage to the dam. There was a problem with rainwater collecting there and leaking through the nail holes and behind the roof tiles to the roof base. Further, in conventional cement tiles, the corner portions are left at right angles or are only beveled, and the tips are thin and sharp, making these portions easy to chip. If the corners that are not hidden by the upper layer tiles or the upper polymer tiles are chipped after roofing, the commercial value will be greatly reduced. Therefore, tiles with chipped parts could not be used, and the yield of tiles was poor.

本考案はこれら問題点を除き、上下層瓦間にお
いて、重合長さが短かくでき、しかも、山部を伝
う瓦後方への雨水の浸入を阻止し、そのうえ、隅
角部の破損が生じ難い波形瓦を提供することを目
的とする。
The present invention eliminates these problems, reduces the overlapping length between the upper and lower tiles, prevents rainwater from penetrating behind the tiles along the peaks, and prevents damage to the corners. The purpose is to provide corrugated roof tiles.

以下本考案の一実施例を図面にもとづいて説明
する。
An embodiment of the present invention will be described below based on the drawings.

第1図乃至第4図に示すように、本考案の波形
瓦Aは屋根棟方向に沿う前後縁および屋根傾斜方
向に沿う左右縁をもち、平面視をもち、平面視で
矩形をなす。しかして、その表側面には第1,2
図の如く左右方向一方側(第1図右側)縁と中途
部に夫々部分円筒状をなす山部10a,10b
が、他方側に高台部10cが形成される。
As shown in FIGS. 1 to 4, the corrugated tile A of the present invention has front and rear edges along the roof ridge direction and left and right edges along the roof inclination direction, and is rectangular in plan view. However, the first and second
As shown in the figure, ridges 10a and 10b each have a partially cylindrical shape at the edge and midway on one side in the left-right direction (right side in FIG. 1).
However, an elevated portion 10c is formed on the other side.

これら第1列(一方側から数えて)山部10
a、第2列山部10bおよび高台部10cの間は
夫々平面谷部20,20とされる。高台部10c
には前後方向に沿う複数の縦凹凸条11が形成さ
れる。そして、瓦後端(葺き上げ時の棟側端)か
ら前方(軒先側)へ上層瓦の重合長さより短い第
1距離S1位置の谷部20に防水堰21が、また、
前記第1距離S1より長い第2距離S2位置の第1列
山部10a、第2列山部10bには夫々防水溝1
2,12が設けられる。
These first rows (counting from one side) peaks 10
a, plane valley portions 20, 20 are formed between the second row peak portion 10b and the elevated portion 10c, respectively. Elevated area 10c
A plurality of vertically uneven stripes 11 are formed along the front-rear direction. Then, a waterproof weir 21 is installed in the valley 20 at a first distance S1 from the rear end of the tile (ridge side end when roofing) to the front (eaves side), which is shorter than the overlapping length of the upper layer tile.
A waterproof groove 1 is provided in the first row ridge portion 10a and the second row ridge portion 10b at a second distance S2, which is longer than the first distance S1.
2 and 12 are provided.

第2列山部10bの頂部の前記防水溝12の後
方に有底の釘穴13が設けられる。該釘穴13は
釘が容易に貫通可能なよう形成される。
A nail hole 13 with a bottom is provided behind the waterproof groove 12 at the top of the second row mountain portion 10b. The nail hole 13 is formed so that a nail can easily pass through it.

前記第1列山部10aと高台部10cとは、第
5図示の如く、瓦Aが屋根の棟と並行配設される
際、上下に重ね合わせて葺かれるがこの重合によ
り一つの完全な山部を形成する。
As shown in FIG. 5, when the tiles A are laid parallel to the ridge of the roof, the first row ridge portion 10a and the elevated portion 10c are laid one above the other, and this overlap forms one complete ridge portion.

波形瓦Aの裏側面は第3,4図示の如く、前記
表側面における第1列山部10a、第2列山部1
0b、高台部10cに対応する部分が夫々第3図
左側より第1列谷部30a、第2列谷部30b、
第3列谷部30cとされ、前記平面谷部20,2
0に対応する部分が平面頂部を有する山部40,
40とされる。また、裏側面において、山部4
0,40、第1列谷部30aおよび第2列谷部3
0bの前端には防水桟50が、また後端には引掛
桟60が連続して突設されている。これら、防水
桟50および引掛桟60は一方側(第3図左側)
端において、最内側の凸条31bまで達し、他方
側(第3図右側)端は第3列谷部30cに少し入
つたところで、該谷部30cの曲面になだらかに
移行している。そして、前記防水桟50の後方で
山部40の前端付近は平坦面となつている。
As shown in Figures 3 and 4, the back side of the corrugated tile A has a first row of peaks 10a and a second row of peaks 1 on the front side.
0b, the parts corresponding to the elevated part 10c are the first row valley part 30a, the second row valley part 30b, from the left side in FIG. 3, respectively.
A third row of valleys 30c is formed, and the plane valleys 20, 2
a mountain portion 40 whose portion corresponding to 0 has a flat top;
It is said to be 40. Also, on the back side, the mountain part 4
0, 40, first row valley part 30a and second row valley part 3
A waterproof bar 50 is continuously protruded from the front end of 0b, and a hook bar 60 is continuously protruded from the rear end. These waterproof bars 50 and hook bars 60 are on one side (left side in Figure 3).
At the end, it reaches the innermost protrusion 31b, and the other end (right side in FIG. 3) slightly enters the third row trough 30c, where it gently transitions to the curved surface of the trough 30c. Further, the vicinity of the front end of the mountain portion 40 at the rear of the waterproof crosspiece 50 is a flat surface.

第1列谷部30aには前記縦凹凸条11と噛合
可能な複数の縦凸凹条31が設けられる。そして
波形瓦Aの裏側面における第1列谷部30a(表
側面からは第1列山部10a)の前側隅角部分が
第6図の如く、端部から第1番目の凹条31aに
至らない範囲で直線状または曲線状に切取られて
面取部7とされている。
A plurality of vertical grooves and grooves 31 that can engage with the vertical grooves and grooves 11 are provided in the first row of valleys 30a. As shown in FIG. 6, the front corner portion of the first row trough portion 30a on the back side of the corrugated tile A (the first row ridge portion 10a from the front side) extends from the end to the first groove 31a. The chamfered portion 7 is cut out in a straight line or curved line within a range where there is no gap.

前記裏側面における第2列谷部30bと、第1
列谷部30aの前端付近には、瓦の前縁に平行で
かつ、前後方向に沿つて並列された2列の水切凸
条32が突設される。また、第3列谷部30cに
は2列の水切凹条33が瓦の前縁に平行して、前
後方向に沿い並設される。更に、裏側面における
第2列谷部30bの前後方向中間には、踏み割れ
防止用の荷重支持凸条34が突設されている。な
お、第3図示の8は瓦自体の重量を軽くするため
の薄肉部、41はネーム添着部、である。
The second row trough portion 30b on the back side and the first
Near the front end of the row trough portion 30a, two rows of draining ridges 32 are protrudingly provided, parallel to the front edge of the tile and parallel to each other along the front-rear direction. In addition, two rows of drain grooves 33 are provided in the third row valley portion 30c in parallel with the front edge of the roof tile in the front-rear direction. Furthermore, a load-supporting protrusion 34 for preventing tread cracks is provided protrudingly provided at the middle of the second row trough portion 30b in the front-rear direction on the back side. Note that 8 in the third figure is a thin wall portion for reducing the weight of the tile itself, and 41 is a name attachment portion.

次に使用態様を説明する。 Next, the mode of use will be explained.

波形瓦Aが表側面を上に向けて屋根に葺かれる
に際し、下層瓦は釘穴13に釘が打たれて野地板
部材に固定されるが、該釘穴13は有底穴で容易
に釘が貫挿できる。また、釘を打つ必要のない瓦
にあつては有底のまま残される。そして、第7図
に示されるように、下層瓦に上層瓦が重合された
状態で前端の防水桟50は下層瓦の第2列山部1
0bの防水溝12よりも前方に位置する。また、
上層瓦の裏側面の第2列谷部30bにおける前列
の水切突条32aは、その頂部が前記防水溝12
よりも後方で、かつ、前記防水堰21の前端面と
略同一位置か、それとも前方に位置する。また、
後列の水切突条32bはその頂部が前記釘穴13
よりも後方で、かつ、下層瓦の後端よりも前方に
位置する。この葺き方により上下層瓦の重合長さ
を必要最少寸法まで短くできる。
When the corrugated tile A is placed on a roof with the front side facing upward, the lower layer tile is fixed to the roofing board member by driving a nail into the nail hole 13, but the nail hole 13 is a bottomed hole and can easily be nailed. can be inserted. Additionally, tiles that do not require nailing are left with a bottom. As shown in FIG. 7, when the upper layer tile is superimposed on the lower layer tile, the waterproof crosspiece 50 at the front end is connected to the second row mountain portion 1 of the lower layer tile.
It is located forward of the waterproof groove 12 of 0b. Also,
The front row of water-cutting ridges 32a in the second row of valleys 30b on the back side of the upper tile have their tops aligned with the waterproof grooves 12.
It is located at the rear and approximately at the same position as the front end surface of the waterproof weir 21, or at the front. Also,
The top of the water cutting strip 32b in the rear row is located at the nail hole 13.
It is located behind the tile and in front of the rear end of the lower tile. This roofing method allows the overlapping length of the upper and lower tiles to be shortened to the minimum required dimension.

従つて、上下層瓦の重合部において、下層瓦の
山部10(第7図10b)を伝つて後方へ浸入し
た雨水は、先ず防水溝12に入つて左右両側下方
の谷部20,20へ流水する。更に、多量の雨水
が浸入すれば、上層瓦の前列水切凸条32aに至
り、そこから後方への浸入が阻止され、左右の谷
部20,20へ流出する。万一、更に後方へ浸入
した雨水は後列水切凸条32bにより阻止され
る。このようにして雨水の浸入防止はより確実な
ものとなる。
Therefore, at the overlapping part of the upper and lower tiles, rainwater that has entered the rear through the peaks 10 (FIG. 7, 10b) of the lower tiles first enters the waterproof groove 12 and flows into the valleys 20, 20 below on both the left and right sides. Run water. Furthermore, if a large amount of rainwater infiltrates, it reaches the front row drainage ridges 32a of the upper tile, and from there, infiltration to the rear is prevented and flows out to the left and right valleys 20, 20. In the unlikely event that rainwater infiltrates further to the rear, it is blocked by the rear drain ridge 32b. In this way, rainwater infiltration can be prevented more reliably.

また、第8図示の如く第3列谷部30cにおけ
る前列の水切凹条33aは、第1列山部10aの
防水溝12に略一致し、かつ、前記防水堰21よ
りも前方に位置し、後列の水切凹条33bは前記
防水堰21に略一致する。
Further, as shown in FIG. 8, the front row of drain grooves 33a in the third row of valleys 30c substantially coincides with the waterproof grooves 12 of the first row of peaks 10a, and is located ahead of the waterproof weir 21, The water cut groove 33b in the rear row substantially coincides with the waterproof weir 21.

そのため、浸入した雨水は下層瓦の防水溝12
および上層瓦の前列水切凹条33aとで形成され
る空間のため、毛細管現象が破れ、該空間を流下
して谷部20に至る。更に多量の雨水が浸入して
も後列水切凹条33bによつて毛細管現象が破ら
れ、該凹条を伝つて谷部20へ流下する。
Therefore, the rainwater that has entered is removed from the waterproof groove 12 of the lower tile.
Because of the space formed by the front row drain groove 33a of the upper tile, the capillary phenomenon is broken and the water flows down through the space to reach the trough 20. Even if a large amount of rainwater enters, the capillary phenomenon is broken by the rear drainage grooves 33b, and the rainwater flows down to the trough 20 along the grooves.

一方、波形瓦Aを葺き上げた場合、第9図に示
すように、上層部にくる第1列山部10a(第1
列谷部30a)の、瓦施工時に踏み割れの生じや
すい部分である前端隅角部分が面取部7とされて
いるため、踏み割れが生じにくい。また、瓦の輸
送、施工時における破損も防止できる。
On the other hand, when corrugated tiles A are roofed, as shown in FIG.
Since the front end corner portion of the row trough portion 30a), which is a part where tread cracks are likely to occur during tile construction, is made into a chamfered portion 7, tread cracks are less likely to occur. It also prevents tiles from being damaged during transportation and construction.

さらにこの実施例では前列の凹条31aに至ら
ない範囲で面取部7が形成されているので、第1
列谷部30aには縦凹凸条31があつても強度的
に弱くなることはない。
Furthermore, in this embodiment, since the chamfered portion 7 is formed in a range that does not reach the grooved line 31a of the front row, the first
Even if there are vertical unevenness stripes 31 in the row valley portions 30a, the strength will not be weakened.

第10図は波形瓦Aの他の実施例を示し、瓦の
表側面第1列山部10aの前側隅角部分だけでな
く波形瓦Aの四隅角全部を面取部とした例を示
す。
FIG. 10 shows another embodiment of the corrugated tile A, in which not only the front corner portion of the first row of peaks 10a on the front side of the tile but also all four corners of the corrugated tile A are chamfered.

本考案は以上の如く、瓦の表面側山部の後端付
近に防水溝が、裏側面の前端に防水桟が、後端に
引掛桟が設けられ、裏側面谷部の前端付近には、
該前端に平行な水切凸条が突設され、また裏側面
山部の前端付近が平坦面となつているので、強風
雨時でも雨水が上層瓦と下層瓦との隙間から浸入
して、屋根下地に洩水することがなく、上下層瓦
の重なりも少なくてすむ。
As described above, in the present invention, a waterproof groove is provided near the rear end of the peak on the front side of the tile, a waterproof crosspiece is provided at the front end of the back side, a hooking crosspiece is provided at the rear end, and near the front end of the valley on the back side.
Parallel drainage ridges are protruding from the front edge, and the front edge of the back side peak is a flat surface, so even in strong winds and rain, rainwater can enter through the gap between the upper and lower tiles, preventing the roof from leaking. Water does not leak into the base, and there is less overlap between the upper and lower tiles.

水切突条は谷部に設けられているので瓦の運搬
や取扱い中に該凸条が他の部分とぶつかつて損傷
することが少ない。更に、瓦の表側面一端に位置
する山部の前側隅角部分が面取部とされているの
で、輸送や施工時の取扱いに起因する破損および
葺上げ後における前側隅角部分の踏割れが防が
れ、葺上げ後の屋根の商品価値と、瓦の歩留り向
上に役立つこととなつた。
Since the ridges are provided in the valleys, the ridges are less likely to be damaged by colliding with other parts during transportation or handling of the tile. Furthermore, since the front corner of the crest located at one end of the front side of the tile is chamfered, damage caused by handling during transportation or construction, and cracking of the front corner after roofing is avoided. This has helped improve the commercial value of roofs and the yield of tiles after roofing.

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

第1図は本考案の一実施例を示す表側面斜視
図、第2図は第1図の−端面図、第3図は裏
側面斜視図、第4図は第3図の−端面図、第
5図は上下層瓦の重合状態を示す要部拡大端面
図、第6図は本考案の瓦の一部切欠裏側面図、第
7図は上下層瓦の重合状態を示す要部拡大端面
図、第8図は上下層瓦および左右方向瓦の重合状
態を示す端面図、第9図は瓦の葺上げ状態を示す
平面図、第10図は他の実施例を示す平面図であ
る。 A……波形瓦、10a,10b……山部、10
c……高台部、11……縦凹凸条、12……防水
溝、20……平面谷部、21……防水堰、30…
…裏側面谷部、31……縦凸凹条、32……水切
凸条、33……水切凹条、40……裏側面山部、
50……防水桟、60……引掛桟、7……面取
部。
Fig. 1 is a front side perspective view showing an embodiment of the present invention, Fig. 2 is a - end view of Fig. 1, Fig. 3 is a back side perspective view, and Fig. 4 is a - end view of Fig. 3; Fig. 5 is an enlarged end view of the main part showing the overlapping state of the upper and lower tiles, Fig. 6 is a partially cutaway back side view of the tile of the present invention, and Fig. 7 is an enlarged end view of the main part showing the overlapping state of the upper and lower tiles. 8 is an end view showing the overlapping state of the upper and lower layer tiles and the horizontal tiles, FIG. 9 is a plan view showing the roofing state of the tiles, and FIG. 10 is a plan view showing another embodiment. A...Corrugated tile, 10a, 10b...Mountain part, 10
c...High ground part, 11...Vertical uneven strip, 12...Waterproof groove, 20...Planar valley part, 21...Waterproof weir, 30...
... Back side valley, 31... Vertical concave and concave lines, 32... Draining convex lines, 33... Draining concave lines, 40... Back side peaks,
50... Waterproof bar, 60... Hanging bar, 7... Chamfered portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 瓦の表側面における後端から前方へ上層瓦の重
合長さより短い第1距離位置の谷部に防水堰が、
前記第1距離より長い第2距離の山部に防水溝が
設けられるとともに、幅方向一端に位置する山部
の前側隅角部分が面取部とされ、該瓦の裏側面は
前端に防水桟が、後端に引掛桟が形成され、裏側
面谷部の前端付近に、該前端に平行な水切凸条が
突設され、裏側面山部の前端付近が平坦面とされ
たことを特徴とする波形瓦。
A waterproof weir is located in the valley at a first distance from the rear end of the front side of the tile to the front, which is shorter than the overlapping length of the upper layer tile.
A waterproof groove is provided in the ridge portion at a second distance longer than the first distance, a front corner portion of the ridge portion located at one end in the width direction is a chamfered portion, and a waterproof groove is provided at the front end of the back side of the tile. However, it is characterized in that a hooking bar is formed at the rear end, a water cutting ridge parallel to the front end is protruded near the front end of the trough on the back side, and a flat surface is formed near the front end of the crest on the back side. corrugated tiles.
JP2549282U 1982-02-23 1982-02-23 corrugated tiles Granted JPS58128230U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2549282U JPS58128230U (en) 1982-02-23 1982-02-23 corrugated tiles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2549282U JPS58128230U (en) 1982-02-23 1982-02-23 corrugated tiles

Publications (2)

Publication Number Publication Date
JPS58128230U JPS58128230U (en) 1983-08-31
JPS6134423Y2 true JPS6134423Y2 (en) 1986-10-07

Family

ID=30037460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2549282U Granted JPS58128230U (en) 1982-02-23 1982-02-23 corrugated tiles

Country Status (1)

Country Link
JP (1) JPS58128230U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5477417A (en) * 1978-10-19 1979-06-20 Kubota Ltd Shingle

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56124128U (en) * 1980-02-21 1981-09-21

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5477417A (en) * 1978-10-19 1979-06-20 Kubota Ltd Shingle

Also Published As

Publication number Publication date
JPS58128230U (en) 1983-08-31

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