JPH01271567A - Repair of roof - Google Patents
Repair of roofInfo
- Publication number
- JPH01271567A JPH01271567A JP9931388A JP9931388A JPH01271567A JP H01271567 A JPH01271567 A JP H01271567A JP 9931388 A JP9931388 A JP 9931388A JP 9931388 A JP9931388 A JP 9931388A JP H01271567 A JPH01271567 A JP H01271567A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- corrugated slate
- bottom portion
- slate
- slate roof
- 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
Links
- 239000010454 slate Substances 0.000 claims abstract description 55
- 230000000630 rising effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、既設の波形スレート屋根をそのままにして、
その上から新設屋根を葺成することができる補修屋根に
関する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention enables the construction of an existing corrugated slate roof while leaving the existing corrugated slate roof as is.
This invention relates to a repaired roof on which a new roof can be constructed.
従来より、波形状のスレートの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、或いは腐食
したりして、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し、その既設屋根を撤去し
て新たな屋根に葺き替えしていた。Traditionally, corrugated slate roofs have existed,
If these become dilapidated or corroded after long-term use, allowing rainwater to enter the room, it will be necessary to replace the roof with a new one. The roof was being reroofed.
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、取り外した溝板等積々の部品が落下し
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55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。During this removal, it is important to protect equipment, products, etc. at companies, factories, etc., as dust may accumulate during removal, piles of parts such as removed groove plates may fall, and the interior may leak in case of rain. Therefore, it was necessary to set up a tent roof 55, etc., and furthermore, the work or operation of companies, factories, etc. had to be temporarily suspended, and the losses and damages inflicted on companies and factories were enormous.
また、体育館では、その床面ば、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゛やから天幕等
を敷くことは必須であった。In addition, in gymnasiums, if the floor surface leaks from rain, many slip accidents occur during competitions, or the floor surface warps, making it impossible to hold official competitions. It was essential to lay a
また、−C住宅においては、居住のまま葺き替え作業を
行うと、雨に障られる可能性もあって、撤去した箇所は
、その日の内に新たな屋根葺成を行わなければならず、
作業に一貫性がなく、面倒で作業能率が悪い欠点があっ
た。In addition, in -C houses, if reroofing work is carried out while the residence is still occupied, there is a possibility that it will be damaged by rain, and the removed areas must be replaced with a new roof on the same day.
The disadvantage was that the work was inconsistent, cumbersome, and inefficient.
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2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があった。In either case, it takes time and effort to remove the existing roof,
Furthermore, there were disadvantages such as not only halting business operations at companies, factories, etc., but also increasing the number of days required to install a new roof and making the construction cost relatively high.
〔課題を解決するための手段] そこで本発明は、上記課題を解決すべく、鋭意。[Means to solve the problem] Therefore, the present invention has been devised to solve the above problems.
研究を重ねた結果、その発明を、円弧状の谷部と円弧状
の山部とが交互に連続する既設の波形スレート屋根の谷
部に、所定間隔をおいて支持具を固着し、円弧状底部と
山形部とを有し、且つその円弧状底部の曲率を前記波形
スレート屋根の谷部の曲率よりも小さく形成し、幅方向
の両端に連結用屈曲部を形成した新設屋根板の円弧状底
部を、波形スレート屋根の谷部に!!置して新設屋根板
を波形スレート屋根上に併設し、隣接する新設屋根板の
対向する連結用屈曲部を固着して新設屋根を葺成した補
修屋根したことにより、既設の波形スレート屋根をその
ままにして、その上から新設屋根を葺成することができ
、前記課題を解決したものである。As a result of repeated research, the invention was developed by fixing supports at predetermined intervals to the valleys of an existing corrugated slate roof, in which arc-shaped valleys and arc-shaped peaks continue alternately. An arc-shaped newly installed roof board having a bottom portion and a chevron-shaped portion, the curvature of the arc-shaped bottom portion being smaller than the curvature of the valley portion of the corrugated slate roof, and connecting bent portions formed at both ends in the width direction. The bottom is in the valley of the corrugated slate roof! ! The new roof was installed on top of the corrugated slate roof, and the opposing connecting bends of the adjacent new roof sheets were fixed, and the new roof was covered with the repaired roof, allowing the existing corrugated slate roof to remain as it was. Then, a new roof can be built on top of it, which solves the problem mentioned above.
[実施例]
以下、本発明の実施例を第1図乃至第7図に基づいて説
明する。[Example] Hereinafter, an example of the present invention will be described based on FIGS. 1 to 7.
Aは既設の波形スレート屋根であって、スレー1〜材に
より形成され、円弧状の山部lと円弧状の谷部2とが交
互に略サインカーブ状をなして連続形成されている。こ
こで、山部lと谷部2とは、第2図に示すように中立軸
c−cの上側を山部l、下側を谷部2と称する。A is an existing corrugated slate roof, which is made of slates 1 to 1, and has arc-shaped peaks l and arc-shaped valleys 2 that are alternately formed in a continuous substantially sine curve shape. Here, as shown in FIG. 2, the upper side of the neutral axis cc is referred to as the crest l, and the lower side is referred to as the trough 2.
Bは新設屋根であって、複数の新設屋根板B。B is a newly installed roof, and B is a plurality of newly installed roof boards.
より構成されている。該新設屋根板B1は、山形部3と
円弧状底部4とが交互に連続形成され、且つその最外端
側の山形部3の頂部箇所外端より連結用屈曲部5.5が
形成されている(第3図参照)。It is composed of The new roof board B1 has chevron portions 3 and arcuate bottom portions 4 formed in succession alternately, and a connecting bent portion 5.5 is formed from the outer end of the top portion of the chevron portion 3 on the outermost side. (See Figure 3).
その新設屋根板B、は、第2図、第3図に示すように、
3つの山形部3,3.・・・より構成され、その両外側
の山形部3,3の頂部箇所より連結用屈曲部5,5が形
成された実施例の他に、第4図に示すように4つ以上の
山形部3.3.・・・より構成されることもある。これ
らの場合、その両外側の山形部3.3は中央側の約半分
程度の分割した形状をなしている。また、円弧状底部4
は、第2図に示すように、その曲率R1が既設の波形ス
レート屋根Aの谷部2の曲率R2よりも小さくなるよう
に形成されている。具体的には、円弧状底部4の略中心
箇所が谷部2の表面に接触可能となっている。また、山
形部3は、波形スレート屋根Aの山部1よりも高く形成
されており、新設屋根板B1の山形部3を下方に押圧す
ることによって山形部3が外方に開き、図示するように
円弧状底部4が谷部2の中心箇所に接触することができ
るように構成されている。The newly installed roof board B, as shown in Figures 2 and 3,
Three chevron parts 3, 3. . . . In addition to the embodiment in which connecting bent portions 5, 5 are formed from the top portions of the chevron portions 3, 3 on both outer sides, four or more chevron portions as shown in FIG. 3.3. ...may consist of more than one. In these cases, the chevron portions 3.3 on both outer sides have a shape divided into about half of the center side. In addition, the arcuate bottom 4
is formed so that its curvature R1 is smaller than the curvature R2 of the valley portion 2 of the existing corrugated slate roof A, as shown in FIG. Specifically, a substantially central portion of the arcuate bottom portion 4 can come into contact with the surface of the valley portion 2 . Moreover, the chevron portion 3 is formed higher than the chevron portion 1 of the corrugated slate roof A, and by pressing the chevron portion 3 of the newly installed roof board B1 downward, the chevron portion 3 opens outward, as shown in the figure. The arcuate bottom portion 4 is configured to be able to come into contact with the center of the valley portion 2 at the same time.
或いは、山形部3が僅かに外方に開き気味のときには、
後述する支持具Cに新設屋根板B、を取りつけることに
より、山形部3が適当に幅方向に縮められ、円弧状底部
4が谷部2に接触することができる。Alternatively, when the chevron portion 3 is slightly open outward,
By attaching the new roof plate B to a support C, which will be described later, the chevron portion 3 is appropriately shortened in the width direction, and the arcuate bottom portion 4 can come into contact with the valley portion 2.
連結用屈曲部5は、水平状片5aの外端より立上り片5
bが形成され、該立上り片5bの上端より内方下向きに
傾斜片5cが形成されている。該II f、1片5cの
下端より立上り片5b側に折り返し端縁5dが形成され
ている。The connecting bent portion 5 is a piece 5 that rises from the outer end of the horizontal piece 5a.
b is formed, and an inclined piece 5c is formed downwardly inward from the upper end of the rising piece 5b. A folded edge 5d is formed on the rising piece 5b side from the lower end of the second piece 5c.
B2はキャップ材であって、上面部6の幅方向両端に嵌
合部7が形成されている。B2 is a cap material, and fitting portions 7 are formed at both ends of the upper surface portion 6 in the width direction.
Cは支持具であって、支持上部8と支持下部9とより構
成されている。支持上部8は、断面偏平谷形の弧状支持
底部8aの幅方向両端より立上り側部8b、8bが形成
され、該立上り側部8b、8bの上端より外方下向きに
舌片8c、8cが形成されている。その立上り側部8b
、8bの前後方向の両端より外方に折り返し片8d、8
dが形成されている。その支持下部9は、断面偏平谷形
の弧状支持底部9aの幅方向両端より支持側部9b。Reference numeral C denotes a support device, which is composed of an upper support portion 8 and a lower support portion 9. The support upper part 8 has side parts 8b, 8b rising from both ends in the width direction of an arcuate support bottom 8a having a flat valley-shaped cross section, and tongue pieces 8c, 8c extending outward and downward from the upper ends of the rising side parts 8b, 8b. has been done. Its rising side 8b
, 8b, the folded pieces 8d, 8 are folded outward from both ends in the front and back direction.
d is formed. The support lower part 9 extends from both ends in the width direction of the arcuate support bottom part 9a having a flat valley-shaped cross section to support side parts 9b.
9bが形成され、該支持側部9b、9bの上端より外方
に、水平状の支持頂部9c、9cが屈曲形成されている
。その弧状支持底部8a、9aは、路間等の曲率半径を
なし、且つ前記既設の波形スレート屋根Aの谷部2の曲
率半径と同等又はこれより僅かに小径となるように構成
されている。9b is formed, and horizontal support top portions 9c, 9c are bent outward from the upper ends of the support side portions 9b, 9b. The arcuate support bottom portions 8a, 9a have a radius of curvature similar to that of a roadway, and are configured to have a radius of curvature equal to or slightly smaller than the radius of curvature of the valley portion 2 of the existing corrugated slate roof A.
そして支持上部8は支持下部9の内部に内装され、支持
下部9の支持側部9b、9bが、支持下部9の立上り側
部8b、8bに形成された折り返し片8d、8dにて係
止されて、双方が重合状態に設けられている。このとき
、その支持下部9の立上り側部8b、8bは、その上半
分が上方に露出している。このように構成されるのは、
下地となる既設の波形スレート屋根Aは、所定長さで、
これが長平方向(例えば、軒先側から線側)に、複数が
端部で重合されつつ、取りつけられているが、実際には
、その長手方向の単位スレート屋根板をみると、蛇行し
て取りつけられており、この蛇行を補正するために、支
持下部9に対して支持上部8の立上り側部8b、8bの
上方及び舌片8c、8cが適宜左右方向にずれるように
して取付可能に設けられているものである。The support upper part 8 is installed inside the support lower part 9, and the support side parts 9b, 9b of the support lower part 9 are locked with the folded pieces 8d, 8d formed on the rising side parts 8b, 8b of the support lower part 9. Both are in a polymerized state. At this time, the upper half of the rising side portions 8b, 8b of the lower support portion 9 is exposed upward. Configured like this,
The existing corrugated slate roof A that serves as the base is of a specified length,
A plurality of these are attached in a longitudinal direction (for example, from the eaves side to the line side), overlapping at the ends, but in reality, when looking at the unit slate roof panels in the longitudinal direction, they are attached in a meandering manner. In order to correct this meandering, the upper side parts 8b, 8b of the upper support part 8 and the tongue pieces 8c, 8c are installed so as to be shifted in the left and right direction as appropriate with respect to the lower support part 9. It is something that exists.
まず、支持具Cが、既設の波形スレート屋根Aの谷部2
に、同屋根の幅方向に所定間隔をおいて載置され、且つ
母屋等の構造材10の略直上に位置し、その支持具Cの
弧状支持底部8a、9aが1′リルビス等の固着具11
にて構造材10に固着されている。First, the support C is attached to the trough 2 of the existing corrugated slate roof A.
The support C is placed at a predetermined interval in the width direction of the same roof, and is located almost directly above the structural member 10 such as the main building, and the arcuate support bottoms 8a and 9a of the support C are attached to fixing devices such as 1' lil screws. 11
It is fixed to the structural member 10 at.
次いで新設屋根板B、が、隣接する支持具C1C間に載
rされ、円弧状底部4が谷部2の表面」ユに接触する。Next, the newly installed roof board B is placed between the adjacent supports C1C, and the arcuate bottom part 4 contacts the surface of the valley part 2.
即ち、山形部3を隔てて隣接する円弧状底部4.4の間
隔がこれらに対応する波形スレート屋根Aの谷部2.2
の間隔と等しくない場合に、隣接する支持具C2Cによ
って山形部3が幅方向に縮められたり、或いは広げられ
たりして、円弧状底部4が谷部2に接触できる構成とな
っている。That is, the interval between the adjacent arcuate bottom portions 4.4 across the chevron portion 3 corresponds to the trough portion 2.2 of the corrugated slate roof A.
When the interval is not equal to the distance between the two sides, the chevron portion 3 is shortened or widened in the width direction by the adjacent support C2C, so that the arcuate bottom portion 4 can come into contact with the valley portion 2.
[発明の効果〕
本発明においては、円弧状の谷部2と円弧状の山部lと
が交互に連続する既設の波形スレート屋根への谷部2に
、所定間隔をおいて支持具Cを固着し、円弧状底部4と
山形部3とを有し、且つその円弧状底部4の曲率を前記
波形スレート屋根Aの谷部2の曲率よりも小さく形成し
、幅方向の両端に連結用屈曲部5.5を形成した新設屋
根板B。[Effects of the Invention] In the present invention, supports C are installed at predetermined intervals in the troughs 2 of an existing corrugated slate roof where the arc-shaped troughs 2 and the arc-shaped crests l continue alternately. It is fixedly fixed and has an arcuate bottom portion 4 and a chevron portion 3, and the curvature of the arcuate bottom portion 4 is smaller than the curvature of the valley portion 2 of the corrugated slate roof A, and connecting bends are provided at both ends in the width direction. Newly installed roof board B forming part 5.5.
の円弧状底部4を、波形スレート屋根Aの谷部2にi5
!置して新設屋根板B、を波形スレート屋根A上に併設
し、隣接する新設屋根板B、、B、の対向する連結用屈
曲部5,5を固着して新設屋根Bを葺成した補修屋根と
したことにより、まず第1に円弧状底部4が既設の波形
スレート屋mAの谷部2に当接し、強固な新設屋根Bと
することができ、第2に断熱効果に勝れ、第3に既設の
波形スレート屋根Aを撤去する必要がない等の効果を奏
する。i5 to the trough 2 of the corrugated slate roof A.
! Repair work in which a new roof board B is placed on top of the corrugated slate roof A, and the opposing connecting bends 5, 5 of the adjacent new roof boards B are fixed to form the new roof B. By making it into a roof, firstly, the arcuate bottom part 4 comes into contact with the valley part 2 of the existing corrugated slate roof mA, making it possible to create a strong new roof B, and secondly, it has excellent heat insulation effect. 3. It is advantageous that there is no need to remove the existing corrugated slate roof A.
これらの効果について詳述すると、まず、その新設屋根
板B1の円弧状底部4と山形部3とを有しているため、
新設屋根板B、は、幅方向に適宜伸縮可能となり、幅調
整可能に設けられているし、また、新設屋fIBの新設
屋根板B1の円弧状底部4の曲率は、その既設の波形ス
レート屋根Aの谷部2の曲率よりも小さいことから、前
述のように伸縮可能であると、円弧状底部4は幅方向に
ズしても、円弧状底部4の位置は、既設の波形スレート
屋根Aの谷部2内の何れかの位置となり、その円弧状底
部4の下面が谷部2上に接触するようになり、波形スレ
ート屋根Aの老朽化が進んで、且つ波形スレート屋根A
が脆い状態になったとしても、その波形スレート屋根A
を破損しにくく、強固にできる効果がある。To explain these effects in detail, first, since the newly installed roof board B1 has the arc-shaped bottom part 4 and the chevron-shaped part 3,
The new roof board B can be expanded and contracted as needed in the width direction, and the width can be adjusted. Also, the curvature of the arcuate bottom 4 of the new roof board B1 of the new building fIB is the same as that of the existing corrugated slate roof. Since the curvature of the valley portion 2 of A is smaller than the curvature of the trough portion 2 of A, even if the arcuate bottom portion 4 shifts in the width direction, the position of the arcuate bottom portion 4 will be the same as that of the existing corrugated slate roof A. The lower surface of the arcuate bottom 4 comes into contact with the valley 2, and the corrugated slate roof A has progressed in deterioration, and the corrugated slate roof A
Even if the corrugated slate roof becomes brittle, the corrugated slate roof A
It has the effect of making it harder to damage and stronger.
即ち、新設屋根板B、の円弧状底部4と山形部3とが形
成されていることと、新設屋根Bの新設屋根板B、の円
弧状底部4の曲率は、その既設の波形スレート屋根への
谷部2の曲率よりも小さいこととが相乗的に作用して、
スレート等の既設の波形スレート屋根Aの谷部2の葺成
ピッチが多少ずれていることがあっても、新設屋根板B
、の円弧状底部4下面全長に亘って、波形スレート屋根
への谷部2上に葺成でき、極めて整然として葺成できる
のみならず、強固に葺成できる効果がある。That is, the arcuate bottom 4 and chevron portion 3 of the new roof board B are formed, and the curvature of the arcuate bottom 4 of the new roof board B is similar to that of the existing corrugated slate roof. The fact that the curvature of the valley part 2 is smaller than that works synergistically,
Even if the roofing pitch of the valley part 2 of the existing corrugated slate roof A is slightly off, the new roof board B
can be roofed over the entire length of the lower surface of the arcuate bottom 4 of the corrugated slate roof over the troughs 2 of the corrugated slate roof, and not only can the roofing be done in an extremely orderly manner, but it can also be roofed strongly.
以上のように、老朽化して極めて脆(なった既設の波形
スレート屋根Aをそのままにしつつ、新設屋根Bを節易
且つ迅速に施工でき、しかも、その老朽化した波形スレ
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, it is possible to easily and quickly construct a new roof B while leaving the existing corrugated slate roof A, which has become extremely brittle, as it is, and to prevent damage to the aging corrugated slate roof A. The greatest effect is achieved where it is done.
また、第6図、第7図に示すように、その新設屋根板B
1の円弧状底部4と山形部3との幅方向ピンチが異なっ
ても、即ち、既設の波形スレート屋mAの谷部2と山部
1とのピッチよりも新設屋根板B、の円弧状底部4と山
形部3とのピッチが小さく形成されても(第6図参照)
、葺成時に広げるようにして葺成できるし、また、既設
の波形スレート屋根Aの谷部2と山部1とのピッチより
も新設屋根板B、の円弧状底部4と山形部3とのピンチ
が大きく形成されても(第7図参照)、葺成時に圧縮す
るようにして葺成できる利点があり、下側の既設の波形
スレート屋根Aの任意のピッチに対応できる。In addition, as shown in Figures 6 and 7, the newly installed roof board B
Even if the pinch in the width direction between the arcuate bottom portion 4 and the chevron portion 3 of the roof board B is different, that is, the pitch of the arcuate bottom portion of the new roof board B is smaller than the pitch between the valley portions 2 and the peak portions 1 of the existing corrugated slate roof mA. Even if the pitch between 4 and the chevron 3 is formed small (see Fig. 6)
, the pitch between the arcuate bottom part 4 and the peak part 3 of the new roof board B is smaller than the pitch between the valley part 2 and the peak part 1 of the existing corrugated slate roof A. Even if the pinch is large (see Fig. 7), there is an advantage that the roof can be compressed during roofing, and it can correspond to any pitch of the existing corrugated slate roof A on the lower side.
また、波形スレート屋根Aの上に新設屋根B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。In addition, by laying the new roof B on top of the corrugated slate roof A, if a void is formed between them, this will act as a heat insulating layer, improving the heat insulation performance and minimizing the occurrence of condensation. Also plays.
さらに、本考案では、既設の波形スレート屋根Δをその
ままにして補修(改修)するため、建築物(工場、会社
2体育館等)の機能を損なうことtり<施工できる利点
も当然に奏する。Furthermore, in the present invention, since the existing corrugated slate roof Δ is repaired (renovated) as it is, it naturally has the advantage that it can be constructed without impairing the function of the building (factory, company gymnasium, etc.).
また、新設屋根Bは、種々のものが選択でき、屋根イメ
ージを従来とは全く変わったものにできることの効果も
大きい。Moreover, the new roof B can be selected from various types, and the ability to create a roof image that is completely different from the conventional one has a great effect.
図面は本発明の実施例を示すものであって、その第1図
は本発明の略示平面図、第2図は第1図のTI−n矢視
断面図、第3図は新設屋根板の斜視図、第4図は支持具
の斜視図、第5図は新設屋根板の別の実施例の正面図、
第6図、第7図は本発明を構成する新設屋根板の作用状
態を示す正面図である。
A・・・波形スレート屋根、1・・・・・・山部、2・
・・・・・谷部、 B・・・・・・新設屋根、
B、・・・・・・新設屋根板、 3・・・・・・山形
部、4・・・・・・円弧状底部、 5・・・・・・連
結用屈曲部、C・・・・・・支持具。The drawings show an embodiment of the present invention, in which Fig. 1 is a schematic plan view of the invention, Fig. 2 is a sectional view taken along the TI-n arrow in Fig. 1, and Fig. 3 is a newly installed roof board. FIG. 4 is a perspective view of the support, FIG. 5 is a front view of another embodiment of the newly installed roof shingle,
FIG. 6 and FIG. 7 are front views showing the operating state of the newly installed roof board constituting the present invention. A...Corrugated slate roof, 1...Mountain part, 2.
...Tanibe, B...New roof,
B... Newly installed roof board, 3... Angular section, 4... Arc-shaped bottom, 5... Connection bending section, C... ...Support.
Claims (1)
既設の波形スレート屋根の谷部に、所定間隔をおいて支
持具を固着し、円弧状底部と山形部とを有し、且つその
円弧状底部の曲率を前記波形スレート屋根の谷部の曲率
よりも小さく形成し、幅方向の両端に連結用屈曲部を形
成した新設屋根板の円弧状底部を、波形スレート屋根の
谷部に載置して新設屋根板を波形スレート屋根上に併設
し、隣接する新設屋根板の対向する連結用屈曲部を固着
して新設屋根を葺成したことを特徴とした補修屋根。(1) Supports are fixed at predetermined intervals to the valleys of an existing corrugated slate roof, in which arc-shaped valleys and arc-shaped peaks are arranged alternately, and the arc-shaped bottom and peaks are formed. The arcuate bottom of the new roof plate is formed so that the curvature of the arcuate bottom is smaller than the curvature of the valley of the corrugated slate roof, and connecting bends are formed at both widthwise ends of the corrugated slate roof. This repaired roof is characterized in that a new roof is installed on a corrugated slate roof by placing the new roof in the valley, and the opposing connecting bends of the adjacent new roof are fixed to form the new roof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63099313A JP2730011B2 (en) | 1988-04-23 | 1988-04-23 | Repair roof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63099313A JP2730011B2 (en) | 1988-04-23 | 1988-04-23 | Repair roof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01271567A true JPH01271567A (en) | 1989-10-30 |
JP2730011B2 JP2730011B2 (en) | 1998-03-25 |
Family
ID=14244150
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63099313A Expired - Lifetime JP2730011B2 (en) | 1988-04-23 | 1988-04-23 | Repair roof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2730011B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5402572A (en) * | 1993-07-23 | 1995-04-04 | Nci Building Systems, L.P. | Apparatus and method for retrofitting a metal roof |
US5855101A (en) * | 1993-07-23 | 1999-01-05 | Nci Building Systems, Inc. | Apparatus for retrofitting a metal roof |
JP2016070038A (en) * | 2014-10-02 | 2016-05-09 | 元旦ビューティ工業株式会社 | Roof structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62107024U (en) * | 1985-12-26 | 1987-07-08 |
-
1988
- 1988-04-23 JP JP63099313A patent/JP2730011B2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62107024U (en) * | 1985-12-26 | 1987-07-08 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5402572A (en) * | 1993-07-23 | 1995-04-04 | Nci Building Systems, L.P. | Apparatus and method for retrofitting a metal roof |
US5855101A (en) * | 1993-07-23 | 1999-01-05 | Nci Building Systems, Inc. | Apparatus for retrofitting a metal roof |
JP2016070038A (en) * | 2014-10-02 | 2016-05-09 | 元旦ビューティ工業株式会社 | Roof structure |
Also Published As
Publication number | Publication date |
---|---|
JP2730011B2 (en) | 1998-03-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4541217A (en) | Double row shingle alignment fixture | |
US5005323A (en) | Apparatus for securing a roofing support spacer to underlying support structures | |
US2522067A (en) | Joining strip for metal shingles | |
RU2196867C2 (en) | Holding clamp for tight fixing of building structure passing through roof in roof | |
GB2092202A (en) | Overroofing of buildings | |
JPH01271567A (en) | Repair of roof | |
JPH01271569A (en) | Repair of roof | |
JP2661617B2 (en) | Repair roof | |
US3390504A (en) | Armoured edge for building slabs | |
US632691A (en) | Roof. | |
GB2230284A (en) | Overroofing construction | |
JP2790877B2 (en) | Repair method of corrugated roof | |
JPH1018524A (en) | Waterproof structure of roof panel joint part | |
JPH0615087Y2 (en) | Support | |
US1725466A (en) | Roofing | |
JPH0615086Y2 (en) | Support | |
JP2740311B2 (en) | Roof panel connection structure | |
JPH02210141A (en) | Roof structure for building | |
JP2721565B2 (en) | Roof panel connection structure | |
JPH0650576Y2 (en) | Repair roof | |
JPH0650575Y2 (en) | Repair roof | |
JP2533516Y2 (en) | Roofing material | |
JPS61237742A (en) | Roof joint structure | |
JPH02112549A (en) | Fixing of synthetic resin horizontal corrugated sheet | |
JPH0112904B2 (en) |