JPS6357579B2 - - Google Patents

Info

Publication number
JPS6357579B2
JPS6357579B2 JP55161068A JP16106880A JPS6357579B2 JP S6357579 B2 JPS6357579 B2 JP S6357579B2 JP 55161068 A JP55161068 A JP 55161068A JP 16106880 A JP16106880 A JP 16106880A JP S6357579 B2 JPS6357579 B2 JP S6357579B2
Authority
JP
Japan
Prior art keywords
roof
heat insulating
insulating material
existing
rising
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP55161068A
Other languages
Japanese (ja)
Other versions
JPS5785450A (en
Inventor
Takashi Ishikawa
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP16106880A priority Critical patent/JPS5785450A/en
Publication of JPS5785450A publication Critical patent/JPS5785450A/en
Publication of JPS6357579B2 publication Critical patent/JPS6357579B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】 本発明は、金属板が互いに立上り連結部により
連結されている既存の金属板葺屋根の改修工法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for repairing an existing metal sheet roof in which metal sheets are connected to each other by upright connections.

金属板が互いに立上り連結部により連結されて
いる、所謂瓦棒形式やハゼ巻き形式等の既存の金
属板葺屋根が、老巧化その他に原因して損壊した
とき、その損壊個所が局部的で明確な場合には、
その部分だけの補修で済ますこともできる。しか
し、損壊個所が明確でなかつたり、広範囲に亘る
場合には、金属板(通称ドブ板)全部を葺き替え
なければならなかつた。通常、この全部葺き替え
は、金属板の立上り連結部が瓦棒形式やハゼ巻き
形式に形成されて頑丈な構造部分となつているこ
とから、金属板自体の除去作業が困難な上に、無
理矢理その金属板を除去する結果、防水シートは
ともかく、野地板までダメにしてしまうこととな
り、結局野地板から全て交換してしまわなければ
ならないことになり、作業性が悪いばかりでなく
経済的損失も大きく、更に改修時には施工期間
中、雨天に備え天幕等で仮囲いをしたり足場を設
けたりしなければならないほか、なによりも構造
物の使用を一時中断しなければならない等の不都
合を生じてしまうことがあつた。さらに、このよ
うな屋根を改修する工法として、例えば特開昭52
−73524号、特開昭52−98319号、実開昭54−
167524号がある。しかし、これら工法には断熱材
が介在していなかつたり、断熱材が存在したとし
ても立上り連結部間の空隙を全部充填するもので
あつた。その結果、予想される万一の結露などに
よる水分は既存屋根と断熱材間に滞留し、既存屋
根、新設屋根の下地を腐食する等の不利があつ
た。さらに、前記改修工法では断熱材を450mm間
隔に設けられた立上り連結部間に個々に切断した
状態で敷設あるいは充填する必要があるため非能
率的であると共に、施工上、立上り連結部と断熱
材間に大きな間隔が形成されるため、断熱材の有
効利用に欠ける欠点があつた。その他、雪国では
立上り連結部が大幅に変形したりしていることが
あり、直ちに支持部として使用できず、補修しな
ければならないことが多々あつた。
When an existing metal sheet roof, such as the so-called tile rod type or seam roof type, in which metal sheets are connected to each other by rising joints, is damaged due to aging or other reasons, the damage is localized and clearly visible. In that case,
It may be possible to repair just that part. However, in cases where the damage was not obvious or over a wide area, the entire metal plate (commonly known as the gutter board) had to be replaced. Normally, this complete reroofing is difficult because the rising joints of the metal plates are formed in the form of tile rods or seams, making them a sturdy structural part, and it is difficult to remove the metal plates themselves. As a result of removing the metal plate, not only the tarpaulin sheet but also the roofing board was damaged, and in the end, the entire roofing board had to be replaced, which not only caused poor work efficiency but also a large economic loss. Furthermore, during renovations, it is necessary to temporarily fence with tents or set up scaffolding in case of rain during the construction period, and above all, the use of the structure must be temporarily suspended, which may cause inconvenience. Something happened. Furthermore, as a construction method for repairing such roofs, for example,
−73524, JP-A-52-98319, U.S. Patent Publication No. 1983-
There is number 167524. However, in these construction methods, no heat insulating material is involved, or even if a heat insulating material is present, all the gaps between the rising joints are filled. As a result, moisture from anticipated condensation would accumulate between the existing roof and the insulation material, causing disadvantages such as corrosion of the existing roof and the base of the new roof. Furthermore, in the above-mentioned repair method, it is inefficient because it is necessary to individually cut and lay or fill the insulation material between the rising joints provided at 450 mm intervals. Since large gaps are formed between the two, there is a drawback that the insulation material cannot be used effectively. In addition, in snowy regions, the upright joints may be significantly deformed, making them unusable as support parts and often requiring repair.

本発明は、このように老巧化して本来ならば葺
替えを必要とする既存の金属板葺屋根や、老巧化
しないまでも漏水したりその他の理由で断熱性能
の悪い既存の金属板葺屋根であつて、金属板が立
上り連結部により連結された形式の屋根を改修す
るに際し、その既存金属板葺屋根の既存の金属板
および構造をそのまま残置し、この既存屋根上に
特殊な横桟を複数個、適宜間隔で釘等で固設し、
この横桟上に断熱材を敷設して断熱性能、防音
性、耐結露性、耐食性、下地材としての平坦度を
改善すると共に、前記横桟を新設屋根の支持部と
して屋根面部材を敷設することによつて、簡単迅
速で、かつ居住を中断することなく改修できる工
法を提案するものである。
The present invention can be applied to existing metal sheet roofs that have become aging and would normally require replacement, or existing metal sheet roofs that have deteriorated in insulation performance due to water leakage or other reasons, even if they are not old. When renovating a roof in which metal plates are connected by rising joints, the existing metal plates and structure of the existing metal plate roof are left as is, and multiple special horizontal beams are installed on the existing roof. Fix it with nails etc. at appropriate intervals,
A heat insulating material is laid on the horizontal beams to improve insulation performance, soundproofing, dew condensation resistance, corrosion resistance, and flatness as a base material, and a roof surface member is laid using the horizontal beams as a support for the new roof. By doing so, we propose a construction method that is simple and quick, and allows for renovations without interrupting the residence.

以下に図面を用いて本発明に係る工法を詳細に
説明する。第1図a,bは上記工法により改修さ
れた屋根の代表例の一つを示す横断面図と一部切
欠き斜視図であり、Aは既存の金属板葺屋根(以
下、単に既存屋根という)、Bは横桟、Cは空間、
Dは断熱材、Eは新設の金属板葺屋根(以下、単
に新設屋根という)を示す。さらに説明すると、
既存屋根Aは例えば垂木1上に橋架敷設された野
地板2を下地構造としてその上にアスフアルトフ
エルトのような防水シート3を張設し、下地を構
成した後、ドブ板と呼称される長さ方向に沿う両
端に立上り部4aを有する金属板4をその溝方向
が軒から軒先方向に沿うように隣接敷設し、隣接
する各金属板4の各立上り部4a間に吊子5(場
合によつては、本来の瓦棒である真木でも勿論よ
く、あるいは図示のような逆ハツト型吊子でもよ
い)を配設してその吊子5を野地板2から垂木1
にかけて釘8で固着してからキヤツプ材6を被冠
し、これら金属板4の立上り部4a、吊子5、キ
ヤツプ材6の各重積端縁をハゼ巻き機等によりハ
ゼ締めして三者を巻き締め、噛み合わせ一体化す
ることにより、各金属板4はその立上り連結部7
で一体に連結され、所定の金属板葺屋根とされた
ものである。
The construction method according to the present invention will be explained in detail below using the drawings. Figures 1a and 1b are a cross-sectional view and a partially cutaway perspective view showing one typical example of a roof repaired using the above construction method, and A is an existing metal sheet roof (hereinafter simply referred to as the existing roof). , B is the horizontal beam, C is the space,
D indicates a heat insulating material, and E indicates a newly installed metal sheet roof (hereinafter simply referred to as a newly installed roof). To explain further,
For example, the existing roof A can be constructed by using roofing boards 2 laid on a bridge over rafters 1 as a base structure, and then a waterproof sheet 3 such as asphalt felt is stretched on top of it to form the base, and then a length called gutter board is formed. Metal plates 4 having rising portions 4a at both ends along the direction are laid adjacently so that the groove direction runs from the eave to the eaves, and a hanger 5 (as the case may be) is placed between each rising portion 4a of each adjacent metal plate 4. (Of course, you can use solid wood, which is the original tile rod, or you can use an inverted hat type hanger as shown in the figure.)
After fixing with nails 8, a cap material 6 is placed on the metal plate 4, and the stacked edges of the rising part 4a of the metal plate 4, the hanger 5, and the cap material 6 are tightened with a seam winder or the like, and the three parts are tightened. By winding and meshing together, each metal plate 4 has its rising connecting portion 7.
They are connected together and have a specified metal sheet roof.

この既存屋根Aの立上り連結部7部分は、重積
する金属部材が二重、三重に巻き締めされたリブ
状の補強構造に形成されると共に、吊子5あるい
は吊子5に相当する部材が強固に不地構造に釘8
で固着される結果、極めて頑丈な構造部分となつ
ている。
The rising connecting portion 7 of the existing roof A is formed into a rib-shaped reinforcing structure in which stacked metal members are double or triple wrapped, and the hanger 5 or a member corresponding to the hanger 5 is installed. Nail 8 to solidly lay structure
As a result, it is an extremely sturdy structural part.

また、横桟Bは既存屋根A上に適宜の間隔、例
えば450mm程度のピツチで既存屋根Aの立上り連
結部7と交差するように設け、これを釘8を介し
て既存屋根A上から垂木1に固設し、新設の屋根
部材の支持部として機能させ、かつ後述の空隙C
を形成すると共に、断熱材Dと既存屋根Aの直接
の接触を阻止するのに役立つものである。この横
桟Bの構造は第2図に示すように既存屋根Aの立
上り連結部7と交差する部分を切り欠いて嵌合部
9を形成する。この嵌合部9の幅Lは立上り連結
部7の幅lと同等かl+1〜10mm程度の大きさに
形成する。また、横桟Bの切り欠き高さHは、立
上り連結部7の高さhとH<hの関係として、
Δt1の間隙を既存屋根Aの各金属板4面と横桟B
の下面10との間に形成し、エアサイクル等に活
用するものであり、Δt2は約3〜20mm程度であ
る。さらに、横桟Bの幅Wは10〜60mm程度、通常
は28mm位である。勿論、横桟Bの寸法は既存屋根
Aの大きさに応じて任意に設定する。本発明にお
いて断熱材Dは主に屋根構造に対する断熱性能の
向上を図ると共に、吸音材、クツシヨン材として
機能するものである。その代表例としては断熱材
単体、断熱材と他部材の複合体の二種がある。単
体の具体例としては塩化ビニルフオーム、ポリエ
チレンフオーム、ポリスチレンフオーム、ポリウ
レタンフオーム、ポリイソシアヌレートフオー
ム、フエノールフオーム、あるいはこれらフオー
ムにガラス繊維、無機軽量骨材(パーライト粒、
シラスバルーン)を混合したものであり、圧縮強
度が0.4Kg/cm2以上、好ましくは1Kg/cm2以上で、
連通気泡組織よりも独立気泡組織のフオームがよ
い。また、複合体の例としては第3図a,bに示
すようにカナツペ構造、サンドイツチ構造が代表
的である。すなわち、a図は断熱素材12と基板
13が一体に形成された断熱材Dであり、b図は
シート状物14と基板13で断熱素材12をサン
ドイツチした断熱材Dである。上記基材13は主
に従前の野地板として機能するものであり、例え
ば合板、シージングボード、スレート板、木毛セ
メント板、石膏ボード等であり、シート状物14
としてはアスフアルトフエルト、クラフト紙、ア
スベスト紙、石膏紙、ガラス繊維不織布、合成樹
脂フイルム、段ボール等の1種もしくは2種以上
をラミネートしたもの、もしくはこれらに金属箔
(Al、Cu、Pb)をラミネートしたものである。
特にサンドイツチ構造体は断熱素材12の曲げ強
度よりシート状物14の引張り強度が断熱材D自
体の強度となるものである。なお、シート状物1
4、特に紙に対しては周知の防水処理を施すこと
もできる。また、シート状物14は断熱素材12
に対する極部的加圧を分散するものである。さら
に、断熱材Dの大きさは、通常1800mm×900mm×
任意の厚さの大型パネルである。
Further, the horizontal beams B are installed on the existing roof A at appropriate intervals, for example, at a pitch of about 450 mm, so as to intersect with the rising connecting portions 7 of the existing roof A, and are connected to the rafters 1 from above the existing roof A via nails 8. to function as a supporting part for the newly installed roof member, and to fill the void C as described below.
This is useful for preventing direct contact between the heat insulating material D and the existing roof A. As shown in FIG. 2, the structure of the horizontal beam B is such that a fitting portion 9 is formed by cutting out a portion of the existing roof A that intersects with the rising connecting portion 7. The width L of the fitting portion 9 is set to be equal to the width l of the rising connecting portion 7, or approximately l+1 to 10 mm. In addition, the notch height H of the horizontal bar B is the height h of the rising connecting portion 7 and the relationship H<h.
Create a gap of Δt 1 between each of the four metal plates of the existing roof A and the horizontal beam B.
It is formed between the lower surface 10 and used for air cycles, etc., and Δt 2 is about 3 to 20 mm. Further, the width W of the horizontal bar B is about 10 to 60 mm, usually about 28 mm. Of course, the dimensions of the horizontal beam B can be arbitrarily set depending on the size of the existing roof A. In the present invention, the heat insulating material D mainly aims to improve the heat insulating performance of the roof structure, and also functions as a sound absorbing material and a cushioning material. Typical examples include two types: a single insulation material and a composite of insulation material and other components. Specific examples of single substances include vinyl chloride foam, polyethylene foam, polystyrene foam, polyurethane foam, polyisocyanurate foam, phenol foam, or these foams combined with glass fiber, inorganic lightweight aggregate (perlite grains,
Shirasu balloon), with a compressive strength of 0.4 Kg/cm 2 or more, preferably 1 Kg/cm 2 or more,
Closed cell foam is better than open cell foam. Typical examples of complexes include the Kanatsupe structure and the Sandermansch structure, as shown in FIGS. 3a and 3b. That is, Fig. a shows a heat insulating material D in which a heat insulating material 12 and a substrate 13 are integrally formed, and Fig. b shows a heat insulating material D in which the heat insulating material 12 is sandwiched between a sheet material 14 and a substrate 13. The base material 13 mainly functions as a conventional field board, such as plywood, sheathing board, slate board, wood wool cement board, gypsum board, etc.
Asphalt felt, kraft paper, asbestos paper, gypsum paper, glass fiber non-woven fabric, synthetic resin film, cardboard, etc., laminated with one or more types, or these laminated with metal foil (Al, Cu, Pb). This is what I did.
In particular, in the sandwich structure, the tensile strength of the sheet material 14 is greater than the bending strength of the heat insulating material 12, and the strength of the heat insulating material D itself is greater than the bending strength of the heat insulating material 12. In addition, sheet-like material 1
4. Paper, in particular, can be subjected to a known waterproofing treatment. Further, the sheet-like material 14 is a heat insulating material 12
This is to disperse localized pressure on the area. Furthermore, the size of the insulation material D is usually 1800mm x 900mm x
Large panels of arbitrary thickness.

本発明において新設屋根Eは前記既存屋根Aと
同様の構成である。もちろん、図では瓦棒葺屋根
であるが、その他周知の立はぜ葺き、平はぜぶき
に適用できる。
In the present invention, the new roof E has the same structure as the existing roof A. Of course, the illustration shows a roof with tile sticks, but it can also be applied to other well-known vertical and flat roofs.

次に本発明に係る工法について説明すると、ま
ず、既存屋根(図では瓦棒葺き屋根)A上に第2
図に示すように横桟Bをピツチ450mmで立上り連
結部(瓦棒)7と直交するように配設し、その近
傍に第1図に示すように釘8を打ち込み、横桟B
を屋根A上に固設する。次に横桟Bの上面11上
に、例えば第3図aに示すような断熱材Dをその
断熱素材12面を上面11に接触させて載置敷設
し、これを釘8により横桟Bに固設する。そこ
で、この断熱材Dを下地として、第1図に例示し
た既存屋根Aの手法と同様にして、新規のアスフ
アルトフエルト等の防水シート15、屋根面部材
16、吊子17、キヤツプ材18を装着すれば、
既存屋根Aにおける立上り連結部7および同立上
り部4aに対応する立上り連結部19および同立
上り部19aを有する、改修前後における外観が
全く同一の改修屋根、所謂新設の屋根が完成す
る。
Next, to explain the construction method according to the present invention, first, a second
As shown in the figure, the horizontal bar B is arranged at a pitch of 450 mm so as to be orthogonal to the rising connecting part (tile bar) 7, and nails 8 are driven into the vicinity thereof as shown in Figure 1.
is fixed on roof A. Next, a heat insulating material D such as that shown in FIG. To be fixed. Therefore, using this heat insulating material D as a base, a new waterproof sheet 15 such as asphalt felt, roof surface members 16, hangers 17, and cap material 18 were attached using the same method as for the existing roof A illustrated in FIG. if,
A renovated roof, a so-called new roof, is completed, which has a rising connecting portion 19 and a rising portion 19a corresponding to the rising connecting portion 7 and rising portion 4a of the existing roof A, and whose appearance is exactly the same before and after the renovation.

以上、説明したのは本発明に係る金属板葺屋根
の改修工法の一例であり、その他に例えば、改修
前後の屋根の外観に拘泥する必要がなかつたり、
あるいは逆に別の屋根外観を希望するようなとき
には、上記した実施例に限定されることなく、そ
の他の金属板、スレート板、瓦等希望する素材か
ら成る屋根面部材を自由に選択採用して、所望す
る外観の改修屋根を実現することができ、勿論そ
れらの施工に際しても前述した実施例に限定され
ることなく、屋根面部材の直接の支持構造部分が
既存の金属板葺屋根における立上り連結部7,7
…に横桟Bを利用するものであるならば、どのよ
うな構成のものが採用されてもよいことは云うま
でもない。即ち、断熱素材12の上に屋根面部材
16を直接重ねて施工することも可能であつて、
この場合は屋根部材16が直接横桟Bの上面11
に積層された断熱材D上に固定され、しかもこの
際の断熱素材12は弾力性を有する発泡合成樹脂
(フオーム)であるため、屋根面部材16を金属
板で形成すれば、金属板中央部が自然に湾曲して
盛上り空隙を作る傾向にあるを、断熱素材12の
弾力性により空隙をなくすことができ、風雨によ
る振動や騒音を防止できる。
What has been described above is an example of the method for repairing a metal sheet roof according to the present invention, and there are other methods that do not require particular attention to the appearance of the roof before and after repair.
Or, conversely, if you desire a different roof appearance, you are not limited to the above-mentioned examples, and you can freely select and adopt roof members made of other desired materials such as metal plates, slate plates, roof tiles, etc. , it is possible to realize a renovated roof with a desired appearance, and of course, the construction thereof is not limited to the above-mentioned embodiments. 7,7
It goes without saying that any configuration may be adopted as long as the horizontal bar B is used for... That is, it is also possible to construct the roof surface member 16 directly on top of the heat insulating material 12,
In this case, the roof member 16 is directly attached to the upper surface 11 of the horizontal beam B.
Since the heat insulating material 12 in this case is a foamed synthetic resin (foam) having elasticity, if the roof surface member 16 is formed of a metal plate, the central part of the metal plate However, the elasticity of the heat insulating material 12 can eliminate the voids and prevent vibrations and noise caused by wind and rain.

このように、断熱素材12と屋根面部材16と
の間の基板13とと防水シート15とは何れも、
あるいは何れかを省略する等は勿論自由である。
さらに、第4図に示すように、断熱材D、特に横
桟Bと立上り連結部分に対応する断熱素材12を
除去した構造とすることもできる。
In this way, both the substrate 13 and the waterproof sheet 15 between the heat insulating material 12 and the roof surface member 16,
Or, of course, you are free to omit either one.
Furthermore, as shown in FIG. 4, it is also possible to have a structure in which the heat insulating material D, particularly the heat insulating material 12 corresponding to the horizontal beam B and the rising connecting portion, is removed.

上述したように本発明に係る工法によれば、既
存屋根をそのまま残し、その上に新しい屋根面部
材を葺くものであるから、既存屋根を除去する従
前までの改修工法に比較して作業性、経済性の点
で遥かに有利であり、雨天に備えた天幕等の仮囲
いや作業用の足場も必要とせず、しかも改修工事
に際しては居住を中断する必要もない外、工事中
に降雨に遭遇したような場合には、使用部材を保
護する意味で、工事個所を一時的に覆うだけで済
ますことができる特徴がある。
As mentioned above, according to the construction method according to the present invention, the existing roof is left as it is and new roof members are installed on top of it, so it is easier to work with than the conventional repair method that removes the existing roof. It is much more economical, and does not require temporary enclosures such as tents in case of rain or scaffolding for work.Furthermore, there is no need to interrupt the residence during renovation work, and there is no need for temporary enclosures such as tents in case of rain. In such cases, it is possible to temporarily cover the construction site to protect the parts used.

殊に、この発明で特に重要な作用効果は、既存
の屋根が例え老巧化して本来ならば葺き替えを必
要とするような金属板葺屋根にあつても、その立
上り連結部が構造上充分頑丈なままで残存してい
ることが多く、その部分を無理に除去するような
ことをしなければ野地板自体も表面の既存の金属
板と相俟つて、これまた充分に下地構造として機
能させることができることに着目し、新設用の屋
根面部材の固定は、特に頑丈な立上り連結部(一
般に、この部分の下方に垂木が位置することが多
く、その場合垂木自体も支持部となる)に遊合ま
たは嵌合する新設した確実な強度、形状の横桟を
利用するだけで簡便にして強固な固定を高能率で
施工でき、かつ断熱材が一定間隔をおいて形成さ
れた横桟により、一定周期でその弾性により横桟
に接触するため、断熱材のズレを防止できる特徴
がある。さらに、既存屋根と断熱材間に空間を形
成し、かつ断熱材を間隙なく敷設したため、断熱
性、防音性および耐食性にもすぐれた特徴があ
る。
In particular, the particularly important effect of this invention is that even if the existing roof is made of metal sheets and would otherwise require replacement due to aging, the rising joints of the roof are sufficiently strong in terms of structure. In many cases, the roof remains intact, and if you don't forcefully remove that part, the roofing board itself will work together with the existing metal plate on the surface, and it will not be able to fully function as a base structure. Focusing on what can be done, fixing of newly installed roof members is done by fixing a particularly sturdy rising joint (generally, rafters are often located below this part, in which case the rafters themselves also serve as a support part). Or, just by using the newly installed horizontal bars with reliable strength and shape, you can easily and efficiently install strong fixings. Because of its elasticity, it comes into contact with the horizontal crosspiece, which prevents the insulation material from shifting. Furthermore, because a space was created between the existing roof and the insulation material, and the insulation material was laid without any gaps, it has excellent insulation properties, soundproofing properties, and corrosion resistance.

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

第1図aは本発明に係る金属板葺屋根の改修工
法により形成した代表的な屋根の一部を示す横断
面図、bは一部切欠き斜視図、第2図は上記屋根
の一部を抽出して示す説明図、第3図a,bは本
発明において使用する断熱材を示す横断面図、第
4図はその他の実施例を示す斜視図である。 A……既存の金属板葺屋根、B……横桟、D…
…断熱材、E……新設の金属板葺屋根、4……金
属板、7……立上り連結部、8……釘。
Fig. 1a is a cross-sectional view showing a part of a typical roof formed by the metal sheet roof repair method according to the present invention, b is a partially cutaway perspective view, and Fig. 2 is a part of the roof. Extracted explanatory drawings, FIGS. 3a and 3b are cross-sectional views showing the heat insulating material used in the present invention, and FIG. 4 is a perspective view showing another embodiment. A...Existing metal sheet roof, B...Horizontal beam, D...
...Insulation material, E...New metal plate roof, 4...Metal plate, 7...Rising connection, 8...Nails.

Claims (1)

【特許請求の範囲】[Claims] 1 金属板が互いに立上り連結部により連結され
ている既存の金属板葺屋根の上に、上記立上り連
結部と交差する部分を、遊合または嵌合するよう
に切り欠いた横桟を前記立上り連結部と交差する
ように適宜間隔で既存の金属板葺屋根に複数個固
設し、該横桟上に断熱材を設け、該断熱材の上に
上記横桟を支持部材として新設の金属板葺屋根を
設けることを特徴とする金属板葺屋根の改修工
法。
1. On an existing metal plate roof in which metal plates are connected to each other by a rising connection part, a horizontal beam is cut out so that the part that intersects with the rise connection part is loosely or fitted into the rise connection part. A plurality of metal sheet roofs are fixed to the existing metal sheet roof at appropriate intervals so as to intersect with the horizontal beams, a heat insulating material is provided on the horizontal beams, and a new metal sheet roof is installed on top of the heat insulating material using the horizontal beams as supporting members. A method for repairing metal sheet roofs.
JP16106880A 1980-11-14 1980-11-14 Repairing of metal plate applied roof Granted JPS5785450A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16106880A JPS5785450A (en) 1980-11-14 1980-11-14 Repairing of metal plate applied roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16106880A JPS5785450A (en) 1980-11-14 1980-11-14 Repairing of metal plate applied roof

Publications (2)

Publication Number Publication Date
JPS5785450A JPS5785450A (en) 1982-05-28
JPS6357579B2 true JPS6357579B2 (en) 1988-11-11

Family

ID=15728001

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16106880A Granted JPS5785450A (en) 1980-11-14 1980-11-14 Repairing of metal plate applied roof

Country Status (1)

Country Link
JP (1) JPS5785450A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218350A (en) * 2003-01-17 2004-08-05 Ig Tech Res Inc Roof structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51103623A (en) * 1975-03-10 1976-09-13 Nakayama Kogyo Kk Kinzokubanbukyaneno kaishukoho
JPS5273524A (en) * 1975-12-16 1977-06-20 Takashi Ishikawa Method of repairing or improving metal roofing

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5555523U (en) * 1978-10-06 1980-04-15
JPS6143870Y2 (en) * 1979-02-27 1986-12-11

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51103623A (en) * 1975-03-10 1976-09-13 Nakayama Kogyo Kk Kinzokubanbukyaneno kaishukoho
JPS5273524A (en) * 1975-12-16 1977-06-20 Takashi Ishikawa Method of repairing or improving metal roofing

Also Published As

Publication number Publication date
JPS5785450A (en) 1982-05-28

Similar Documents

Publication Publication Date Title
US4507901A (en) Sheet metal structural shape and use in building structures
US4114335A (en) Sheet metal structural shape and use in building structures
US4120131A (en) Building structure
US4274239A (en) Building structure
US4446664A (en) Insulation system
US6363674B1 (en) Premanufactured structural building panels
KR100363436B1 (en) Plastic panels for waterproofing of a rooftop
US4559263A (en) Cement-foam composite board
US5069950A (en) Insulated roof board
US4587164A (en) Roof deck composite panels
JP7348363B2 (en) Insulated structures and buildings
JPS6357579B2 (en)
JPS6153494B2 (en)
JP2006161453A (en) Construction method for repairing batten seam roof
JP2004068587A (en) Building waterproofing method
JPS6126505Y2 (en)
JP3587220B2 (en) Renovation structure
JPS6134426Y2 (en)
JPS6224659Y2 (en)
JP4642219B2 (en) Roof construction method
JPH084214A (en) Mansard roof structure and execution method thereof
JPH036295B2 (en)
JPH03217543A (en) Batten panel
JPH0133622B2 (en)
JP2000154609A (en) Rood panel and its execution method