JPH0247455A - Horizontal roofing roof single in roofing construction - Google Patents

Horizontal roofing roof single in roofing construction

Info

Publication number
JPH0247455A
JPH0247455A JP19604688A JP19604688A JPH0247455A JP H0247455 A JPH0247455 A JP H0247455A JP 19604688 A JP19604688 A JP 19604688A JP 19604688 A JP19604688 A JP 19604688A JP H0247455 A JPH0247455 A JP H0247455A
Authority
JP
Japan
Prior art keywords
roof
horizontal
eave
face plate
tiles
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.)
Granted
Application number
JP19604688A
Other languages
Japanese (ja)
Other versions
JPH0686756B2 (en
Inventor
Gantan Funaki
元旦 舩木
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.)
GANTAN BIYUUT KOGYO KK
Gantan Beauty Industry Co Ltd
Original Assignee
GANTAN BIYUUT KOGYO KK
Gantan Beauty Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by GANTAN BIYUUT KOGYO KK, Gantan Beauty Industry Co Ltd filed Critical GANTAN BIYUUT KOGYO KK
Priority to JP63196046A priority Critical patent/JPH0686756B2/en
Publication of JPH0247455A publication Critical patent/JPH0247455A/en
Publication of JPH0686756B2 publication Critical patent/JPH0686756B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PURPOSE:To prevent the slippage of roof tiles by roofing horizontal roofing singles so as to bring end sections into contact with step ends of roof tiles to be roofed so that end sections are overlapped with each other to form the step ends. CONSTITUTION:An eaves side formation 13 and a ridge side formation 14 interlocking with each other are formed on a face plate section 12 placed on the surface of a roof. The face plate section1 2 is placed on single roof tiles 3 to be roofed so as to form a step end 3a, a projected external surface 31a of the ridge side formation 14 is projected to the step end 3a of rear stage single body roof tiles 3, and a mounting section 33 is anchored on an overlapping part 3b of the roof tiles. The waves side formation 13 of the rear stage roof singles 11 is interlocked with the ridge side formation 14 of the front stage horizontal roof singles 11. According to the constitution, the horizontal roof singles can be roofed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建築物における横葺き屋根構造を構成させ
るための、金属薄鋼板材料などを用いた横葺き屋根板に
関し、さらに詳しくは、主に薄型のスレート瓦などの単
体屋根瓦で葺き上げられている既設の屋根構造を全面被
覆することにより、横葺き屋根構造を葺き替え新設し得
るようにした横、珪き屋根板の改良に係るものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a horizontal roof plate using thin metal steel sheet material etc. for constructing a horizontal roof structure in a building. This relates to the improvement of horizontal and grooved roof shingles, which makes it possible to replace and install a new horizontal roof structure by covering the entire surface of an existing roof structure that is covered with single roof tiles such as thin slate tiles. It is.

〔従来の技術〕[Conventional technology]

従来、建築物の屋根においては、その材料に石綿系の軽
量屋根瓦、すなわち、いわゆる薄型スレート瓦を用いた
構造がある。
Conventionally, roofs of buildings have structures using asbestos-based lightweight roof tiles, that is, so-called thin slate tiles.

しかして、この種の薄型スレート瓦による屋根構造は、
一般的に建築材料の不足を時代背景にして、比較的人手
し易くかつ安価であったスレート瓦を用いて築造された
ものであることが多く、従って、旧時代に属する建築物
の屋根構造であることから、その老朽化も甚しくて雨漏
れなどの防止処置上、また外観的にも何等かの対策を講
する必要がある。
However, this type of roof structure using thin slate tiles,
In general, due to the lack of building materials in the era, they were often constructed using slate tiles, which were relatively easy to construct and inexpensive, and therefore, roof structures of buildings belonging to the old era were often constructed using slate tiles. Due to the fact that the building is in such a state of deterioration, it is necessary to take some measures to prevent rain leaks and improve its appearance.

また一方では、建築材料として、その−面での特性に優
れていることから、一般的に用いられてきた鉱物性の天
然繊維である石綿繊維、いわゆるアスベストについては
、最近に至って、これが耐候性に欠ける点が判明し、大
気中に露出されている外部表面の繊維部分が、経年変化
などによる老朽化、脆弱化に伴ない、自然な状態ですら
次第に剥離、剥落されて空気中に飛散、浮遊することが
確認され、この浮遊繊維粉塵を常時、呼吸するときは、
人体の健康に好ましくない障害をもたらす危険性、すな
わち例えば、有害な肺癌などを誘発する危険性のあるこ
とが指摘され、これが一つの社会的な公害問題として深
刻化し、早期に廃却することが望まれており、そして、
この点に関しては、アスベストを主材に用い、これをモ
ルタルセメントなどで固めて成形させた。こSでの薄梨
スレート瓦についても決して例外ではなく、早期にその
葺き替えを行なうことが望ましいものであった。
On the other hand, asbestos fiber, a mineral-based natural fiber that has been commonly used as a building material due to its excellent properties, has recently been recognized as having good weather resistance. It was found that the fibers on the external surface exposed to the atmosphere deteriorated and became brittle due to aging, and even in their natural state they gradually peeled off and fell off, scattering into the air. It has been confirmed that airborne fiber dust exists, and when you breathe this airborne fiber dust constantly,
It has been pointed out that there is a risk of causing undesirable damage to human health, such as the risk of inducing harmful lung cancer, and this is becoming a serious social pollution problem, and it is important to dispose of it as soon as possible. desired, and
In this regard, asbestos was used as the main material, which was hardened with mortar cement and molded. The thin pear slate tiles used in S were no exception, and it was desirable to replace them as soon as possible.

またこ\で、建築物での薄型スレート瓦によって葺き上
げられている既設の屋根構造を葺き替えて改修するのに
は、その薄型スレート瓦の全てを引き剥して除去すると
共に、これに代えて、新たな屋根材料を用い、再度、新
規に屋根構造を葺き上げる手段が一般的であるが、この
手段の場合。
Also, in order to reroof and renovate an existing roof structure covered with thin slate tiles in a building, it is necessary to tear out and remove all of the thin slate tiles, and to replace them with The common method is to re-roof the roof structure using new roofing materials, but in this case.

既存瓦の引き剥しに相当の手間がかSる上に、方では、
対象建築物を使用したまSでの屋根構造の葺き替えが困
難であるため、他の方法として、既設の屋根構造には手
を付けずにそのまSにしておゝ、この既設の屋根構造の
上に、別の屋根構造を新設するようにした手段が講じら
れる。
Not only does it take a considerable amount of time to tear out the existing tiles, but on the other hand,
Since it is difficult to replace the roof structure with S while the target building is still in use, another method is to leave the existing roof structure untouched and replace it with S. Measures are taken to install a new roof structure on top.

すなわち、この既設の屋根構造上に別の屋根構造を新設
する手段の一つとしては、第4図に示されているように
、例えば、建築物の小屋(屋根)組みとなる木質垂木(
1)を基体にして、その全面に屋根下地材(野地板)(
2)を敷き込むと共に、この屋根下地材(2)上にあっ
て、個々のスレート瓦(3)をその端部相互が重なり合
うように、所期通りの配列により一連に葺き上げること
で構成された既設の屋根構造(A)において、この既設
の屋根構造(^)の上面部に対し、あらためて取り付は
基体となる金属垂木(4)を適宜に架は渡して屋根下地
材(5)を敷き込み、かつ必要に応じ断熱材などを介し
た状態で、これらの上に、新たに金属屋根板(6)を葺
き上げる構成のものであり、また、他の一つとしては、
第5図に示されているように、前記した金属垂木(4)
、屋根下地材(5)などを設けることなく、葺き上げら
れている既存のスレート瓦(3)上にあって、直接、新
たな金属屋根板(6)を葺き上げて構成するものである
In other words, one way to install a new roof structure on top of the existing roof structure is to install wooden rafters (for example, wooden rafters that will form the roof of a building), as shown in Figure 4.
1) is used as a base, and the entire surface is covered with roof base material (field board) (
2), and on this roof base material (2), individual slate tiles (3) are laid in a series in a desired arrangement so that their ends overlap each other. In the existing roof structure (A), the roof base material (5) is reinstalled by passing the metal rafters (4), which will serve as the base, over the top surface of the existing roof structure (^). This is a structure in which a new metal roof board (6) is installed on top of the roof, with insulation materials installed as necessary, and another one is:
As shown in Figure 5, the metal rafters (4) described above
, a new metal roof board (6) is directly roofed on top of the existing slate tiles (3) without providing a roof base material (5) or the like.

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

しかしながら、前記した第4図に示す従来の葺き替え手
段の場合にあっては、既設の屋根構造に加えて、同様な
別個の屋根構造を新設するものであるために、完全に二
重構造の屋根となって、その厚さが格段に厚くされ、建
築物での外観、形態としての均整がとれずに不体裁にな
るほか、施工自体についても比較的複雑かつ面倒であっ
て手間がかjす、しかも、屋根構造全体の重量も増すこ
とになって、これを支える建築物での既存の柱部材の強
度などにもとかくの問題を生ずる惧れかある。
However, in the case of the conventional re-roofing method shown in Fig. 4 described above, a similar separate roof structure is installed in addition to the existing roof structure, so the roof is completely double-layered. As a result, the thickness of the structure becomes significantly thicker, making it unsightly due to the lack of balance in the appearance and form of the building, and the construction itself is relatively complex, troublesome, and time-consuming. Moreover, the weight of the entire roof structure will increase, which may cause problems with the strength of the existing pillar members of the building that supports it.

また、同様に前記した第5図に示す従来の葺き替え手段
では、第4図構成におけるような不利が一応、解消され
はしても、既設の屋根構造でのスレート瓦自体が、改修
を必要とする程度まで老朽化されていることから、通常
の場合、葺き上げ当初におけるように、個々のスレート
瓦が整然と揃ってはおらず、長期間に亙って風雨、寒暖
などの下に曝されて、かつ不断に微振動、衝撃などを受
けたりする結果、その葺き上げの態様にずれ、傾きなど
を生しているとか、あるいは、瓦自体が反り返っていた
りして、この上に新たに直接、葺き上げられる金属屋根
板との馴染が悪くて親和性に欠け、新たに葺き上げられ
るこの金属屋根板が、そのスレート屈面からしばしば遊
離することがあって、屋根としての役割を果し得なくな
るなどの不都合を生ずるものであった。
Similarly, with the conventional reroofing method shown in FIG. 5 described above, even if the disadvantages of the configuration in FIG. Because the tiles have deteriorated to such an extent that the individual slate tiles are not normally lined up as neatly as they were when the roof was first installed, they have been exposed to wind, rain, cold and heat for a long period of time. As a result of constant exposure to slight vibrations and shocks, the roofing pattern may be misaligned or tilted, or the tiles themselves may be warped, and new roofing may be installed directly on top of them. It does not blend well with the metal roofing sheets being raised, and lacks compatibility, and the newly installed metal roofing sheets often come loose from the slate curved surface, making it unable to fulfill its role as a roof. This caused many inconveniences.

この発明は、従来のこのような問題点を改善しようとす
るものであって、その目的とするところは、対象建築物
の外観、形態を損なったり、あるいは、必要以上に重量
が増したりすることなく容易に施工し得て、しかも、既
存のスレート瓦などの単体屋根瓦に対する効果的な密着
性と、適確な押止保持性とを果し得るようにした。この
種の既設の屋根構造を葺き替え新設するための横葺き屋
根板を提供することである。
This invention is an attempt to improve these conventional problems, and its purpose is to prevent damage to the appearance and form of the target building, or to unnecessarily increase the weight of the target building. The present invention is designed to be easy to construct without any problems, and to achieve effective adhesion to single roof tiles such as existing slate tiles and appropriate holding properties. It is an object of the present invention to provide a horizontal roof board for replacing an existing roof structure of this type and installing a new one.

(:!J題を解決するための手段〕 前記目的を達成させるために、この発明に係る横葺き屋
根板は、建築物の屋根下地材上に、スレート瓦などの個
々の単体屋根瓦を、少なくとも端部相互が所定の重なり
幅でオーバーラツプされて段差端面を形成するように、
所定の軒棟方向ピッチ間隔で一連に葺き上げてなる屋根
構造を有し、この既設の屋根構造上に、横葺き屋根構造
を新設するために用いる横葺き屋根板であって、補記軒
棟方向ピッチ間隔に対応した断面幅で、面板部の一側部
に軒側成形部、他側部に棟側成形部をそれぞれに形成さ
せると共に、相互に隣接される棟側成形部に対して、軒
側成形部を被嵌係合し得るようにさせ、かつ少なくとも
面記軒側成形部には、後段側での前記単体屋根瓦の段差
端面に突き当てる突き当て外面と、この突き当て外面と
の間に単体屋根瓦の厚さに対応する段差間隔を隔て工、
前段側、後段側各段での単体屋根瓦のオーバーラツプ部
分上に配され、このオーバーラツプ部分を通して、止着
具により前記屋根下地材に止着される取付は部とをそれ
ぞれに形成したことを特徴としている。
(Means for Solving the Problem:!J) In order to achieve the above-mentioned object, the horizontal roofing board according to the present invention includes individual roof tiles, such as slate tiles, on the roof base material of a building. At least the ends are overlapped with each other by a predetermined overlap width to form a stepped end surface.
It has a roof structure that is raised in a series at a predetermined pitch in the direction of the eave ridge, and is used to install a new horizontal roof structure on the existing roof structure. With a cross-sectional width corresponding to the pitch interval, an eave-side molded part and a ridge-side molded part are formed on one side of the face plate and the ridge-side molded part on the other side. The side molding part is made to be able to be fitted and engaged, and at least the eaves side molding part has an abutment outer surface that abuts against the step end surface of the single roof tile on the rear side, and a contact outer surface of the abutment outer surface. A step interval corresponding to the thickness of the single roof tile is installed in between.
The roof tiles are arranged on the overlapping portions of the single roof tiles at each of the front and rear tiers, and are fixed to the roof base material through the overlap portions by fasteners. It is said that

また、面記横罫き屋根板において、軒側成形部には、面
板部の一側部を下方に折曲して垂下させた面縁部と、こ
の前縁部の下端縁を内側に折曲延長させた圧接挿入片部
とを形成させ、棟側成形部には、面板部の他側部を上方
内側に折り返して折曲部分の外側を突き当て外面にする
と共に、内側に後段側での圧接挿入片部を挿入係合し得
るようにした挿入係合部と、この挿入係合部を再度、上
方外側に折り返して立ち上げ、必要に応じて後段側での
面板部の一側部を内側から支持する立ち上がり支持部と
、面板部との間に単体屋根瓦の厚さに対応した段差間隔
を隔てゝ、この立ち上がり支持部の下端部を外側に折曲
延長させた取付は部とを形成させてなるものである。
In addition, in the horizontally ruled roof board, the eave side molding part includes a face edge part that is made by bending one side of the face plate part downward and hanging down, and a lower edge of this front edge part that is folded inward. The other side of the face plate part is folded upwardly and inwardly, and the outside of the bent part is abutted to make the outer surface, and the rear side is formed inside the molded part on the ridge side. An insertion engagement part into which the pressure welding insertion piece part can be inserted and engaged, and this insertion engagement part is again folded upward and outward to stand up, and if necessary, one side part of the face plate part on the rear stage side There is a step interval corresponding to the thickness of the single roof tile between the rising support part that supports the roof from the inside and the face plate part, and the lower end of this rising support part is bent and extended outward. It is formed by forming.

〔作   用〕[For production]

すなわち、この発明においては、既設の屋根構造での前
段側単体屋根瓦の面上に、前段側となる横葺き屋根板の
面板部を載置させ、かつその突き当て外面を後段側単体
屋根瓦の段差端面に突き当てることで、この後段側単体
屋根瓦の軒棟方向の移動作用を規制でゝ、また同時に、
この操作に伴なって、これらの後段側、1n段側の各単
体屋根瓦の重ね合されたオーバーラツプ部分−Fに、こ
の前段側横葺き屋根板の取付は部が位置されるため、同
オーバーラツプ部分を通してこの取付は部を土着具で既
存の屋根下地材に止着させることで、これらの後段側、
前段側の各単体屋根瓦の剥離作用を規制できるのであり
、この状態で、前段側横葺き屋根板の棟側成形部に、後
段側単体屋根瓦に対応される後段側の横葺き屋根板の軒
側成形部を被嵌係合させ、この操作を順次に繰り返すこ
とによって、各段毎の単体屋根瓦の面上に、直接、対応
する各段毎の横葺き屋根板を所期通りに葺き上げ得るの
である。
That is, in this invention, the face plate portion of the horizontal roof plate on the front side is placed on the surface of the single roof tile on the front side in the existing roof structure, and the abutting outer surface is placed on the surface of the single roof tile on the rear side. By abutting against the step end surface, the movement of the rear single roof tile in the direction of the eaves can be restricted, and at the same time,
Along with this operation, the installation of the front side horizontal roof shingles is located at the overlap part -F where the individual roof tiles on the rear side and the 1n side are overlapped, so the same overlap is required. This installation is done by fixing the parts to the existing roof base material with native tools, and
It is possible to control the peeling effect of each single roof tile on the front side, and in this state, the ridge side molded part of the front side horizontal roof plate is exposed to the peeling effect of the rear side horizontal roof plate corresponding to the rear side single roof tile. By fitting and engaging the eaves side moldings and repeating this operation sequentially, the corresponding horizontal roofing plates for each level can be directly roofed as desired on the surface of the single roof tile for each level. It can be raised.

また、前段側横罫き屋根板の棟側成形部に対する後段側
横罫き屋根板の軒側成形部の被嵌係合は、前段側単体屋
根瓦の面上にあって、前段側槽fIき屋根板の面板部を
載置させると共に、その突き当て外面を後段側単体屋根
瓦の段差端面に突き当てた状態で、前者棟側成形部を上
方から覆うようにして、後者軒側成形部を嵌挿させ、か
つ挿入係合部に圧接挿入片部を挿入係合するだけの操作
により、各段の横葺き屋根板をして、対応する各段それ
ぞれの単体屋根瓦のずれなどを完全に規制して、密着性
よく一体的に葺き上げることができるのである。
In addition, the engagement of the eave side molding part of the rear horizontally ruled roof board with the ridge side molding part of the front horizontally ruled roof board is on the surface of the single roof tile on the front stage, and the front side tank fI Place the face plate part of the roof tile, and with its abutted outer surface abutting against the step end face of the rear single roof tile, cover the former ridge side molded part from above, and place the latter eave side molded part. By simply inserting and engaging the pressure welding insertion piece into the insertion engagement part, each level of horizontal roofing sheets can be installed, and any misalignment of the individual roof tiles of each corresponding level can be completely corrected. This allows the roof to be built in one piece with good adhesion.

〔実 施 例〕〔Example〕

以下、この発明に係る屋根構造における横葺き屋根板の
一実施例につゝ、第1図ないし第3図を参照して詳細に
説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of horizontal roof panels in a roof structure according to the present invention will be described in detail below with reference to FIGS. 1 to 3.

第1図はこの実施例での横葺き屋根板による横葺き屋根
構造を既設の屋根構造に適用した状態の概要を模式的に
示す縦断面図、第2図は同上横罫き屋根構造の要部の詳
細を拡大して示す断面斜視図、第3図は同上横罫き屋根
構造に用いる横葺き屋根板を取り出して示す斜視図であ
る。
Figure 1 is a longitudinal cross-sectional view schematically showing the outline of the horizontally ruled roof structure using horizontally laid roof plates in this embodiment applied to an existing roof structure, and Figure 2 is the outline of the same horizontally ruled roof structure as described above. FIG. 3 is a cross-sectional perspective view showing enlarged details of the section, and FIG. 3 is a perspective view showing a horizontal roof board used in the horizontal ruled roof structure.

すなわち、これらの第1図ないし第3図に示す実施例構
成において、既設の屋根構造(A)は、前記したように
、例えば、建築物の小屋(屋根)組みとなる木質垂木(
1)を基体に用いて、その全面に屋根下地材(野地板)
(2)を敷き込むと共に、この屋根下地材(2)上にあ
って、個々のm体屋根瓦、こSでは、スレート瓦(3)
をその端部相互が所定の重なり幅(1)でオーバーラツ
プされて段差端面(3a)を形成するように、所定の軒
棟方向ピッチ間隔(p)により、所期通りに配列させて
一連に葺き上げられている。
That is, in the embodiment configurations shown in FIGS. 1 to 3, the existing roof structure (A) is made up of, for example, wooden rafters (that form the roof) of the building, as described above.
1) is used as the base, and roof base material (field board) is applied to the entire surface.
(2), and on this roof base material (2), individual m-shaped roof tiles, in this case, slate tiles (3).
are arranged in a series in a series with a predetermined pitch interval (p) in the direction of the eaves so that the ends thereof are overlapped with a predetermined overlap width (1) to form a stepped end surface (3a). It's been raised.

また、この既設の屋根構造(A)上にあって、直接、装
着して葺きトげられる新設の屋根構造(8)は、前記型
なり幅(U)を含む軒棟方向ピッチ間隔(p)に対応し
た断面幅をもつところの、この実施例による横葺き屋根
板(+1)からなっており、この横葺き屋根板(11)
は、例えば、防錆用の焼付は塗装などを施した所定幅、
所定単位長さの長尺金属薄鋼板を用い、この金属薄鋼板
をロール成形などの手段によって、長手方向に沿う中央
部に面板部(12)を残し、−側部に軒側成形部(+3
)、他側部に棟側成形部(14)をそれぞれ連続的に形
成させて構成する。
In addition, the new roof structure (8) that is installed and roofed directly on the existing roof structure (A) has a pitch interval (p) in the eave ridge direction that includes the above-mentioned pattern width (U). The horizontal roofing board (+1) according to this embodiment has a cross-sectional width corresponding to the horizontal roofing board (11).
For example, for anti-corrosion baking, the specified width is coated with paint, etc.
Using a long metal thin steel plate with a predetermined unit length, this metal thin steel plate is formed by means such as roll forming, leaving a face plate part (12) in the central part along the longitudinal direction, and forming an eave side forming part (+3
), and a ridge side molded part (14) is continuously formed on the other side.

そして、面記横罫き屋根板(11)での軒側成形部(1
3)には、面板部(12)の−側部を、所定長さで下方
に折曲して面縁部(21)を垂下させると共に、その下
端縁部(22)を内側に折曲延長させて圧接挿入片部(
23)を形成させ、かつその端部に下向きの縁曲げ部(
24)を形成させである。
Then, the eave side molding part (1
In 3), the - side part of the face plate part (12) is bent downward by a predetermined length to make the face edge part (21) hang down, and the lower edge part (22) is bent inward and extended. Then press the pressure welding insertion piece (
23) and a downwardly bent part (
24) was formed.

また、前記棟側成形部(14)には、面板部(12)の
他側部を、少なくとも前記圧接挿入片部(23)よりも
短く上方内側に折り返し折曲させて、同圧接挿入片部(
23)を挿入係合させる挿入係合部(31)を形成させ
て、その折曲部分に突き当て外面(31a)を形成させ
、かつこれを再度、上方外側に折り返し折曲させると共
に、上方に立ち上げて立ち上がり支持部(32)を形成
させ、さらに、この立ちトがり支持部(32)をして、
@配筋板部(12)との間に首記スレート瓦(3)の厚
さに対応した間隔(1)分だりを残した上で、外側に折
り返し延長させて取付は部(33)を形成させ、かつそ
の端部に上向きの縁曲げ部(34)を形成させである。
Further, the ridge side molded part (14) has the other side part of the face plate part (12) bent upward and inward to be shorter than at least the pressure welding insertion piece part (23), so that the same pressure welding insertion piece part (
23) is formed into an insertion engagement part (31) for insertion and engagement, the bent part is abutted to form an outer surface (31a), and this is again folded upward and outward, and the insertion engagement part (31) is inserted and engaged. to form a rising support part (32), and further to form a rising support part (32),
@ Leave a gap (1) corresponding to the thickness of the slate tile (3) between the reinforcing plate part (12) and attach the part (33) by folding it outward and extending it. and an upwardly directed bevel (34) at its end.

またこ\で、これらの軒側成形部(13)と棟側成形部
(14)との間隔寸法、具体的には、後述するように、
前段側と後段側とにおけるこれらの隣接する両部(13
) 、 (E)での圧接挿入片部(23)と挿入係合部
(31)とを相互に係合させた状態で、同前段側と後段
側との各挿入係合部(31)の折り返した突き当て外面
(:11a)相互間の間隔寸法は、首記スレート瓦(3
)での軒棟方向ピッチ間隔(p>から重なり幅(1)を
減じた寸法(p−11)に等しくするか、あるいは、こ
れよりも幾分か短くさせてあり、同時に、この状態で、
棟側成形部(14)での取付は部(33)の少なくとも
一部が、各スレート瓦(3)での相互のオーバーラツプ
部分に対応して一致するようにされるもので、かつまた
、この状態では、前段側棟側成形部(14)の立ち上が
り支持部(32)により、後段側軒側成形部(13)に
近い面板部(12)の部分を裏面側から支持し得るよう
にして、この面板部(12)にかけられる負荷を軽減さ
せるようにすることが好ましい。
Also, the distance between the eave side molded part (13) and the ridge side molded part (14), specifically, as described later,
These adjacent parts (13
), In the state in which the pressure welding insertion piece part (23) and the insertion engagement part (31) in (E) are engaged with each other, each of the insertion engagement parts (31) on the front stage side and the rear stage side The distance between the folded butted outer surfaces (11a) is the same as the slate tile (3).
) is made equal to the dimension (p-11) obtained by subtracting the overlap width (1) from the pitch interval (p>) in the eave ridge direction, or is made somewhat shorter than this, and at the same time, in this state,
The attachment at the ridge side molding part (14) is such that at least a part of the part (33) corresponds to the mutually overlapping part of each slate tile (3), and this In this state, the portion of the face plate portion (12) close to the rear side eave side molded portion (13) can be supported from the back side by the rising support portion (32) of the front side ridge side molded portion (14), It is preferable to reduce the load applied to this face plate portion (12).

そして、n1記構成による横葺き屋根板(11)を用い
、既設の屋根構造(^)上に対して新設の屋根構造(1
3)を葺き上げるのには、前記したように、個々のスレ
ート瓦(3)を、その端部相互がオーバーラツプするよ
うにして葺き上げた既設の屋根構造(^)にあって、ま
ず、前段側のスレート瓦(3)上に、同前段側に対応す
る横葺き屋根板(11)の面板部(12)を直接、載置
させると共に、その棟側成形部(14)での挿入係合部
(3])の折り返した突き当て外面(31a)を、後段
側のスレート瓦(3)でのオーバーラツプによって段差
とされている面方の端面(3a)に対し、比較的強目に
突き当てN位置決めさせる。
Then, using the horizontal roof plate (11) having the n1 configuration, a new roof structure (1) is installed on the existing roof structure (^).
In order to roof 3), as mentioned above, the existing roof structure (^) is made of individual slate tiles (3) with their ends overlapping each other. The face plate part (12) of the horizontal roof board (11) corresponding to the previous stage side is directly placed on the side slate tile (3), and the ridge side molded part (14) is inserted and engaged. The folded abutment outer surface (31a) of the part (3]) is abutted relatively firmly against the end face (3a) of the surface that is stepped due to the overlap with the slate tile (3) on the rear side. Position N.

従って、この突き当て操作に伴ない、たとえ、この後段
側のスレート瓦(3)にずれ、傾きなどを生じていたと
しても、これが正規の位置に正されて本来の所定位置に
復元されると共に、その位置からの徒らな移動、つまり
、ずれ作用を効果的に規制することになり、また同時に
、このときの操作で、前段側のスレート瓦(3)面に接
する棟側成形部(14)での面板部(12)に対して、
段差間隔([)分だけ隔てられている取付は部(33)
が、これらの面段側、後段側での各スレート瓦(3)の
相互のオーバーラツプ部分(3b)上に位置されるため
に、この取付は部(33)を下方に比較的強目に押し付
けるようにして、適宜、タッピングネジなどの止着↓(
(C)により屋根下地材(2)に止着させることにより
、こSでも、この取付は部(33)のIL着操作、ひい
ては、面板部(12)を含む横葺き屋根板(11)の取
付は固定に伴ない、たとえ、これらの前段側、後段側の
各スレート瓦(3)自体が反り返っていたとしても、こ
れを−L方から押圧して可及的に正規の位置に正すよう
に保持でゝ、併せて、これらの後段側、前段側の各m体
屋根瓦の屋根下地材(2)の面上からの剥離作用を効果
的に規制し得るのである。
Therefore, even if the slate tile (3) on the latter side is shifted or tilted due to this butting operation, it will be corrected to its normal position and restored to its original predetermined position. , This effectively restricts unnecessary movement from that position, that is, the shearing effect, and at the same time, this operation also removes the ridge side molding part (14) that is in contact with the front side slate tile (3) surface. ) with respect to the face plate part (12),
Installations separated by the step interval ([) are part (33)
However, since the slate tiles (3) are located on the mutually overlapping portions (3b) of the slate tiles (3) on the side and rear side, this installation forces the portions (33) downward relatively forcefully. As appropriate, fasten the tapping screws etc.↓(
By fixing it to the roof base material (2) using (C), this installation can also be performed by the IL attaching operation of part (33), and by extension, the horizontal roof plate (11) including the face plate part (12). Due to the installation, even if the front and rear slate tiles (3) are warped, press them from the -L direction to correct them to their normal positions as much as possible. At the same time, it is possible to effectively control the peeling action of each of the m-shaped roof tiles on the rear side and the front side from the surface of the roof base material (2).

続いて、このような状態で取付は固定されている面段側
横罫き屋根板(11)の棟側成形部(14)に対して、
こわを覆うように後段側での横葺き屋根板(11)の軒
側成形部(I3)を上方から被嵌させ、前者の挿入係合
部(31)に後者の圧接挿入片部(23)を挿入係合さ
せると共に、こ\でもまた、前記と同様にして、挿入係
合部(31)での突き当て外面(31a)によるさらに
次の後段側のスレート瓦(3)の段差端面(3a)への
突き当て位置決めと、各スレート瓦(3)の相互のオー
バーラツプ部分(3b)上でのI(l。
Next, in this state, the installation is fixed on the ridge side molded part (14) of the horizontally ruled roof board (11) on the side step side.
The eave side molded part (I3) of the horizontal roof board (11) on the rear side is fitted from above so as to cover the stiffness, and the press-fitted insertion piece part (23) of the latter is inserted into the insertion engagement part (31) of the former. At the same time, in the same manner as described above, the step end surface (3a) of the next succeeding slate tile (3) is caused by the abutting outer surface (31a) of the insertion engaging portion (31). ) and I(l) on the mutually overlapping part (3b) of each slate tile (3).

付は部(33)の屋根下地材(2)への取付は固定とを
それぞれになし、以上の操作を繰り返すことにより、既
設の屋根構造(A)での屋根面を構成している個々のス
レート瓦(3)の面上に、各列対応の横葺き屋根板(1
1)をそれぞれに密着させて、これらを既存の屋根下地
材(2)面に押圧保持するように葺き上げ、これによっ
て所期通りに新設の屋根構造(B)を構成し得るのであ
る。
By attaching the attachment part (33) to the roof base material (2) and fixing it respectively, and repeating the above operations, the individual parts that make up the roof surface of the existing roof structure (A) can be fixed. On the surface of the slate tile (3), place horizontal roofing plates (1
1) are brought into close contact with each other and roofed so as to press and hold them against the surface of the existing roof base material (2), thereby constructing the new roof structure (B) as expected.

従って、前記のように既設の屋根構造(A)上に新設の
屋根構造(B)を葺き上げた状態では、既設の屋根構造
(A)でのすべてのスレート瓦(3)が、その個々列に
対応して隣接係合された横葺き屋根板(11)により、
既存の屋根下地材(2)上に押圧保持されると共に、個
々列毎に止着されることになるもので、このように前段
側から後段側へ隣接相互間で順次に係合連繋されて一体
的に葺き上げられる各列対応の横葺き屋根板(11)で
は、対応する個々のスレート瓦(3)に対して、挿入係
合部(31)から立ち七がり部(32)にかけての折り
返し折曲部分による弾性の付与に伴なった面板部(12
)の強力な接圧がなされ、かつまた、突き当て外面(3
1a)による突き当て規制と、取付は部(33)での止
着具(C)による取付は固定とがなされ、結果的には、
既設の屋根構造(八)に強固に一体化された新設の屋根
構造(B)を作業性よく極めて容易に葺き上げることが
できるのである。
Therefore, when a new roof structure (B) is roofed on the existing roof structure (A) as described above, all the slate tiles (3) in the existing roof structure (A) are in their individual rows. By the horizontal roofing plates (11) which are engaged adjacently in accordance with the
It is pressed and held onto the existing roof base material (2) and fixed in each row, and in this way, the adjacent ones are sequentially engaged and connected from the front side to the rear side. In the horizontal roofing boards (11) for each row that are integrally roofed, the folds from the insertion engagement part (31) to the rising part (32) are made for each corresponding slate tile (3). The face plate part (12
) strong contact pressure is applied to the abutting outer surface (3).
1a) and the mounting is fixed using the fixing tool (C) at the mounting part (33), resulting in the following:
The new roof structure (B), which is firmly integrated with the existing roof structure (8), can be roofed extremely easily with good workability.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように、この発明によれば、建築物の屋根
下地材上に、スレート瓦などの個々の単体屋根瓦を、少
なくとも端部相互が所定の重なり幅でオーバーラツプさ
れて段差端面を形成するように、所定の軒棟方向ピッチ
間隔で一連に葺き上げてなる屋根構造を有し、この既設
の屋根構造上に、横葺き屋根構造を新設するために用い
る横葺き屋根板において、軒棟方向ピッチ間隔に対応し
た断面幅で、面板部の一側部に軒側成形部、他側部に棟
側成形部をそれぞれに形成させると共に、相互に隣接さ
れる棟側成形部に対して、軒側成形部を被嵌係合し得る
ようにさせ、かつ少なくとも軒側成形部には、後段側で
の単体屋根瓦の段差端面に突き当てる突き当て外面と、
この突き当て外面との間に単体屋根瓦の厚さに対応する
段差間隔を隔て>、R州側、?&段州側各段の単体屋根
瓦のオーバーラツプ部分−ヒに配され、このオーバーラ
ツプ部分を通して、止着具により前記屋根下地材に止着
される取付は部とをそれぞれに形成したから、既設の屋
根構造での前段側単体屋根瓦の面上に、前段側となる横
葺き屋根板の面板部を載置させ、かつその突き当て外面
を後段側単体屋根瓦の段差端面に突き当てることで、こ
の後段側単体屋根瓦の軒棟方向の移動、つまり、ずれな
どの作用を規制でゝ、また同時に、この操作に伴なって
、これらの後段側、前段側の各単体屋根瓦の重ね合され
たオーバーラツプ部分上に、この前段調横罫き屋根板の
取付は部が位置されるため、同オーバーラツプ部分を通
してこの取付は部を止着具で既存の屋根下地材に止着さ
せることで、これらの後段側、前段側の各単体屋根瓦の
剥離作用を規制できるのであり、さらに、この状態にお
いて、面段側横罫き屋根板の棟側成形部に、後段側単体
屋根瓦に対応される後段側の横葺き屋根板の軒側成形部
を被嵌係合させ、この操作を順次に繰り返すことによっ
て、各段毎の単体屋根瓦の面上に、直接、対応する各段
毎の横葺き屋根板を、強固がっ一体的に結合させて所期
通りに葺き上げ得るのである。
As detailed above, according to the present invention, individual single roof tiles such as slate tiles are overlapped with each other by a predetermined overlap width at least at their ends to form a stepped end surface on a roof base material of a building. It has a roof structure that is raised in a series at a predetermined pitch interval in the eave ridge direction, and in the horizontal roof plate used to install a new horizontal roof structure on the existing roof structure, the eave ridge With a cross-sectional width corresponding to the directional pitch interval, an eave-side molded part and a ridge-side molded part are formed on one side of the face plate and the ridge-side molded part on the other side, and for the ridge-side molded parts that are adjacent to each other, The eave-side molded part is capable of being fitted and engaged, and at least the eave-side molded part has an abutment outer surface that abuts against the step end surface of the single roof tile on the rear side;
A step interval corresponding to the thickness of the single roof tile is placed between this abutting outer surface and the R state side. & The overlapping part of the single roof tile of each tier on the danshu side is arranged at the overlap part-H, and through this overlap part, the mounting part is fixed to the roof base material by the fastening tool. By placing the face plate part of the horizontal roof plate on the front side on the surface of the single roof tile on the front side in the roof structure, and by abutting its abutting outer surface against the stepped end surface of the single roof tile on the rear side, This controls the movement of the rear single roof tile in the direction of the eaves, that is, the effects such as displacement, and at the same time, this operation also prevents the rear and front single roof tiles from overlapping each other. Since the parts for installing the front horizontal crease roof panels are located on the overlapping part, the parts can be attached to the existing roof base material through the overlap part using fasteners. It is possible to control the peeling action of the individual roof tiles on the rear side and the front side, and furthermore, in this state, the ridge molding part of the horizontally ruled roof board on the face side is applied to the single roof tile on the rear side. By fitting and engaging the eave side molding of the horizontal roofing board on the later stage and repeating this operation in sequence, the horizontal roofing of each corresponding stage can be directly applied to the surface of the single roof tile of each stage. The roof sheets can be firmly and integrally connected and roofed as desired.

そして、このように既設の屋根構造上に葺き上げられる
新設の屋根構造においては、実質的に既存の単体屋根瓦
の表面部を、この横葺き屋根板によって覆うだけの構成
であるために、得られる屋根構造全体の厚さが、従来の
二重構造に比較して充分に薄くなるばかりか、個々列の
各単体屋根瓦に対して、個々列の各横葺き屋根板を対応
させ、かつまた、特に前段側と後段側との各単体屋根瓦
の重ね合せ部では、この横葺き屋根板を用いることで、
その突き当て外面による突き当て規制と、取付は部での
止着具による取付は固定とを、段差間隔を隔て工併用で
きるから、外観体裁を損なう惧れのないのは勿論のこと
、あらためて金属垂木などの介在を必要とせずに、簡単
な構成によって既設、新設各屋根構造の極めて強力な一
体化が可能になり、また、その重量についても、充分に
軽量化を図ることができるのである。
In a new roof structure that is built on top of an existing roof structure, the surface of the existing single roof tile is essentially covered by the horizontal roofing sheets, so it is advantageous. Not only is the thickness of the entire roof structure sufficiently thinner than that of a conventional double structure, but also each horizontal roof plate in an individual row corresponds to each single roof tile in an individual row. By using this horizontal roofing board, especially in the area where individual roof tiles overlap on the front and rear sides,
It is possible to control the abutment by the outer surface of the abutment and fix the attachment with the fastening tool at the mounting part, which can be used in conjunction with the step interval, so there is no risk of damaging the external appearance, and there is no need to worry about damaging the appearance of the metal. With a simple structure, existing and new roof structures can be extremely strongly integrated without the need for rafters or the like, and the weight can also be significantly reduced.

また、この横葺き屋根板においては、軒側成形部にあっ
て、面板部の一側部を下方に折曲して垂下させた前縁部
と、この前縁部の下端縁を内側に折曲延長させた圧接挿
入片部とを形成させ、かつ棟側成形部にあって、面板部
の他側部を上方内側に折り返して折曲部分の外側を突き
当て外面にすると共に、内側に後段側での圧接挿入片部
を挿入係合し得るようにした挿入係合部と、この挿入係
合部を再度、上方外側に折り返して立ち上げ、必要に応
じて後段側での面板部の一側部を内側から支持する立ち
Lがり支持部と、面板部との間に単体屋根瓦のノアさに
対応した段差間隔を隔てS、この立ち上がり支持部の下
端部を外側に折曲延長させた取付は部とを形成させるこ
とで、航段側単体屋根瓦の面上にあって、前段調横罫き
屋根板の面板部を載置させると共に、その突き当て外面
を後段側単体屋根瓦の段差端面に突き当てた状態で、前
者棟側成形部を上方から覆うようにして、後者軒側成形
部を嵌挿させ、かつ挿入係合部に圧接挿入片部を挿入係
合するだけの極めて簡単かつ容易な一操作で、前段調横
罫き屋根板の棟側成形部に対する後段側横罫き屋根板の
軒側成形部の被嵌係合を作業性よく行なうことがでゝ、
このようにして各段の横葺き屋根板により、対応する各
段それぞれの単体屋根瓦のずれなどを完全に規制した状
態で、この単体屋根瓦の面上に密着性よく一体的に葺き
上げ得るもので、しかも、この横葺き屋根板自体につい
ても、その構成が頗る簡単で、ロールフォーミングなど
により容易に成形でゝ、安価に提供し得るなどの優れた
特長を有するものである。
In addition, in this horizontal roof board, there is a front edge part in the eave side molding part where one side of the face plate part is bent downward and hangs down, and the lower edge of this front edge part is folded inward. At the ridge side molding part, the other side of the face plate part is folded upwardly and inwardly, and the outside of the bent part is abutted to make the outer surface, and the rear part is formed inside. The insertion engaging part that can be inserted and engaged with the pressure welding insertion piece part on the side, and this insertion engaging part are again folded upward and outward to stand up, and if necessary, the face plate part on the rear side is inserted. A step interval S corresponding to the roughness of the single roof tile is provided between the standing L rising support part that supports the side part from the inside and the face plate part, and the lower end of this rising support part is bent and extended to the outside. The installation is done by forming a part on the surface of the single roof tile on the navigation stage side, and placing the face plate part of the horizontally ruled roof plate on the front stage, and also attaching the outer surface of the abutted part to the surface of the single roof tile on the rear stage side. In a state where the former ridge side molded part is covered from above while it is in contact with the step end surface, the latter eave side molded part is inserted and inserted, and the pressure welding insertion piece part is inserted and engaged with the insertion engagement part. With one simple and easy operation, the eave side molding part of the rear horizontally ruled roof board can be fitted and engaged with the ridge side molding part of the first stage horizontally ruled roof board with good workability.
In this way, by using the horizontal roofing boards of each tier, it is possible to completely control the displacement of the single roof tiles of each corresponding tier, and to make it possible to roof the roof tiles integrally with good adhesion on the surface of the single roof tiles. Furthermore, this horizontal roofing board itself has excellent features such as being extremely simple in construction, easily molded by roll forming, etc., and can be provided at low cost.

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

第1図はこの発明の一実施例による横葺き屋根構造を既
設の屋根構造に適用した状態の概要を模式的に示す縦断
面図、第2図は同上横葺き屋根構造の要部の詳細を拡大
して示す断面斜視図、第3図は同上横葺き屋根構造に用
いる横葺き屋根板を取り出して示す斜視図であり、また
、第4図および第5図は従来の各別個による横葺き屋根
構造を既設の屋根構造に通用した状態の概要を模式的に
示すそれぞれに縦断面図である。 (A)・・・・既設の屋根構造、(1)・・・・木質垂
木、(2)・・・・下地材、(3)・・・・スレート瓦
(単体屋根瓦)、(3a)・・・・瓦端部相互のオーバ
ーラツプされた段差端面、(3b)・・・・オーバーラ
ツプ部分。 (J2)・・・・重なり幅、(p)・・・・軒棟方向ピ
ッチ間隔(p)。 (B)・・・・新設の屋根構造、(11)・・・・横葺
き屋根板、(12)・・・・面板部、(13)・・・・
軒側成形部、(14)・・・・棟側成形部。 (21)・・・・軒側成形部の前縁部、(22)・・・
・下端縁部、(23)・・・・圧接挿入片部、(24)
・・・・縁曲げ部。 (31)・・・・棟側成形部の挿入係合部、(31a)
・・・・突き当て外面、(32)・・・・立ち上がり支
持部、(33)・・・・取付は部、(34)・・・・縁
曲げ部。 (1)・・・・面板部に対する棟側成形部での取付は部
の段差間隔。 (C)・・・・タッピングネジなどの土着貝。 第 図
Fig. 1 is a longitudinal cross-sectional view schematically showing the outline of a horizontally-roofed roof structure according to an embodiment of the present invention applied to an existing roof structure, and Fig. 2 shows details of the main parts of the same horizontally-roofed roof structure. FIG. 3 is an enlarged cross-sectional perspective view, and FIG. 3 is a perspective view showing a horizontal roof plate used in the same horizontal roof structure as above, and FIGS. Each of them is a vertical sectional view schematically showing an outline of a state in which the structure is applicable to an existing roof structure. (A) Existing roof structure, (1) Wooden rafters, (2) Base material, (3) Slate tile (single roof tile), (3a) . . . Overlapping stepped end faces of tile ends, (3b) . . . Overlapping portion. (J2)...Overlapping width, (p)...Pitch interval in the eave ridge direction (p). (B)...New roof structure, (11)...Horizontal roof plate, (12)...Face plate, (13)...
Eave side molding part, (14)...ridge side molding part. (21)...Front edge of eave side molding, (22)...
・Lower edge, (23)... Pressure insertion piece, (24)
...Edge bending part. (31)... Insertion engagement part of ridge side molded part, (31a)
...Abutting outer surface, (32)...Rising support part, (33)...Mounting part, (34)...Edge bending part. (1)...The mounting of the ridge side molded part to the face plate part is at the step interval. (C)...Indigenous shellfish such as self-tapping screws. Diagram

Claims (2)

【特許請求の範囲】[Claims] (1)建築物の屋根下地材上に、スレート瓦などの個々
の単体屋根瓦を、少なくとも端部相互が所定の重なり幅
でオーバーラップされて段差端面を形成するように、所
定の軒棟方向ピッチ間隔で一連に葺き上げてなる屋根構
造を有し、この既設の屋根構造上に、横葺き屋根構造を
新設するために用いる横葺き屋根板であつて、前記軒棟
方向ピッチ間隔に対応した断面幅で、面板部の一側部に
軒側成形部、他側部に棟側成形部をそれぞれに形成させ
ると共に、相互に隣接される棟側成形部に対して、軒側
成形部を被嵌係合し得るようにさせ、かつ少なくとも前
記軒側成形部には、後段側での前記単体屋根瓦の段差端
面に突き当てる突き当て外面と、この突き当て外面との
間に単体屋根瓦の厚さに対応する段差間隔を隔てゝ、前
段側、後段側各段での単体屋根瓦のオーバーラップ部分
上に配され、このオーバーラップ部分を通して、止着具
により前記屋根下地材に止着される取付け部とをそれぞ
れに形成したことを特徴とする屋根構造における横葺き
屋根板。
(1) Place individual roof tiles, such as slate tiles, on the roof base material of a building in a predetermined eave direction so that at least their ends overlap each other with a predetermined overlap width to form a stepped end surface. It has a roof structure made up of a series of roofs at pitch intervals, and is a horizontal roof board used for installing a new horizontal roof structure on the existing roof structure, which corresponds to the pitch interval in the eave direction direction. In the cross-sectional width, an eave-side molded part is formed on one side of the face plate and a ridge-side molded part is formed on the other side, and the eave-side molded part is covered with the ridge-side molded parts that are adjacent to each other. At least the eave-side molded part has an abutting outer surface that abuts against the step end surface of the single roof tile on the rear side, and a portion of the single roof tile between the abutting outer surface and the abutting outer surface. It is placed on the overlapping part of the single roof tiles on the front side and the back side, separated by a step interval corresponding to the thickness, and is fixed to the roof base material by a fastener through this overlap part. 1. A horizontal roofing board for a roof structure, characterized in that a mounting portion is formed on each side.
(2)軒側成形部には、面板部の一側部を下方に折曲し
て垂下させた前縁部と、この前縁部の下端縁を内側に折
曲延長させた圧接挿入片部とを形成させ、棟側成形部に
は、面板部の他側部を上方内側に折り返して折曲部分の
外側を突き当て外面にすると共に、内側に後段側での圧
接挿入片部を挿入係合し得るようにした挿入係合部と、
この挿入係合部を再度、上方外側に折り返して立ち上げ
、必要に応じて後段側での面板部の一側部を内側から支
持する立ち上がり支持部と、面板部との間に単体屋根瓦
の厚さに対応した段差間隔を隔てゝ、この立ち上がり支
持部の下端部を外側に折曲延長させた取付け部とを形成
させてなる請求項1に記載の屋根構造における横葺き屋
根板。
(2) The eave side molding part includes a front edge part that is made by bending one side of the face plate part downward and hanging down, and a press-fitting insertion piece part that is made by bending the lower edge of this front edge inward and extending it. The other side of the face plate part is folded upward and inward, and the outside of the bent part is abutted against the outer surface of the molded part on the ridge side. an insertion engagement portion that can be fitted together;
This insertion engagement part is again folded upward and outward to stand up, and if necessary, a single roof tile can be placed between the face plate and the rising support part that supports one side of the face plate on the rear stage side from the inside. 2. The horizontal roof plate for a roof structure according to claim 1, further comprising an attachment portion formed by bending and extending the lower end of the rising support portion outward, separated by a step interval corresponding to the thickness.
JP63196046A 1988-08-08 1988-08-08 Side-roof shingles for thatched roofs in roof structures Expired - Fee Related JPH0686756B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63196046A JPH0686756B2 (en) 1988-08-08 1988-08-08 Side-roof shingles for thatched roofs in roof structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63196046A JPH0686756B2 (en) 1988-08-08 1988-08-08 Side-roof shingles for thatched roofs in roof structures

Publications (2)

Publication Number Publication Date
JPH0247455A true JPH0247455A (en) 1990-02-16
JPH0686756B2 JPH0686756B2 (en) 1994-11-02

Family

ID=16351295

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63196046A Expired - Fee Related JPH0686756B2 (en) 1988-08-08 1988-08-08 Side-roof shingles for thatched roofs in roof structures

Country Status (1)

Country Link
JP (1) JPH0686756B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5624601A (en) * 1994-10-20 1997-04-29 Shin-Etsu Chemical Co., Ltd. Silacyclohexane compounds, a liquid crystal composition comprising the same and a liquid crystal device comprising the composition
JP2000017786A (en) * 1998-06-30 2000-01-18 Ig Tech Res Inc Modifying structure for new-material file roof
KR20160006125A (en) * 2015-07-22 2016-01-18 (주)로자 Metal shingle contain clay mixture and manufacturing method of this

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58150648A (en) * 1982-03-03 1983-09-07 株式会社 アイジ−技術研究所 Execution of exterior
JPS58195657A (en) * 1982-05-08 1983-11-14 株式会社アイジー技術研究所 Construction of roof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58150648A (en) * 1982-03-03 1983-09-07 株式会社 アイジ−技術研究所 Execution of exterior
JPS58195657A (en) * 1982-05-08 1983-11-14 株式会社アイジー技術研究所 Construction of roof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5624601A (en) * 1994-10-20 1997-04-29 Shin-Etsu Chemical Co., Ltd. Silacyclohexane compounds, a liquid crystal composition comprising the same and a liquid crystal device comprising the composition
JP2000017786A (en) * 1998-06-30 2000-01-18 Ig Tech Res Inc Modifying structure for new-material file roof
KR20160006125A (en) * 2015-07-22 2016-01-18 (주)로자 Metal shingle contain clay mixture and manufacturing method of this

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Publication number Publication date
JPH0686756B2 (en) 1994-11-02

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