JPS61266762A - Reroofing of roof - Google Patents

Reroofing of roof

Info

Publication number
JPS61266762A
JPS61266762A JP10366085A JP10366085A JPS61266762A JP S61266762 A JPS61266762 A JP S61266762A JP 10366085 A JP10366085 A JP 10366085A JP 10366085 A JP10366085 A JP 10366085A JP S61266762 A JPS61266762 A JP S61266762A
Authority
JP
Japan
Prior art keywords
corrugated roof
roof
side edge
existing
sheet
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.)
Pending
Application number
JP10366085A
Other languages
Japanese (ja)
Inventor
元旦 船木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Funaki Shoji KK
Original Assignee
Funaki Shoji 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 Funaki Shoji KK filed Critical Funaki Shoji KK
Priority to JP10366085A priority Critical patent/JPS61266762A/en
Publication of JPS61266762A publication Critical patent/JPS61266762A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3608Connecting; Fastening for double roof covering or overroofing

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、長尺の支持部材上に既設波型屋根板を葺いた
既設波型屋根板において、前記既設波型屋根板を 残し
たままこれらを覆う新設波型屋根板を葺く、屋根の葺替
方法に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides an existing corrugated roof sheet in which an existing corrugated roof sheet is covered on a long support member, with the existing corrugated roof sheet remaining as it is. The present invention relates to a roof re-roofing method in which new corrugated roof sheets are installed to cover these roofs.

〔従来の技術〕[Conventional technology]

従来、前述のような屋根板の葺替方法として、実公昭5
7−15950号公報に示されたものが知られている。
Conventionally, as a method for replacing roof shingles as mentioned above,
One disclosed in Japanese Patent No. 7-15950 is known.

この葺替方法は、第6r!!iに示すように、垂木、母
屋のような長尺の支持部材(1)上にスレートなどから
なる既設波型屋根板(2)が葺かれた既設屋根上に構築
するものであって、断面はぼ倒立溝型の固定具(3)の
両脚片(3a)を既設波型屋根板(2)の谷部(2b)
上に支持させ、固定具(3)の両脚片(3a)を連絡す
る上面板(3b)を前記谷部(2b)間の山部(2a)
上方に位置させて、多数の固定具(3)を既設波型屋根
板(2)の波方向に沿って設置し、固定具(3)上に長
尺の取付部材(4)を支持させ、取付部材(0と固定具
(3)とを前記支持部材(1)に締付具(5)と(6)
で固定し、前記取付部材(4)上に新設屋根板(7)を
葺くものである。
This roof replacement method is the 6th r! ! As shown in i, it is constructed on an existing roof in which an existing corrugated roof board (2) made of slate or the like is covered on a long support member (1) such as a rafter or a main house, and the cross section is Attach both leg pieces (3a) of the inverted groove type fixture (3) to the trough (2b) of the existing corrugated roof board (2).
The top plate (3b) that is supported above and connects both leg pieces (3a) of the fixture (3) is connected to the peak part (2a) between the valley parts (2b).
A large number of fixtures (3) are positioned above and installed along the wave direction of the existing corrugated roof board (2), and a long mounting member (4) is supported on the fixtures (3); Attach the mounting member (0) and the fixture (3) to the support member (1) using the fasteners (5) and (6).
and then a new roof board (7) is installed on the mounting member (4).

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

前述のような従来の屋根の葺替方法は、多数の固定具(
3)および長尺の取付部材(4)を必要とし部品数が多
くなるので、固定具、取付部材の製作費が高く、また作
業性が悪く工期が長くかかり、さらに、既設波ffi屋
根板(2)と新設屋根板(7)の間に大きな隙間ができ
るので、新設屋根板(7)の支持間隔を狭くするか、新
設屋根板(7)の厚さを厚くするかしなければならず、
これによっても費用が高くなるという問題点があった。
Traditional roofing methods such as those described above require a large number of fixing devices (
3) and a long mounting member (4), which increases the number of parts, the manufacturing cost of the fixing tools and mounting members is high, the workability is poor and the construction period is long, and the existing corrugated ffi roof panels ( 2) and the new roof shingle (7), so it is necessary to narrow the support interval of the new roof shingle (7) or increase the thickness of the new roof shingle (7). ,
This also resulted in the problem of increased costs.

本発明は、前述した問題点奄解決して、固定具および取
付部材をなくして新設波型屋根板と締付具のみで前述の
ような既設屋根上に新設屋根板を作業性よく安価に構築
できると共に、工期も短くてすみ、しかも、葺替時に既
設屋根板の波型に寸法誤差があっても、そのままの状態
で吸収できる屋根の葺替方法を提供することを目的とし
ている。
The present invention solves the above-mentioned problems and eliminates the need for fixing tools and mounting members to construct new roof panels on existing roofs with ease and cost using only new corrugated roof panels and fasteners. To provide a method for reroofing a roof, which can be done in a short time, and even if there is a dimensional error in the corrugation of an existing roof board at the time of reroofing, it can be absorbed as it is.

〔問題点を解決するための手段〕[Means for solving problems]

本発明による屋根の葺替方法は、長尺の支持部材上に葺
いた既設波型屋根板上を覆う新設波型屋根板の谷部をW
I:、設波型屓根板の谷部上に直接支持させると共に、
新設波型屋根板の山部を既設波型屋根板の山部上に隙間
を設けて配量し、隣接する一方の新設波ff1j!根板
の一側縁部のみを既設波型屋根板の山部上に直接支持さ
せ、一方の新設波型屋根板の前記側縁部上に突設した波
方向に沿う突条部上に隣接する他方の新設波型屋根板の
波方向に沿う側縁山部を支持させ、前記突条部と側縁山
部とをこれらおよび既設波型屋根板の山部を貫通する締
付具で前記支持部材に固定することを特徴としている。
The method for reroofing a roof according to the present invention is to replace the troughs of a new corrugated roof sheet covering an existing corrugated roof sheet covered on a long support member by W.
I: Support directly on the trough of the corrugated bottom plate, and
The crests of the new corrugated roof sheets are placed over the crests of the existing corrugated roof sheets with a gap, and one of the adjacent new corrugated roof sheets is placed on top of the crests of the existing corrugated roof sheets. Only one side edge of the root plate is directly supported on the peak of the existing corrugated roof sheet, and adjacent to the protruding ridge along the wave direction that is protruded from the side edge of one of the new corrugated roof sheets. The side edge ridges along the wave direction of the other newly installed corrugated roof sheet are supported, and the protrusions and side edge ridges are fastened with fasteners that pass through these and the ridges of the existing corrugated roof sheet. It is characterized by being fixed to a support member.

〔作用〕[Effect]

本発明の屋根の葺替方法は、前述したように構成したの
で、新設波型屋根板として、谷部を既設波型屋根板の谷
部と対応するピッチで形成すると共に、一側縁部上には
倒立溝型断面などの突条部を突設し、他側縁部には側縁
山部を形成した比較的容易に製作できるものを用いるこ
とにより、前述した従来の葺替方法のような多数の固定
具や長尺の取付部材を用いることなく、母屋などの支持
部材上の既設波型屋根板の山部上に隣接する新設波型屋
根板の側縁部と側縁山部を重ね合せて直接支持すると共
にこれらを前記支持部材に締付具で固定するものである
から、従来のものに比べて部品数が著しく少なくでき、
短い工期で作業性よく構築でき、さらに新設波型屋根板
は、両側縁部間で谷部が既設波型屋根板の谷部に支持さ
れているのみで、山部は既設波型屋根板と隙間があるの
で1両側級部のみの支持部材への支持でよく、厚さを厚
くする必要もなく、シたがって安価に屋根の葺替ができ
ると共に、既設屋根板に多少の寸法誤差があっても、新
設波型屋根板を変形させることなく吸収処理できる屋根
の葺替方法を提供することが可能である。
Since the roof re-roofing method of the present invention is configured as described above, as a newly installed corrugated roof sheet, the troughs are formed at a pitch corresponding to the troughs of the existing corrugated roof sheet, and the troughs are formed on one side edge. By using a relatively easily manufactured material that has protrusions such as an inverted groove cross-section and side edge peaks formed on the other side edge, it is possible to achieve a number of roof replacement methods similar to the conventional roof replacement method described above. The side edges and side edge peaks of an adjacent new corrugated roof sheet can be overlapped on top of the peaks of an existing corrugated roof sheet on a support member such as a main building without using fixing devices or long mounting members. Since these are directly supported by the support member and fixed to the support member using fasteners, the number of parts can be significantly reduced compared to conventional ones.
It can be constructed in a short construction period with good workability, and the newly installed corrugated roof sheets are only supported by the valleys of the existing corrugated roof sheets between the edges, and the peaks are supported by the valleys of the existing corrugated roof sheets. Since there is a gap, only the support members need to be supported on the support members on both sides, and there is no need to increase the thickness. Therefore, the roof can be replaced at low cost, and the roof can be replaced even if there are some dimensional errors in the existing roof panels. It is also possible to provide a roof re-roofing method that allows absorption treatment to be performed without deforming newly installed corrugated roof panels.

〔実施例〕〔Example〕

以下、本発明の一実施例につき第1図乃至第3図を参照
して説明する。
Hereinafter, one embodiment of the present invention will be described with reference to FIGS. 1 to 3.

第1図乃至第3図において、(1)は母屋のような長尺
の支持部材であり、支持部材(1)はCff1鋼から構
成されている。支持部材(1)上にスレートからなる既
設波型屋根板(2)が支持部材(1)の長手方向と波方
向を直交させて支持され、既設波型屋根板(2)は山部
(2a)がボルト(9a)とナツト(9b)とからなる
締付具(8)で支持部材(1)に固定され、支持部材(
1)と共に、既設屋根を構成している。
In FIGS. 1 to 3, (1) is a long support member like a purlin, and the support member (1) is made of Cff1 steel. An existing corrugated roof sheet (2) made of slate is supported on the support member (1) with the longitudinal direction of the support member (1) perpendicular to the wave direction. ) is fixed to the support member (1) with a fastener (8) consisting of a bolt (9a) and a nut (9b), and the support member (
Together with 1), it constitutes the existing roof.

(8)は塗装鋼板などの一体成形品からなる新設波型屋
根板であり、新設波型屋根板(8)は、既設波yJ1屋
根板(2)の谷部(2b〕と同ピツチの円弧状の谷部(
8b)と、頂部が直線状の凸形をした山部(8a)とが
直線状の傾斜部を介して交互に形成され、波方向に沿う
一側縁部(8c)は高さが低い山部状部分の幅方向中央
に突条部(8d)が山I! (8a)より若干すなわち
新設波型屋根板(8)の厚さ程度低い高さに形成され、
突条部(8d)の両側が切欠かれた形状にされ、他側縁
部には山部(8a)と同等な高さの側縁山部(8e)が
形成され、側縁山部(8e)の両側には下向きの傾斜部
(8D 、 (8g)が形成されている。
(8) is a newly installed corrugated roof sheet made of an integrally molded product such as a painted steel plate. Arc-shaped valley (
8b) and convex peaks (8a) with linear tops are formed alternately through linear slopes, and one edge (8c) along the wave direction is a peak with a low height. There is a protrusion (8d) in the widthwise center of the part! It is formed at a height slightly lower than (8a), that is, about the thickness of the newly installed corrugated roof sheet (8),
Both sides of the protrusion (8d) are cut out, and a side edge ridge (8e) having the same height as the ridge (8a) is formed on the other side edge. ) are formed with downwardly inclined parts (8D, (8g)).

そして、新設波型屋根板(8)は、既設波型屋根板(2
)上を互いに波方向を一致させて覆い、谷部(8b)を
既設波型屋根板(2)の谷部(2b)上に直接支持させ
ると共に、山部(8a)を既設波型屋根板(2)の山部
(2a)上に隙間を設けて配量し、支持部材(1)上に
位置する既設波型屋根板(2)G山部(2a)上に隣接
する一方の新設波型屋根板(8)の一側縁部(8G)上
に突設した突条部(8d)の下隅部のみを直接支持させ
、この突条部(8d)上に隣接する他方の新設波型屋根
板(8)の側縁山部(8e)を支持させ、重なり合った
突条部(8d)と側縁山部(8e)に新しい締付具(l
O)のテスク(10a)を貫通させ。
The new corrugated roof sheet (8) is replaced by the existing corrugated roof sheet (2).
) are covered so that the wave directions match each other, and the troughs (8b) are supported directly on the troughs (2b) of the existing corrugated roof board (2), and the peaks (8a) are supported directly on the troughs (2b) of the existing corrugated roof board (2). The existing corrugated roof board (2) is placed on the supporting member (1) with a gap provided on the crest (2a) of (2), and one of the new corrugations adjacent to the G ridge (2a) is placed on the supporting member (1). Only the lower corner of the protrusion (8d) protruding from one side edge (8G) of the molded roof board (8) is directly supported, and the other new corrugation adjacent to this protrusion (8d) is supported directly. Support the side edge peaks (8e) of the roof board (8), and attach new fasteners (l) to the overlapping protrusions (8d) and side edge peaks (8e).
Penetrate the test (10a) of O).

テスク(10a)を既設波型屋根板(2)、支持部材(
1)にも貫通させることで、隣接する両方の新設波型屋
根板(8)  、 (8)を連結し、これらを支持部材
(1)に締付は固定する。
Tesku (10a) is attached to the existing corrugated roof board (2) and supporting members (
1) to connect the two adjacent new corrugated roof panels (8) and (8), and fasten them to the support member (1).

この際、新設波型屋根板の突条部(8d)と新設波型屋
根板の側縁山部(8e)との重ね合せ状態において、前
記突条部(8d)の左右に空間部(11) 、 (11
)が形成されるように突条部(8d)を形成する。
At this time, in the overlapping state of the protruding part (8d) of the newly installed corrugated roof sheet and the side edge peak part (8e) of the newly installed corrugated roof sheet, spaces (11 ), (11
) is formed to form the protrusion (8d).

なお、本実施例において、新設波型屋根板(8)の軒棟
方向に隣接するものは軒側のものの端縁部上に棟側のも
のの端縁部を重ね合せて従来の屋根の葺替方法と同様に
連結し、また軒、棟端および間口方向両側縁の処理も従
来の葺替屋根と同様に行う。
In this example, the newly installed corrugated roof panels (8) adjacent in the direction of the eave ridge are overlapped with the edge of the ridge side on the edge of the eave side, using the conventional roofing method. The eaves, ridge end, and both side edges in the frontage direction are treated in the same way as for conventional re-thatched roofs.

以上のような実施例による屋根の葺替方法で得た屋根は
、隣接する一方の新設波型屋根板(8)の側縁部(8C
)に設けた突条部(8d)の両側と隣接する他方の新設
波型屋根板(8)の側縁山部(8e)の傾斜部(8F)
 、 (8g)との間に空間部(11)ができるので、
外側の傾斜部(8g)下部とこれが当接している側縁部
(8C)の傾斜部(8h)との間から毛細管現象などで
内部に水が侵入しても、この水が両新設波型屋根板(8
)  、 (8)の連結部より内側に毛細管現象で浸み
込むことがない、さらに、突条部(8d)が補強部を構
成するので、重ね合せ個所の強度を大きく保てると共に
、新設波型屋根板(8)が既設波型屋根板(2)の組付
寸法のずれ等の誤差で組付時に均等に重ね合せにくい時
も、空間部(11)が形成されており、また新設波型屋
根板(8)の山部(8a)と既設波型屋根板(2)の山
部(2a)の間には隙間が設けられていることで前記の
誤差を吸収することができる。
The roof obtained by the roof re-roofing method according to the above example has a side edge (8C) of one of the adjacent new corrugated roof sheets (8)
) The sloped part (8F) of the side edge peak part (8e) of the other newly installed corrugated roof board (8) adjacent to both sides of the protruding part (8d) provided in )
Since a space (11) is created between , (8g),
Even if water intrudes into the interior due to capillary action between the lower part of the outer sloped part (8g) and the sloped part (8h) of the side edge (8C) with which it is in contact, this water will be removed from both new corrugated parts. Roof board (8
), (8) will not seep inside due to capillary action, and since the ridges (8d) constitute reinforcing parts, the strength of the overlapping parts can be maintained large, and the new corrugation Even when it is difficult to overlap the roof panels (8) evenly during assembly due to errors such as deviations in the assembly dimensions of the existing corrugated roof panels (2), the space (11) is formed and the new corrugated roof panels The above-mentioned error can be absorbed by providing a gap between the peak part (8a) of the roof board (8) and the peak part (2a) of the existing corrugated roof board (2).

また1本実施例では、新設波型屋根板(8)の一側縁部
(8C)に突条部(8d)を形成したので、突条部(8
d)が一側縁部(8C)および突条部(8d)に支持さ
れる側縁山部(8e)の補強になると共に、既設波型屋
根板(2)上に突出するこの屋根板(2)の締付具(9
)の上端部の逃げ溝にもなり、締付具(9)の上端部を
切除する必要がなくなる。
In addition, in this embodiment, the protrusion (8d) was formed on one side edge (8C) of the newly installed corrugated roof board (8).
d) This roof plate (8C) and the side edge peak (8e) supported by the protrusion (8d) is reinforced, and the roof plate (8C) protrudes above the existing corrugated roof plate (2). 2) Fastener (9)
) also serves as a relief groove for the upper end of the fastener (9), eliminating the need to cut out the upper end of the fastener (9).

第4図は本発明の他の実施例を示し、本実施例では、隣
接する一方の新設波型屋根板(8)の側縁部(8c)の
突条部(8d)の外側段部(81)上に、他方の新設波
型屋根板(8)の側縁山部(8e)の外側の傾斜部(8
g)下端を内側に屈曲形成させた屈曲部(15)を当接
させたものであり、本実施例でも第1図乃至第3図に示
す実施例の葺替屋根と同様な作用が得られる。
FIG. 4 shows another embodiment of the present invention, and in this embodiment, the outer step ( 81) Above the outer sloped part (8
g) The lower end is brought into contact with a bent part (15) bent inward, and this embodiment also provides the same effect as the re-thatched roof of the embodiment shown in FIGS. 1 to 3.

なお、第4図に示す実施例の前述した以外の構成は、第
1図乃至第3図に示すものと同様であり、また第4図中
の第1図乃至第3図と同符号は対応する部分を示す。
The configuration of the embodiment shown in FIG. 4 other than those described above is the same as that shown in FIGS. 1 to 3, and the same symbols in FIG. 4 as in FIGS. 1 to 3 correspond. Indicates the part to be used.

第5図は1本発明のさらに別の実施例を示す、この実施
例では、既設波型屋根板(2)の2つの波のうちの1つ
を新設波型屋根板(8)の突条部(8d)が跨ぐように
形成され、しかも突条部(8d)の形状は先端屈曲部(
12)の屈曲個所(13)よりも上方に位置するように
多段屈曲部(14) 、 (14)が形成される。そし
て、新設波型屋根板(8)の側縁山部(8e)の先端は
、第4図に示すように内側に屈曲加工して屈曲部(15
)を形成し、これで多段屈曲部(14)に当接させるこ
とで、先端部の発錆防止と先鋭部の屈曲処理による作業
者の安全の他、納めの美的外観処理を図っている。
FIG. 5 shows yet another embodiment of the present invention, in which one of the two waves of the existing corrugated roof sheet (2) is replaced by a ridge on the new corrugated roof sheet (8). The protrusion (8d) is formed so as to straddle the tip (
Multi-stage bent portions (14), (14) are formed so as to be located above the bent portion (13) of 12). Then, the tips of the side edge peaks (8e) of the newly installed corrugated roof board (8) are bent inward as shown in FIG.
) is formed and brought into contact with the multi-stage bent part (14) to prevent rusting at the tip and to ensure worker safety by bending the sharp point, as well as to improve the aesthetic appearance of the case.

なお1本発明は、母屋などの支持部材上にも野地板を介
して既設波型屋根板を葺いた既設屋根、垂木からなる支
持部材上にこれらの長手方向と波方向を平行にして既設
波型屋根板を葺いた既設屋根、および既設波41!!屋
根板がトタンなどの金属板からなる既設屋根にも適用で
き、既設波型屋根板が角型断面の波をもつものにも適用
できる。また1本発明において、新設波型屋根板は、谷
部を必ずしも既設波型屋根板の谷部の全部に支持させる
ように形成させることなく、1つおきに直接支持させる
など、既設波型屋根板の谷部の一部のみに支持させるよ
うに谷部を形成してもよい。
In addition, the present invention is applicable to an existing roof in which existing corrugated roof sheets are installed on a supporting member such as a main building through a shedding board, and an existing corrugated roof sheet is installed on a supporting member consisting of rafters with the longitudinal direction and wave direction parallel to each other. Existing roof covered with molded roof boards and existing waves 41! ! It can also be applied to existing roofs whose roof plates are made of metal plates such as galvanized iron, and can also be applied to existing corrugated roof plates that have waves with a rectangular cross section. In addition, in the present invention, the newly installed corrugated roof sheet can be formed on the existing corrugated roof sheet by directly supporting every other corrugated roof sheet, without necessarily forming the troughs so as to be supported by all of the troughs of the existing corrugated roof sheet. The trough may be formed so that only a part of the trough of the plate is supported.

〔発明の効果〕〔Effect of the invention〕

以上説明したように1本発明の屋根の葺替方法によれば
、新設波型屋根板の谷部を既設波型屋根板の谷部に直接
支持させると共に、新設波型屋根板の山部を既設波型屋
根板の山部上に隙間を設(すて配量し、また隣接する一
方の新設波型屋根板の側縁部を既設波型屋根板の山部に
特設支持させ、前記側縁部に形成した突条部上に隣接す
る他方の新設波型屋根板の側縁山部を支持させ、前記突
条部と側縁山部を母屋、垂木などの支持部材に締付具で
固定したので、部品数が著しく少なく、葺替作業の作業
性がよく、短い工期で、既設波型屋根板を葺いたまま既
設屋根の葺替が可能で、安価に葺替ができるという効果
が得られ、とくに、工場、倉庫1体育館などの大型建造
物の葺替屋根に使用し大きな効果が得られる。
As explained above, according to the roof re-roofing method of the present invention, the troughs of the newly installed corrugated roof shingles are directly supported by the troughs of the existing corrugated roof shingles, and the peaks of the new corrugated roof shingles are supported directly on the troughs of the existing corrugated roof shingles. A gap is created above the ridges of the corrugated roof sheets, and the side edge of the adjacent new corrugated roof sheet is specially supported on the crest of the existing corrugated roof sheet, so that the side edge Support the side edge peaks of the other newly installed corrugated roof board adjacent to the protrusions formed in the section, and fix the protrusions and side edge peaks to support members such as the purlin and rafters using fasteners. As a result, the number of parts is extremely small, the workability of reroofing work is good, the construction period is short, the existing roof can be reroofed while the existing corrugated roof sheets are still covered, and the reroofing can be done at a low cost. It can be used to replace roofs of large buildings such as factories, warehouses, gymnasiums, etc. to great effect.

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

第1図は本発明の一実施例を示す垂直断面正面図、第2
図は同要部の拡大断面斜視図、第3図は同要部の拡大垂
直断面側面図、第4図は本発明の他の実施例を示す要部
の拡大垂直断面正面図、第5図は更に別の実施例を示す
要部の拡大斜視図、第6図は従来例を示す垂直断面正面
図である。 (1)・・・支持部材、 (2)・・・既設波型屋根板
、(2a)・・・山部、 (2b)・・・谷部、(8)
・・・新設波形屋根板、 (8a)−=山部、(8b 
)−・・谷部、 (8c)・・・側縁部、(8d)・・
・突条部、 (8e)・・・側縁山部、  (8D 、
 (8g) 、 (8h)・・・傾斜部、 (10)・
・・締付具。
FIG. 1 is a vertical cross-sectional front view showing one embodiment of the present invention, and FIG.
FIG. 3 is an enlarged vertical cross-sectional side view of the same main part; FIG. 4 is an enlarged vertical cross-sectional front view of the main part showing another embodiment of the present invention; FIG. 5 is an enlarged vertical cross-sectional front view of the main part. FIG. 6 is an enlarged perspective view of essential parts showing yet another embodiment, and FIG. 6 is a vertical sectional front view showing a conventional example. (1) Support member, (2) Existing corrugated roof board, (2a) Peak, (2b) Valley, (8)
...Newly installed corrugated roof board, (8a) - = peak, (8b
)-...Trough, (8c)...Side edge, (8d)...
・Protrusion portion, (8e)...Side edge mountain portion, (8D,
(8g), (8h)...slanted part, (10)
...Tightening tool.

Claims (4)

【特許請求の範囲】[Claims] (1)長尺の支持部材上に葺いた既設波型 屋根板上を覆う新設波型屋根板の谷部を既設波型屋根板
の谷部上に直接支持させると共 に、新設波型屋根板の山部を既設波型屋根板の山部上に
隙間を設けて配量し、隣接する一方の新設波型屋根板の
一側縁部のみを既設波型屋根板の山部上に直接支持させ
、一方の新設波型屋根板の前記側縁部上に突設した波方
向に沿う突条部上に隣接する他方の新設波型屋根板の波
方向に沿う側縁山部を支持させ、前記突条部と側縁山部
とをこれらおよび既設波型屋根板の山部を貫通する締付
具で前記支持部材に固定することを特徴とする屋根の葺
替方法。
(1) The troughs of the new corrugated roof sheet covering the existing corrugated roof sheet covered on a long support member are directly supported on the troughs of the existing corrugated roof sheet, and the new corrugated roof sheet is The ridges are placed above the crests of the existing corrugated roof sheets with a gap, and only one side edge of the adjacent new corrugated roof sheet is directly supported on the ridges of the existing corrugated roof sheet. , supporting the adjacent side edge peak portion along the wave direction of the other newly installed corrugated roof sheet on the protruding strip along the wave direction protruding from the side edge portion of one of the newly installed corrugated roof sheets; A method for reroofing a roof, comprising fixing the ridges and the side edge peaks to the support member using fasteners that pass through these and the peaks of the existing corrugated roof board.
(2)新設波型屋根板は谷部を既設波型屋 根板の谷部にこれらの1つおきに直接支持させる特許請
求の範囲第1項に記載の屋根の葺替方法。
(2) The roof re-roofing method according to claim 1, wherein every other valley of the newly installed corrugated roof sheet is directly supported by the troughs of the existing corrugated roof sheet.
(3)一方の新設波型屋根板は、一側縁部 に山部の高さより若干低く上方に突出する突条部を一体
に形成し、突条部の下隅部を既設波型屋根板の山部に支
持させる特許請求の範囲第1項または第2項に記載の屋
根の葺替方法。
(3) One of the new corrugated roof sheets has an integrally formed protrusion on one side edge that protrudes upward slightly lower than the height of the peak, and the lower corner of the protrusion is connected to the existing corrugated roof sheet. The method for re-roofing a roof according to claim 1 or 2, wherein the roof is supported by a mountain portion.
(4)新設波型屋根板は、側縁山部を高さ が突条部の高さより若干高く、他の山部と同様な高さに
形成し、突条部の両側と側縁山部の間に左、右空間部を
形成した特許請求の範囲第1項、第2項または第3図に
記載の屋根の葺替方法。
(4) The newly installed corrugated roof board has side edge peaks that are slightly higher than the height of the ridges and the same height as the other ridges, and both sides of the ridges and side edge ridges. A method for reroofing a roof according to claim 1, 2 or 3, wherein left and right spaces are formed between them.
JP10366085A 1985-05-17 1985-05-17 Reroofing of roof Pending JPS61266762A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10366085A JPS61266762A (en) 1985-05-17 1985-05-17 Reroofing of roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10366085A JPS61266762A (en) 1985-05-17 1985-05-17 Reroofing of roof

Publications (1)

Publication Number Publication Date
JPS61266762A true JPS61266762A (en) 1986-11-26

Family

ID=14359938

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10366085A Pending JPS61266762A (en) 1985-05-17 1985-05-17 Reroofing of roof

Country Status (1)

Country Link
JP (1) JPS61266762A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003027671A (en) * 2001-07-13 2003-01-29 Hatsuho Shoji Co Ltd End structure of repair roof material used in waveform slate roof repair construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003027671A (en) * 2001-07-13 2003-01-29 Hatsuho Shoji Co Ltd End structure of repair roof material used in waveform slate roof repair construction method

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