JP2912859B2 - Renovation roof - Google Patents

Renovation roof

Info

Publication number
JP2912859B2
JP2912859B2 JP25279595A JP25279595A JP2912859B2 JP 2912859 B2 JP2912859 B2 JP 2912859B2 JP 25279595 A JP25279595 A JP 25279595A JP 25279595 A JP25279595 A JP 25279595A JP 2912859 B2 JP2912859 B2 JP 2912859B2
Authority
JP
Japan
Prior art keywords
roof
shingle
existing
new
plate
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 - Fee Related
Application number
JP25279595A
Other languages
Japanese (ja)
Other versions
JPH0996056A (en
Inventor
勝志 中西
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.)
YODOGAWA SEIKOSHO KK
Original Assignee
YODOGAWA SEIKOSHO KK
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 YODOGAWA SEIKOSHO KK filed Critical YODOGAWA SEIKOSHO KK
Priority to JP25279595A priority Critical patent/JP2912859B2/en
Publication of JPH0996056A publication Critical patent/JPH0996056A/en
Application granted granted Critical
Publication of JP2912859B2 publication Critical patent/JP2912859B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は既設屋根板の上に新
設屋根板が葺かれる改修屋根に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a renovated roof in which a new shingle is laid on an existing shingle.

【0002】[0002]

【従来の技術】この種の改修屋根の構造として、例え
ば、特公平7−74524号公報に開示されているよう
なものがある。これは、図4に示すように母屋2上に葺
かれたスレート波板からなる既設屋根板1の上に、折板
からなる新設屋根板5がタイトフレーム20を介して取
り付けられている。タイトフレーム20は既設屋根板1
の上に複数個の山部ごとに取り付けられ、各タイトフレ
ーム20は既設屋根板1の一つの山部を跨ぐ状態に固定
具21で固定している。そして新設屋根板5はこれの両
側縁の山部22を一定間隔を置いて隣り合うタイトフレ
ーム20上にそれぞれ係合固定するとともに、その中間
部に備えた谷部23を既設屋根板1の谷部24上に当接
させて支持している。
2. Description of the Related Art A modified roof structure of this type is disclosed, for example, in Japanese Patent Publication No. 7-74524. As shown in FIG. 4, a new roof plate 5 made of a folded plate is attached via a tight frame 20 on an existing roof plate 1 made of a slate corrugated sheet laid on a main building 2 as shown in FIG. The tight frame 20 is the existing roof panel 1
Each tight frame 20 is fixed with a fixing tool 21 so as to straddle one ridge of the existing shingle 1. The new roof slab 5 engages and fixes the ridges 22 on both side edges thereof at regular intervals on the adjacent tight frames 20, and forms the valleys 23 provided at the intermediate portions thereof on the valleys of the existing roof slab 1. It is supported in contact with the portion 24.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記した従来
の改修屋根では、新設屋根板5の中間部の谷部23を既
設屋根板1の谷部24の上に当接させているため、新設
屋根板5の施工時の施工者の踏圧や施工に要する部材の
仮置き荷重、あるいは積雪荷重が、新設屋根板5の谷部
23と既設屋根板1の谷部24との当接部に集中的にか
かり、これによって既設屋根板1が損傷や変形を加えら
れやすく、特にスレートからなる既設屋根板1は割れや
すかった。
However, in the above-mentioned conventional renovated roof, the middle valley 23 of the new shingle 5 is brought into contact with the valley 24 of the existing shingle 1, so that the new The treading pressure of the builder, the temporary placing load of the members required for the construction, or the snow load is concentrated on the contact portion between the valley 23 of the new shingle 5 and the valley 24 of the existing shingle 1. As a result, the existing shingle 1 was easily damaged or deformed, and in particular, the existing shingle 1 made of slate was easily broken.

【0004】本発明は、このような問題に鑑みてなされ
たもので、新設屋根板の荷重耐力の向上、並びに既設屋
根板の損傷防止を図ることのできる改修屋根を提供する
ことを目的とする。
[0004] The present invention has been made in view of such a problem, and an object of the present invention is to provide a renovated roof capable of improving the load-bearing capacity of a new roof shingle and preventing damage to an existing roof shingle. .

【0005】[0005]

【課題を解決するための手段】本発明は、屋根下地材上
に固定されたスレート波板からなる既設屋根板の上に、
折板からなる新設屋根板が屋根受フレームを介して葺か
れた改修屋根において、前記屋根受フレームが、前記既
設屋根板と前記新設屋根板との間において前記既設屋根
板の少なくとも2つの山部を覆い得る長さを有する水平
板部と、該水平板部の両端に断面U形状に下方に折曲形
成され、前記既設屋根板の谷部上に載置されて該既設屋
根板と共に前記屋根下地材上に止具で固定された一対の
固定脚部と、各固定脚部の外側脚片の上端に前記既設屋
根板を固定している止具より高くなるよう連設された新
設屋根板止め部とを有してなり、隣接する屋根受フレー
ムの新設屋根板止め部どうしがその間に吊子を介して重
合結合され、隣接する新設屋根板の端のはぜ締め片どう
しが前記吊子の上端部にはぜ締めされていることを特徴
とするものである。
According to the present invention, there is provided an existing roof slab comprising a slate corrugated sheet fixed on a roof base material.
In a renovated roof in which a new roof shingle made of folded plates is laid via a roof receiving frame, the roof receiving frame has at least two peaks of the existing roof shingle between the existing roof shingle and the new roof shingle. A horizontal plate portion having a length capable of covering the roof plate; and a lower portion formed at both ends of the horizontal plate portion so as to be bent downward in a U-shaped cross section and placed on a valley portion of the existing roof plate and the roof plate together with the existing roof plate. A pair of fixed legs fixed on the base material with fasteners, and a new roof panel connected to the upper ends of the outer leg pieces of each fixed leg so as to be higher than the fasteners fixing the existing roof panel. And a new roof plate stop portion of the adjacent roof receiving frame is overlap-bonded between the adjacent new roof plate frames via a hook, and the seam fasteners at the ends of the adjacent new roof plate are connected to each other by the hook. Is characterized by being fastened to the upper end of

【0006】[0006]

【作用】新設屋根板は屋根受フレームの一対の固定脚部
間の水平板部上で受け止め支持可能な状態に葺かれる。
従って、新設屋根板はこの施工時の施工者の踏圧や施工
部材の仮置き荷重あるいは積雪荷重にも十分に耐えられ
る。また新設屋根板は既設屋根板に直接当接することが
なく、損傷や変形を加えるようなことが無くなる。屋根
受フレームは既設屋根板の上に連続して安定よく載置固
定されるので、既設屋根板がスレート波板であっても割
れにくく、新設屋根葺き施工が行い易い。また、既設屋
根板を固定している止具は、その頭部を切り取る必要な
く、そのままの状態で屋根受フレームを取り付けること
ができるので、施工が行い易い。
The new roof shingle is received and supported on the horizontal plate between the pair of fixed legs of the roof receiving frame.
Therefore, the new roof slab can sufficiently withstand the treading pressure of the builder, the temporary placing load of the construction members, or the snow load during this construction. In addition, the new shingle does not directly contact the existing shingle, so that there is no damage or deformation. Since the roof receiving frame is continuously and stably mounted and fixed on the existing shingle, even if the existing shingle is a slate corrugated sheet, it is not easily broken, and new roofing work can be easily performed. In addition, the fastener that fixes the existing roofing plate can be easily installed because the roof receiving frame can be attached as it is without cutting off the head thereof.

【0007】[0007]

【発明の実施の形態】図1ないし図3は本発明に係る改
修屋根の一実施例を示す。1はスレート波板や折板など
からなる既設屋根板であって、母屋や梁など屋根下地材
2の上に葺かれ、フックボルト又はチャンネルボルトな
どの頭部3aを有する止具3で固定されている。この既
設屋根板1の改修に際して、既設屋根板1の上に複数個
の屋根受フレーム4が屋根下地材2と平行な左右方向に
一連状態に載置されたうえで新設屋根板5が葺かれる。
1 to 3 show an embodiment of a renovated roof according to the present invention. Reference numeral 1 denotes an existing roof plate made of a slate corrugated sheet, a folded plate, or the like, which is laid on a roof base material 2 such as a purlin or a beam, and fixed with a stopper 3 having a head 3a such as a hook bolt or a channel bolt. ing. At the time of repairing the existing shingle 1, a plurality of roof receiving frames 4 are placed on the existing shingle 1 in a horizontal direction parallel to the roof base material 2 and a new shingle 5 is laid. .

【0008】屋根受フレーム4は帯形状の金属板を曲げ
加工することで、既設屋根板1の少なくとも2つの山部
1aを覆い得る長さを有する水平板部7と、この水平板
部7の左右端に連続して折曲形成した一対の断面U字形
状の固定脚部8とを有する左右対称形状に形成する。そ
の固定脚部8は、水平板部7の端から内側脚片8aを斜
め下方に折曲し、該内側脚片8aの下端を既設屋根板1
の谷部1bの曲面に沿うよう円弧状に曲げて彎曲下端部
8bを連設し、更に該彎曲下端部8bから外側脚片8c
を斜め上方へ延設している。外側脚片8cの上端には断
面コ字形の新設屋根板止め部9を連設する。その新設屋
根板止め部9は外側脚片8cの上端から外側へ水平に折
曲した外向き水平部9aと、該外向き水平部9aの外端
から上方へほぼ直角に折曲した起立部9bと、該起立部
9bの上端から内側へ水平に折曲した内向き水平部9c
とを有する。外向き水平部9aは前記水平板部7より高
い位置に形成する。起立部9bには後述するボルト13
が通されるボルト通孔(図示省略)を設ける。なお、水
平板部7は必ずしもその全面が水平でなくてもよく、そ
の中間部に凹溝が形成されていてもよい。
The roof receiving frame 4 is formed by bending a strip-shaped metal plate to form a horizontal plate 7 having a length capable of covering at least two peaks 1 a of the existing roof plate 1. It is formed in a left-right symmetrical shape having a pair of U-shaped fixed legs 8 continuously bent at the left and right ends. The fixed leg 8 bends the inner leg 8a obliquely downward from the end of the horizontal plate 7 and connects the lower end of the inner leg 8a to the existing roof plate 1.
A curved lower end portion 8b is continuously provided by bending in an arc shape along the curved surface of the valley portion 1b, and further, the outer leg piece 8c is formed from the curved lower end portion 8b.
Extends obliquely upward. At the upper end of the outer leg piece 8c, a new roof plate stopper 9 having a U-shaped cross section is continuously provided. The newly installed roof plate stopper 9 has an outward horizontal portion 9a which is bent horizontally outward from the upper end of the outer leg piece 8c, and an upright portion 9b which is bent substantially perpendicularly upward from the outer end of the outward horizontal portion 9a. And an inward horizontal portion 9c horizontally bent inward from the upper end of the upright portion 9b.
And The outward horizontal portion 9a is formed at a position higher than the horizontal plate portion 7. Bolts 13 to be described later are provided on the upright portions 9b.
Are provided (not shown). Note that the entire surface of the horizontal plate portion 7 does not necessarily have to be horizontal, and a concave groove may be formed at an intermediate portion thereof.

【0009】この屋根受フレーム4は、左右の固定脚部
8,8の各彎曲下端部8bを既設屋根板1の谷部1bの
面上に沿う様に載置し、該谷部1bと共に屋根下地材2
にセルフドリルビスなどの止具11で固定することによ
り、水平板部7が既設屋根板1の上方に空間を介して浮
上する状態に取り付けられる。同じように隣接する屋根
受フレーム4を既設屋根板1の上に載置固定する。その
際、既設屋根板1の山部1aの上方において、隣り合う
屋根受フレーム4,4の新設屋根板止め部9,9の起立
部9b,9bどうしはこれの合わせ面間に吊子12を介
在させ、該吊子12及び起立部9bに通されるボルト1
3とナット14で結合される。このように既設屋根板1
上に、屋根下地材2と平行な左右方向に連続して載置固
定される上記屋根受フレーム4は、屋根勾配方向の一か
所のみならず、その数カ所に載置固定される。
In the roof receiving frame 4, the curved lower ends 8b of the left and right fixed legs 8, 8 are placed along the surface of the valley 1b of the existing roof plate 1, and the roof together with the valley 1b. Base material 2
The horizontal plate portion 7 is attached to the existing roof plate 1 so as to float above the existing roof plate 1 through a space by fixing the horizontal plate portion 7 with a stopper 11 such as a self-drilling screw. Similarly, the adjacent roof receiving frame 4 is placed and fixed on the existing shingle 1. At this time, the uprights 9b and 9b of the new roof plate stoppers 9 and 9 of the adjacent roof receiving frames 4 and 4 above the ridges 1a of the existing roof slab 1 are provided with the suspenders 12 between the mating surfaces thereof. Bolt 1 to be interposed and passed through the suspender 12 and the upright portion 9b
3 and nut 14. Thus, the existing shingle 1
The roof receiving frame 4, which is mounted and fixed on the roof base material 2 continuously in the left-right direction parallel to the roof base material 2, is mounted and fixed not only at one location in the roof gradient direction but also at several locations.

【0010】新設屋根板5は断面みぞ形に形成されて、
屋根受フレーム4の水平板部7の長さより長い幅をもつ
平底板部5aと、該平底板部5aの左右両端から斜め外
側上方へ折曲した側板部5b,5bとを有し、各側板部
5bの上端にはぜ締め片5cを外向き水平部5dを介し
て連設している。この新設屋根板5ははぜ締め片5cを
隣接する新設屋根板5のはぜ締め片5cと共に前記吊子
12を挟んではぜ締めすることにより、既設屋根板1の
上方に屋根勾配に対応するよう葺かれる。その際、新設
屋根板5の外向き水平部5dが屋根受フレーム4の内向
き水平部9c上で受け止め支持される。
The new roof panel 5 is formed in a groove shape in cross section.
Each of the side plates has a flat bottom plate portion 5a having a width longer than the length of the horizontal plate portion 7 of the roof receiving frame 4, and side plate portions 5b, 5b bent obliquely upward from both left and right ends of the flat bottom plate portion 5a. At the upper end of the portion 5b, a fastening piece 5c is continuously provided via an outward horizontal portion 5d. This new shingle 5 is fitted with the seam 12 together with the seam 5c of the adjacent new shingle 5 so as to cope with the roof slope above the existing shingle 1. It is laid that way. At this time, the outward horizontal portion 5d of the new roof panel 5 is received and supported on the inward horizontal portion 9c of the roof receiving frame 4.

【0011】新設屋根板5はこの板幅方向の大部分を占
める平底板部5aが屋根受フレーム4の水平板部7の上
面に接触するか、図1のように間隙(大体10mm程
度)を形成するように葺かれる。従って、改修作業時
に、既に葺かれた新設屋根板5の上を歩いたり、施工に
要するはぜ締め機など施工部材を仮置きする場合も、新
設屋根板5は、左右の固定脚部8で既設屋根板1の谷部
1b上に二点支持された屋根受フレーム4の水平板部7
で確りと受け止め支持されるため、それら踏圧や仮置き
荷重にも充分耐え得るし、また積雪に対する荷重耐力に
も優れる。新設屋根板5は既設屋根板1に直接接触する
ことがないので、該既設屋根板1に損傷や変形を加える
ようなことがない。また、屋根受フレーム4は水平板部
7を既設屋根板1の上に浮上状態に配するとともに、左
右の固定脚部8の彎曲下端部8bを既設屋根板1の谷部
1bの面上に面接触させたうえで止具11を介して固定
してあるので、既設屋根板1に集中荷重を加えて破損さ
せたり、変形を加えるのを防止できる。隣接する新設屋
根板5どうしは吊子12にはぜ締めしてあるので、ボル
トなどで新設屋根板5の端縁を止める施工法のごとき新
設屋根板5に穴をあけなくて済むので、水漏れがなく、
またその穴を塞ぐカバーやボルトなどを不要とし、施工
工数、部材点数の減少が図れる。屋根受フレーム4は左
右対称に形成してあるので、左右の方向性がなくて施工
し易い。なお、スレート波板からなる既設屋根板1の谷
部1bの波形よりも屋根受フレーム4の彎曲下端部8b
の波形を少し小さくしておいて、既設屋根板1の谷部1
b,1b間の寸法誤差又は屋根受フレーム4の寸法誤差
があっても屋根受フレーム4が十分谷部1bに固定でき
るようにしてもよい。
In the new roof plate 5, the flat bottom plate portion 5a occupying most of the plate width direction contacts the upper surface of the horizontal plate portion 7 of the roof receiving frame 4, or a gap (about 10 mm) as shown in FIG. It is laid to form. Therefore, at the time of rehabilitation work, even when walking on the already-covered new shingle 5 or temporarily placing construction members such as a seaming machine required for construction, the new shingle 5 is fixed by the left and right fixed legs 8. Horizontal plate 7 of roof receiving frame 4 supported at two points on valley 1b of existing roof plate 1
Since it is firmly received and supported, it can sufficiently withstand the treading pressure and the temporary placing load, and also has excellent load bearing capacity against snow. Since the new shingle 5 does not directly contact the existing shingle 1, the existing shingle 1 is not damaged or deformed. In addition, the roof receiving frame 4 arranges the horizontal plate portion 7 in a floating state above the existing roof plate 1 and places the curved lower end portions 8b of the left and right fixed legs 8 on the surface of the valley portion 1b of the existing roof plate 1. Since it is fixed via the stopper 11 after being brought into surface contact, it is possible to prevent the existing roof slab 1 from being damaged by applying a concentrated load or being deformed. Adjacent new shingles 5 are fastened to the hooks 12, so there is no need to drill holes in the new shingles 5 as in the construction method of stopping the edges of the new shingles 5 with bolts or the like. No leakage,
Further, a cover or a bolt for closing the hole is not required, and the number of construction steps and the number of members can be reduced. Since the roof receiving frame 4 is formed bilaterally symmetrically, there is no left-right directionality and the construction is easy. It should be noted that the lower end 8b of the roof receiving frame 4 has a smaller curvature than the waveform of the valley 1b of the existing roof slab 1 made of a slate corrugated sheet.
Of the existing roof shingle 1
Even if there is a dimensional error between b and 1b or a dimensional error of the roof receiving frame 4, the roof receiving frame 4 may be sufficiently fixed to the valley 1b.

【0012】[0012]

【発明の効果】本発明によれば、新設屋根板は屋根受フ
レームの水平板部で安定よく受け止め支持されるので、
新設屋根板は施工者の踏圧や施工部材の仮置き荷重ある
いは積雪荷重にも十分に耐えられ、また既設屋根板に損
傷や変形を加えることがない。屋根受フレームは既設屋
根板の上に連続して安定よく載置されるため、屋根受フ
レームを固定する時に既設屋根板が割れにくく、新設屋
根板の施工が容易に行え、施工性にすぐれる。さらに、
隣接する新設屋根板どうしは吊子を介して屋根勾配の変
化に対応して強固にはぜ締めすることができ、ボルト締
め等に比べて防水性、施工性に優れる。また、既設屋根
板を固定している止具の頭部を切らずに屋根受フレーム
を取り付けられるので施工性が良い。
According to the present invention, the new shingle is stably received and supported by the horizontal plate portion of the roof receiving frame.
The new shingle can sufficiently withstand the treading pressure of the builder, the temporary placing load of the construction members or the snow load, and does not damage or deform the existing shingle. Since the roof receiving frame is continuously and stably placed on the existing roof shingle, the existing roof shingle is less likely to break when the roof receiving frame is fixed, making it easy to construct a new roof shingle and has excellent workability. . further,
Adjacent new shingles can be firmly tightened in response to a change in the roof slope through the suspension, and are superior in waterproofness and workability as compared with bolting and the like. In addition, since the roof receiving frame can be attached without cutting the head of the fastener that fixes the existing roof panel, workability is good.

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

【図1】改修屋根の縦断正面図である。FIG. 1 is a vertical sectional front view of a renovated roof.

【図2】図1における改修屋根の一部拡大図である。FIG. 2 is a partially enlarged view of the renovated roof in FIG.

【図3】改修屋根の屋根受フレームの一部の斜視図であ
る。
FIG. 3 is a perspective view of a part of a roof receiving frame of the renovated roof.

【図4】従来例の改修屋根の縦断正面図である。FIG. 4 is a vertical sectional front view of a renovated roof of a conventional example.

【符号の説明】[Explanation of symbols]

1 既設屋根板 2 屋根下地材 3 止具(フックボルト、チャンネルボルト) 4 屋根受フレーム 5 新設屋根板 5c はぜ締め片 7 水平板部 8 固定脚部 8c 外側脚片 9 新設屋根板止め部 11 止具 12 吊子 DESCRIPTION OF SYMBOLS 1 Existing shingle 2 Roof base material 3 Stopper (hook bolt, channel bolt) 4 Roof receiving frame 5 New shingle 5c Seam fastener 7 Horizontal plate part 8 Fixed leg part 8c Outer leg piece 9 New shingle stop part 11 Stopper 12 Hanger

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 屋根下地材上に固定されたスレート波板
からなる既設屋根板の上に、折板からなる新設屋根板が
屋根受フレームを介して葺かれた改修屋根において、前
記屋根受フレームが、前記既設屋根板と前記新設屋根板
との間において前記既設屋根板の少なくとも2つの山部
を覆い得る長さを有する水平板部と、該水平板部の両端
に断面U形状に下方に折曲形成され、前記既設屋根板の
谷部上に載置されて該既設屋根板と共に前記屋根下地材
上に止具で固定された一対の固定脚部と、各固定脚部の
外側脚片の上端に前記既設屋根板を固定している止具よ
り高くなるよう連設された新設屋根板止め部とを有して
なり、隣接する屋根受フレームの新設屋根板止め部どう
しがその間に吊子を介して重合結合され、隣接する新設
屋根板の端のはぜ締め片どうしが前記吊子の上端部には
ぜ締めされていることを特徴とする改修屋根。
1. A refurbished roof in which a new shingle made of a folded plate is laid on an existing shingle made of a slate corrugated sheet fixed on a roof base material through a roof receiving frame. A horizontal plate portion having a length capable of covering at least two ridges of the existing roof shingle between the existing roof shingle and the new roof shingle; A pair of fixed leg portions that are bent and placed on the valleys of the existing roof plate and fixed together with the existing roof plate on the roof base material with fasteners, and outer leg pieces of each fixed leg portion At the upper end of the roof shingle, the new roof shingle stop portion of the adjacent roof receiving frame is suspended between the new roof shingle stop portion of the roof truss frame. To the edges of the adjacent new shingle. A renovated roof, wherein females are fastened to upper ends of the suspenders.
JP25279595A 1995-09-29 1995-09-29 Renovation roof Expired - Fee Related JP2912859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25279595A JP2912859B2 (en) 1995-09-29 1995-09-29 Renovation roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25279595A JP2912859B2 (en) 1995-09-29 1995-09-29 Renovation roof

Publications (2)

Publication Number Publication Date
JPH0996056A JPH0996056A (en) 1997-04-08
JP2912859B2 true JP2912859B2 (en) 1999-06-28

Family

ID=17242357

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25279595A Expired - Fee Related JP2912859B2 (en) 1995-09-29 1995-09-29 Renovation roof

Country Status (1)

Country Link
JP (1) JP2912859B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20240044142A1 (en) * 2022-08-04 2024-02-08 Tate Access Floors, Inc. Pre-assembled decking panel and strut assembly for data center ceilings and roofs

Also Published As

Publication number Publication date
JPH0996056A (en) 1997-04-08

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