JPH0650576Y2 - Repair roof - Google Patents
Repair roofInfo
- Publication number
- JPH0650576Y2 JPH0650576Y2 JP1988041010U JP4101088U JPH0650576Y2 JP H0650576 Y2 JPH0650576 Y2 JP H0650576Y2 JP 1988041010 U JP1988041010 U JP 1988041010U JP 4101088 U JP4101088 U JP 4101088U JP H0650576 Y2 JPH0650576 Y2 JP H0650576Y2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- shaped
- folded plate
- valley
- support member
- 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 - Lifetime
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、既設スレート屋根をそのままにして、その上
から新設折板状屋根を強固に葺成できる補修屋根に関す
る。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a repair roof in which an existing slate roof can be left as it is and a new folded plate-like roof can be firmly formed on the roof.
従来より既設スレート屋根が存在しているが、これらが
長期の使用により、老朽化したり、或は脆くなったりし
て、雨水が室内に浸入するようになると、新たな屋根に
葺き替える必要が生じ、その既設スレート屋根全体を撤
去して新たな屋根に葺き替えていた。There are existing slate roofs from the past, but if they become aged or fragile due to long-term use and rainwater enters the room, it will be necessary to switch to a new roof. , The entire existing slate roof had been removed and replaced with a new roof.
この撤去に際しては、会社，工場等では、撤去時に塵埃
等がたちこめたり、取り外した屋根板等種々の部品が落
下したり、雨天の場合には室内が漏れるため、設備品、
製品等の保護のため、テント，天幕等を敷かなければな
らず、さらには、会社，工場等の仕事又は操業を一旦中
断しなければならず、会社，工場に与える損失，損害も
甚大であった。At the time of this removal, at the company, factory, etc., dust etc. may be trapped at the time of removal, various parts such as the removed roof plate may fall, and the room may leak in the case of rain, so equipment parts,
In order to protect the products, etc., tents, awnings, etc. must be laid, and further, the work or operation of the company, factory, etc. must be interrupted once, and the loss and damage to the company, factory can be enormous. It was
また、体育館の床面は、雨に漏れると、競技中等にスリ
ップ事故が多発したり、或いはその床面が反ったりして
公式競技が不可能になること等から天幕等を敷くことは
必須であった。何れの場合にも既設屋根の撤去に手間と
時間を要し、さらには、会社，工場等の業務，作業等を
停止させるのみならず、新たな屋根に葺き替えるのに施
工日数が増加し、施工費が割高になる等の欠点等があ
り、解決すべき課題があった。If the floor of the gymnasium leaks to the rain, slip accidents will occur frequently during competition, or the floor will warp, making it impossible to officially compete. there were. In any case, it takes time and effort to remove the existing roof, and further, not only stop the work and work of the company, factory, etc., but also increase the number of construction days to switch to a new roof, There were drawbacks such as high construction costs, and there were problems to be solved.
そこで考案者は、上記課題等を解決すべく鋭意，研究を
重ねた結果、その考案を、門形部の幅方向両端下部に谷
形取付部を形成した支持具の両谷形取付部それぞれを、
適宜の角度傾斜した既設スレート屋根の勾配方向に略直
交するように設置した構造材の直上位置の弧状谷部上に
載置し、且つ両谷形取付部それぞれを前記弧状谷部及び
構造材に固着具にて固着し、前記既設スレート屋根の勾
配方向を向いて設けた複数の支持具間に亘って縦支持材
を架設し、該縦支持材上に上部支持具を適宜の間隔をお
いて固着し、山部と底部とからなる新設折板状屋根の長
手方向を前記構造材の長手方向と略平行になるように
し、その新設折板状屋根の山部を上部支持具にて支持葺
成した補修屋根としたことにより、老朽化した既設スレ
ート屋根を撤去せず、そのままにして、その上から容易
に新設折板状屋根を葺成することができ、上記課題を解
決したものである。Therefore, as a result of earnest studies and researches to solve the above-mentioned problems, the inventor has found that the inventor has decided to use both trough-shaped mounting portions of a supporting tool in which trough-shaped mounting portions are formed at the lower ends in the width direction of the gate-shaped portion. ,
Placed on an arcuate trough directly above the structural material installed so as to be substantially orthogonal to the slope direction of the existing slate roof with an appropriate angle inclination, and each trough-shaped mounting part on the arcuate trough and the structural material. A vertical support member is laid between the plurality of support members that are fixed by a fixing device and that are provided in the slope direction of the existing slate roof, and upper support members are provided on the vertical support member at appropriate intervals. It is fixed so that the longitudinal direction of the new folded plate roof consisting of the mountain portion and the bottom portion is substantially parallel to the longitudinal direction of the structural material, and the mountain portion of the newly folded plate roof is supported by the upper support. Due to the repair roof made, the old slate roof that has deteriorated is not removed, and a new folded plate-shaped roof can be easily roofed from above, and the above problems have been solved. .
以下、本考案の実施例を第１図乃至第11図に基づいて説
明する。An embodiment of the present invention will be described below with reference to FIGS.
Ａは既設スレート屋根であって、その断面が略サインカ
ーブ状の波形に形成されている。該既設スレート屋根Ａ
の断面の中立軸ｃ−ｃ（第４図参照）より上側を弧状山
部１とし、下側を弧状谷部２と称する。また、その既設
スレート屋根Ａは、母屋等の構造材３上に葺成されてい
る。その既設スレート屋根Ａの構成する単位スレート屋
根材は、実際には、長手方向が約１間（約1.8m）のもの
が、水下側より、水上側に向かって順次重合されつつ葺
成されている。具体的には、その単位スレート屋根材の
端部の重合箇所が、構造材３の直上になるようにしてボ
ルト等にて構造材３に固着されている。さらに、そのス
レート屋根材の弧状谷部２自体の長手方向と、構造材３
とは略直交するようにして葺成されており、その弧状谷
部２自体の長手方向が、既設スレート屋根Ａの勾配方向
となっているのが一般である。また、場合によっては、
その弧状谷部２自体の長手方向と、構造材３とがある角
度（例えば、約30度等）をなすこともある。また、既設
スレート屋根Ａの勾配は、適宜の角度（約30度内外）傾
斜した屋根勾配をなしている。A is an existing slate roof, the cross section of which is formed into a substantially sine-curve corrugated shape. The existing slate roof A
The upper side of the neutral axis c-c (see FIG. 4) of the section is referred to as an arcuate crest 1 and the lower side thereof is referred to as an arcuate trough 2. Further, the existing slate roof A is roofed on a structural material 3 such as a purlin. The unit slate roofing material that constitutes the existing slate roof A is actually one with a longitudinal direction of about 1 (about 1.8 m), which is roofed while being sequentially polymerized from the water side toward the water side. ing. Specifically, the overlapping portion of the end portion of the unit slate roof material is fixed to the structural material 3 with bolts or the like so as to be directly above the structural material 3. Furthermore, the longitudinal direction of the arcuate valley portion 2 itself of the slate roof material and the structural material 3
Are generally orthogonal to each other, and the longitudinal direction of the arcuate valley portion 2 itself is generally the gradient direction of the existing slate roof A. Also, in some cases,
The longitudinal direction of the arcuate valley portion 2 itself and the structural material 3 may form an angle (for example, about 30 degrees). Further, the slope of the existing slate roof A has a roof slope inclined at an appropriate angle (inside and outside about 30 degrees).
Ｂは支持具であって、門形部４の幅方向両端の下端箇所
に谷形取付部5,5が形成されている。その門形部４は、
頂面4aの両端より側片4b,4bが形成され、該側片4b,4bの
下端より谷形取付部5,5が形成されている。該谷形取付
部5,5は、前記既設スレート屋根Ａの弧状谷部２箇所に
載置されるものであって、該弧状谷部２と略同等の形状
に形成されている。具体的には、その弧状谷部２と同じ
形状の凹形円弧状に形成されたり（第４図参照）、又は
その谷形取付部５が水平板片と傾斜状片とで略有底Ｖ字
形状の谷形として形成されることもある（第６図参
照）。Reference numeral B is a support, and valley-shaped mounting portions 5, 5 are formed at lower end portions of both ends of the gate-shaped portion 4 in the width direction. The portal 4
Side pieces 4b, 4b are formed from both ends of the top surface 4a, and valley-shaped mounting portions 5, 5 are formed from lower ends of the side pieces 4b, 4b. The valley-shaped mounting portions 5, 5 are placed at two arcuate valley portions of the existing slate roof A, and are formed in a shape substantially similar to the arcuate valley portion 2. Specifically, it may be formed in the shape of a concave arc having the same shape as the arcuate valley portion 2 (see FIG. 4), or the valley-shaped mounting portion 5 may be a bottom plate composed of a horizontal plate piece and an inclined piece. It may be formed as a V-shaped valley (see FIG. 6).
その既設スレート屋根Ａの弧状谷部２箇所上に、支持具
Ｂの谷形取付部5,5が載置され、且つ載置箇所が構造材
３の略直上となるようにして、谷形取付部5,5がボル
ト，ドリルビス等の固着具６にて構造材３に固着されて
いる。その谷形取付部５と既設スレート屋根Ａの弧状谷
部２との間には、合成樹脂，ゴム等のクッション材等が
介在されて、取付箇所が水密的に葺成施工されることも
ある。The valley-shaped mounting portions 5, 5 of the support tool B are placed on the two arc-shaped valley portions of the existing slate roof A, and the mounting locations are almost directly above the structural material 3 so that the valley-shaped mounting is performed. The parts 5, 5 are fixed to the structural material 3 by fixing tools 6 such as bolts and drill screws. Between the valley-shaped mounting portion 5 and the arc-shaped valley portion 2 of the existing slate roof A, a cushion material such as synthetic resin or rubber may be interposed, and the mounting location may be watertightly roofed. .
７は縦支持材であって、長尺をなし、前記既設スレート
屋根Ａの勾配方向を向いて設けた複数の支持具B,B,…間
に亘って架設されている。具体的には、縦支持材７の断
面は正方形状をなしている。また、第７図に示すように
断面Ｃ形状、或いは、第８図に示すように断面Ｉ形状等
の実施例も存在しており、支持具Ｂの門形部４上に載置
可能で、後述する上部支持具９を取りつけることができ
るものであれば、その形状は限定されない。Reference numeral 7 denotes a vertical support member, which is long and is installed over a plurality of support members B, B, ... Which are provided in the slope direction of the existing slate roof A. Specifically, the vertical support member 7 has a square cross section. In addition, there are examples in which the cross-section has a C-shape as shown in FIG. 7, or the cross-section has an I-shape as shown in FIG. The shape is not limited as long as the upper support 9 described later can be attached.
その縦支持材７を支持具B,B,…間に亘って固着するの
に、第４図，第５図等に示すように、門形部４の頂面4a
両側に立設した立上り取付片4c,4c間に、縦支持材７が
挿入載置され、ボルト・ナット８にて固着されている。
また、その縦支持材７を支持具Ｂに固着するのに、第６
図乃至第８図に示すように、溶着することもある。In order to fix the vertical support member 7 between the support tools B, B, ..., As shown in FIG. 4 and FIG.
A vertical support member 7 is inserted and placed between the rising attachment pieces 4c, 4c which are provided upright on both sides, and fixed by bolts and nuts 8.
In addition, in order to fix the vertical support member 7 to the support tool B, a sixth
It may be welded as shown in FIGS.
その縦支持材７上には、適宜の間隔をおいて、上部支持
具9,9,…が固着されている。該上部支持具９は、帯板で
傾いた山形状や（第５図等参照）或いは一般の山形状
（第11図参照）等をなしている。Upper support members 9, 9, ... Are fixed on the vertical support member 7 at appropriate intervals. The upper support 9 has a mountain shape inclined with a strip plate (see FIG. 5 etc.) or a general mountain shape (see FIG. 11).
Ｃは新設折板状屋根であって、各種のタイプのものが存
在し、山部10と底部11とが交互に形成されている。その
第１実施例の新設折板状屋根Ｃは、第２図，第11図に示
すように、両端部に被嵌合部10a,10aを有した新設折板
状屋根板C1とキャップ材C2にて形成されている。また、
新設折板状屋根Ｃの他の実施例では、第９図に示すよう
に、新設折板状屋根板C1のみにて構成され、下馳部10b,
上馳部10c各々が新設折板状屋根板C1の端部に設けら
れ、隣接する新設折板状屋根板C1,C1の下馳部10bに、上
馳部10cが馳締されて施工される馳締タイプのものであ
ったり、或いは、第10図に示すように、新設折板状屋根
板C1のみにて構成され、該新設折板状屋根板C1,C1の山
部10,10同士が重合されるタイプのもの等が存在してい
る。C is a new folded plate roof, of which there are various types, and mountain portions 10 and bottom portions 11 are alternately formed. The new folded plate roof C of the first embodiment is, as shown in FIG. 2 and FIG. 11, a new folded plate roof C 1 having fitted parts 10a, 10a at both ends and a cap member. It is formed of C 2 . Also,
In another embodiment of the new folded plate-shaped roof C, as shown in FIG. 9, it is constituted only by the new folded plate-shaped roof plate C 1 , and the lower roof portion 10b,
Upper馳部10c each provided at the end of the new folded plate roof plate C 1, the new folded plate roof plate C 1, under the C 1馳部10b adjacent the upper馳部10c is馳締or be of馳締type that is construction, or, as shown in FIG. 10, is constituted by only newly folded plate roof plate C 1, the new folded plate roof plate C 1, C 1 mountain There is a type in which the parts 10 and 10 are polymerized with each other.
そして、上部支持具9,9,…上には、新設折板状屋根Ｃが
葺成されている。第１図，第11図に示すように、該新設
折板状屋根Ｃを構成する新設折板状屋根板C1が嵌合タイ
プのときには、上部支持具９に吊子12が設けられ、該吊
子12に隣接する新設折板状屋根板C1,C1の被嵌合部10a,1
0aが対向するように載置され、吊子12の舌片12a,12aが
その被嵌合部10a,10aに巻着されてキャップ材C2が被嵌
され、新設折板状屋根Ｃが施工されている。A new folded plate-shaped roof C is provided on the upper support members 9, 9, .... As shown in FIG. 1 and FIG. 11, when the new folding plate-shaped roof plate C 1 that constitutes the new folding plate-shaped roof C is a fitting type, the upper support member 9 is provided with the hanger 12, Fitted parts 10a, 1 of the new folded plate-like roof plate C 1 , C 1 adjacent to the suspension 12
0a is mounted to face, tongue 12a of the retaining clips 12, 12a are the fitted portion 10a, is wound around the 10a cap material C 2 is fitted on, new folded plate roof C is construction Has been done.
また、第９図に示すように、新設折板状屋根Ｃを構成す
る新設折板状屋根板C1が馳締タイプのときには、上部支
持具９に馳締用吊子13を設けて、該馳締用吊子13に隣接
する新設折板状屋根板C1,C1の下馳部10b、上馳部10cを
馳締して新設折板状屋根Ｃが施工されている。Further, as shown in FIG. 9, when the new folding plate-shaped roof plate C 1 that constitutes the new folding plate-shaped roof C is a fastening type, the upper support member 9 is provided with a fastening hook 13 and A new folded plate-shaped roof C is constructed by clamping the lower and upper roof portions 10b and 10c of the new folded plate-shaped roof plates C 1 and C 1 adjacent to the suspension member 13 for fastening the roof.
さらに、第10図に示すように、重合タイプのときには、
上部支持具９上にて、隣接する新設折板状屋根板C1,C1
の山部10,10を重合させ、該山部10,10の頂面に上部支持
具９のボルト等の固着具9aを貫通させて固着されてい
る。新設折板状屋根Ｃの底部11は、縦支持材７の支持頂
面7a上に載置されることもある（第11図参照）。実際に
は、数mm乃至数cmの間隔をおいて葺成されるのが一般で
ある。Furthermore, as shown in FIG. 10, in the case of the polymerization type,
On the upper support 9, adjacent new folded plate-shaped roof plates C 1 , C 1
The ridges 10 and 10 are overlapped with each other, and the tops of the ridges 10 and 10 are fixed by penetrating a fixing tool 9a such as a bolt of the upper support tool 9. The bottom portion 11 of the new folded plate-shaped roof C may be placed on the support top surface 7a of the vertical support member 7 (see FIG. 11). In practice, it is generally made at intervals of several mm to several cm.
以上の新設折板状屋根Ｃの山部10の長手方向は、前記縦
支持材７の長手方向と略直交しており、その縦支持材７
が適宜の勾配をなしている場合には、通称横葺きの屋根
が施工される。The longitudinal direction of the mountain portion 10 of the new folded plate-shaped roof C described above is substantially orthogonal to the longitudinal direction of the vertical support member 7.
If it has an appropriate slope, a so-called thatched roof will be constructed.
本考案においては、門形部４の幅方向両端下部に谷形取
付部5,5を形成した支持具Ｂの両谷形取付部5,5それぞれ
を、適宜の角度傾斜した既設スレート屋根の勾配方向に
略直交するように設置した構造材３の直上位置の弧状谷
部２上に載置し、且つ両谷形取付部5,5それぞれを前記
弧状谷部２及び構造材３の固着具9aにて固着し、既設ス
レート屋根Ａの勾配方向を向いて設けた複数の支持具B,
B,…間に亘って縦支持材７を架設し、該縦支持材７上に
上部支持具９を適宜の間隔をおいて固着し、山部10と底
部11からなる新設折板状屋根Ｃの長手方向を前記構造材
３の長手方向と略平行になるようにし、その新設折板状
屋根Ｃの山部10を上部支持具９にて支持葺成した補修屋
根としたことにより、第１に既設スレート屋根Ａの老朽
化が進んでいても，その既設スレート屋根Ａを破損させ
ることなく、新設折板状屋根Ｃが葺成でき、第２にその
補修屋根全体を著しく強固にできるし、第３に撤去処理
の必要がなく工場等が稼動状態のまま補修（改修）がで
き、第４に断熱効果が優れ，結露発生の防止等ができ、
第５に既設スレート屋根Ａとは全く異なった新設折板状
屋根Ｃを敷設することで、屋根イメージを従来とは全く
変わったものにできる等の効果を奏する。In the present invention, the slopes of the existing slate roof in which the valley-shaped mounting portions 5 and 5 of the support tool B in which the valley-shaped mounting portions 5 and 5 are formed at the lower ends of the gate-shaped portion 4 in the width direction are inclined at appropriate angles. It is placed on the arcuate valley portion 2 at a position directly above the structural material 3 installed so as to be substantially orthogonal to the direction, and the two valley-shaped mounting portions 5, 5 are respectively attached to the arcuate valley portion 2 and the fixture 9a for the structural material 3. A plurality of supporting members B fixed to the existing slate roof A in a slope direction,
B, ... A vertical supporting member 7 is laid across the space, and an upper supporting member 9 is fixed on the vertical supporting member 7 at an appropriate interval, and a new folded plate-shaped roof C having a mountain portion 10 and a bottom portion 11 is provided. By making the mountain direction 10 of the new folded plate-shaped roof C supported by the upper supporting member 9 to be substantially parallel to the longitudinal direction of the structural member 3, Even if the existing slate roof A is deteriorated, the new folded plate roof C can be roofed without damaging the existing slate roof A, and secondly, the entire repair roof can be significantly strengthened, Third, there is no need for removal treatment, and repairs (repairs) can be done while factories are still in operation.
Fifth, by laying a new folded plate-shaped roof C which is completely different from the existing slate roof A, the roof image can be made completely different from the conventional one.
まず、本考案では、既設スレート屋根Ａの老朽化が進ん
で、且つ既設スレート屋根Ａが脆い状態になったとして
も、その改修（補修屋根）の取付基礎箇所は、支持具Ｂ
の両谷形取付部5,5それぞれを、構造材３の直上位置の
弧状谷部２上載置し、且つ両谷形取付部5,5それぞれを
前記弧状谷部２及び構造材３に固着具9aにて固着されて
おり、これがため、脆い状態でも、特に垂直荷重に対し
ては、その既設スレート屋根Ａの単位スレート屋根材を
極めて破損しにくく強固に施工できる効果がある。First, in the present invention, even if the existing slate roof A is deteriorated and the existing slate roof A is in a fragile state, the mounting base portion for the repair (repair roof) is the support fixture B.
The two trough-shaped mounting portions 5 and 5 are placed on the arc-shaped trough portion 2 immediately above the structural member 3, and the double-valley-shaped mounting portions 5 and 5 are fixed to the arc-shaped trough portion 2 and the structural member 3. Since it is fixed at 9a, even if it is brittle, the unit slate roofing material of the existing slate roof A is extremely resistant to breakage and can be firmly installed even under a vertical load.
さらに、本考案では、適宜の角度傾斜した既設スレート
屋根Ａの勾配方向を向いて設けた複数の支持具B,B,…間
に亘って縦支持材７を架設したので、屋根が傾斜して支
持具Ｂに倒れようとする回転モーメントが作用して、そ
の既設スレート屋根Ａの単位スレート屋根材に亀裂等を
発生させようとする力が作用しても、その支持具B,B相
互が、強固になる縦支持材７にて固着されており、その
ような回転モーメントの発生を防止し、既設スレート屋
根Ａの破損防止が、一層好適にできる利点がある。Further, in the present invention, since the vertical support member 7 is laid across the plurality of support tools B, B, ... provided in the inclination direction of the existing slate roof A inclined at an appropriate angle, the roof is inclined. Even if a rotational moment that tends to fall on the support tool B acts and a force that causes a crack or the like to act on the unit slate roof material of the existing slate roof A acts, the support tools B and B are Since it is fixed by the vertical supporting member 7 which becomes strong, there is an advantage that the generation of such a rotation moment can be prevented and the damage of the existing slate roof A can be more suitably prevented.
また、その縦支持材７は、同時に縦母屋又は縦梁として
の役割をなし、該縦支持材７に直接に新設折板状屋根Ｃ
を葺成するため、構成を簡単にできる利点もある。さら
に、その縦支持材７の任意の位置に上部支持具９を設け
ると、新設折板状屋根Ｃの葺成ピッチは任意のものにで
き、しかも横葺として葺成でき、これによって、屋根等
のバリエーションを種々のものにできる等の利点があ
る。さらに、新設折板状屋根Ｃの長手方向は、既設スレ
ート屋根Ａの勾配方向と略直交しており、外観的に平行
なる段が多数形成されたものであり、外観的に極めて新
規且つ優美にできる。In addition, the vertical support member 7 simultaneously functions as a vertical purlin or a vertical beam, and a new folded plate roof C is directly attached to the vertical support member 7.
Since it is made up of, there is also an advantage that the configuration can be simplified. Further, by providing the upper support tool 9 at an arbitrary position of the vertical support member 7, the roof pitch of the new folded plate-shaped roof C can be made arbitrary and can be made as a horizontal roof, whereby a roof or the like can be obtained. There is an advantage that various variations can be made. Further, the longitudinal direction of the new folded plate-shaped roof C is substantially orthogonal to the slope direction of the existing slate roof A, and a large number of steps that are parallel in appearance are formed, which makes the appearance very new and elegant. it can.
以上のように、極めて脆くなった老朽化した既設スレー
ト屋根Ａをそのままにしつつ、新設折板状屋根Ｃを簡易
且つ迅速に施工でき、しかも、その老朽化した既設スレ
ート屋根Ａの破損を防止した所に最大の効果がある。As described above, the old slate roof A that has become extremely brittle can be left as it is, and the new folded plate-shaped roof C can be easily and quickly installed, and damage to the existing slate roof A that has deteriorated has been prevented. It has the maximum effect.
また、既設スレート屋根Ａの上に新設折板状屋根板Ｃを
敷設することで、その間に空隙部が形成されると、これ
が断熱層の役割をなし、断熱性能を向上させ、結露発生
を最小限にできる効果も奏する。Further, when a new folded plate-shaped roof plate C is laid on the existing slate roof A, and a void is formed between them, this serves as a heat insulating layer, which improves heat insulating performance and minimizes the occurrence of dew condensation. It also has the effect of being limited.
さらに、本考案では、既設スレート屋根Ａをそのままに
して補修（改修）するため、建築物（工場，会社，体育
館等）の機能を損なうことなく施工できる利点も当然に
奏する。Further, in the present invention, since the existing slate roof A is repaired (repaired) as it is, there is naturally an advantage that it can be constructed without impairing the function of the building (factory, company, gymnasium, etc.).
以上は、屋根についての説明であるが、急勾配等の既設
スレート壁について施工しても同様の効果を奏するもの
である。The above is the description of the roof, but the same effect can be obtained even if the existing slate wall having a steep slope is constructed.
図面は本考案の実施例を示すものであって、その第１図
は本考案の略示平面図、第２図は第１図のII−II矢視断
面図、第３図は本考案の施工途中の平面図、第４図は第
３図のIV−IV矢視断面図、第５図は上部支持具付きの縦
支持材の取付状態の斜視図、第６図は支持具の正面図、
第７図，第８図は主要部材の縦断正面図、第９図乃至第
11図は本考案の別の実施例の縦断正面図である。 Ａ…既設スレート屋根、２…弧状谷部、 ３…構造材、Ｂ…支持具、 ４…門形部、５…谷形取付部、 ７…縦支持材、９…上部支持具、 9a…固着具、10…山部、 11…底部、Ｃ…新設折板状屋根。FIG. 1 shows an embodiment of the present invention. FIG. 1 is a schematic plan view of the present invention, FIG. 2 is a sectional view taken along the line II--II of FIG. 1, and FIG. A plan view during construction, FIG. 4 is a sectional view taken along the line IV-IV of FIG. 3, FIG. 5 is a perspective view of a vertical support member with an upper support attached, and FIG. 6 is a front view of the support. ,
7 and 8 are vertical front views of main members, and FIGS.
FIG. 11 is a vertical sectional front view of another embodiment of the present invention. A ... Existing slate roof, 2 ... Arc-shaped trough, 3 ... Structural material, B ... Supporting tool, 4 ... Gate-shaped section, 5 ... Valley-shaped mounting section, 7 ... Vertical support, 9 ... Upper support, 9a ... Fixing Tool, 10… Mountain part, 11… Bottom part, C… New folded plate roof.
Claims (1)
成した支持具の両谷形取付部それぞれを、適宜の角度傾
斜した既設スレート屋根の勾配方向に略直交するように
設置した構造材の直上位置の弧状谷部上に載置し、且つ
両谷形取付部それぞれを前記弧状谷部及び構造材に固着
具にて固着し、前記既設スレート屋根の勾配方向を向い
て設けた複数の支持具間に亘って縦支持材を架設し、該
縦支持材上に上部支持具を適宜の間隔をおいて固着し、
山部と底部からなる新設折板状屋根の長手方向を前記構
造材の長手方向と略平行になるようにし、その新設折板
状屋根の山部を上部支持具にて支持葺成したことを特徴
とした補修屋根。1. Each of the two valley-shaped mounting portions of a support having a valley-shaped mounting portion formed at both lower ends of the gate-shaped portion in the width direction is installed so as to be substantially orthogonal to the slope direction of an existing slate roof inclined at an appropriate angle. Placed on the arcuate trough directly above the structural material, and by fixing both trough-shaped mounting parts to the arcuate trough and the structural material with fasteners, provided facing the slope direction of the existing slate roof. A vertical support member is installed over a plurality of support members, and an upper support member is fixed on the vertical support member at an appropriate interval,
The longitudinal direction of the new folded plate-shaped roof consisting of the mountain portion and the bottom portion is made substantially parallel to the longitudinal direction of the structural material, and the mountain portion of the newly-formed folded plate-shaped roof is supported by the upper support. The characteristic repair roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988041010U JPH0650576Y2 (en) | 1988-03-30 | 1988-03-30 | Repair roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988041010U JPH0650576Y2 (en) | 1988-03-30 | 1988-03-30 | Repair roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01150715U JPH01150715U (en) | 1989-10-18 |
| JPH0650576Y2 true JPH0650576Y2 (en) | 1994-12-21 |
Family
ID=31267462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1988041010U Expired - Lifetime JPH0650576Y2 (en) | 1988-03-30 | 1988-03-30 | Repair roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0650576Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6122359B2 (en) * | 2013-07-12 | 2017-04-26 | 奥地建産株式会社 | Fixing bracket for roof top article installation |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5715950U (en) * | 1980-06-30 | 1982-01-27 | ||
| JPS6041418U (en) * | 1983-08-30 | 1985-03-23 | 株式会社淀川製鋼所 | Re-thatched roof |
-
1988
- 1988-03-30 JP JP1988041010U patent/JPH0650576Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01150715U (en) | 1989-10-18 |
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