JPS61130543A - Construction of roof by metal roof panel - Google Patents

Construction of roof by metal roof panel

Info

Publication number
JPS61130543A
JPS61130543A JP25053384A JP25053384A JPS61130543A JP S61130543 A JPS61130543 A JP S61130543A JP 25053384 A JP25053384 A JP 25053384A JP 25053384 A JP25053384 A JP 25053384A JP S61130543 A JPS61130543 A JP S61130543A
Authority
JP
Japan
Prior art keywords
roofing
roof
panel
fixed
horizontal
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
Application number
JP25053384A
Other languages
Japanese (ja)
Other versions
JPH057500B2 (en
Inventor
矢納 倫雄
正行 上手
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP25053384A priority Critical patent/JPS61130543A/en
Publication of JPS61130543A publication Critical patent/JPS61130543A/en
Publication of JPH057500B2 publication Critical patent/JPH057500B2/ja
Granted legal-status Critical Current

Links

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〕 本発明は横葺金属板屋根の施工法、特にプレハブ型式の
住宅用屋根として適するように、所定の大きさの野地板
状のパネル上に工場において予じめ多数の横葺金属屋根
板を固定しておき、これらの工場生産されたパネルを現
地において勾配に対“して横向きに配列固定するように
した横葺き形プレハブ屋根の施工法に関するものである
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method of constructing horizontal metal sheet roofs, in particular to a method for constructing horizontal metal sheet roofs on roofing sheet-like panels of a predetermined size so as to be suitable for prefabricated residential roofs. A construction method for horizontal prefabricated roofs in which a large number of horizontal metal roof panels are fixed in advance at a factory, and these factory-produced panels are arranged and fixed horizontally against the slope on site. It is related to.

(従来の技術〕 従来の金属屋根板による屋根葺き施工法としては、野地
板上に金属屋根板を勾配に対して縦向きに配置してゆく
縦葺き形と、横向きに配置してゆく横葺き形とが知られ
ている。
(Conventional technology) Conventional roofing construction methods using metal roofing boards include vertical roofing, in which metal roofing boards are placed vertically with respect to the slope, and horizontal roofing, in which metal roofing boards are placed horizontally. The shape is known.

これらはいずれも金属屋根板を野地板上に一枚づつ配置
してゆくものであるが、最近では経済性と工期の短縮を
目的としたプレハブ形家屋構築法の一環として、屋根の
葺き上げも地上でパネル上に予しめ金属屋根板を固定し
ておいて、現場でこの屋根板付きのパネルをクレーンに
て吊上げて施工するという工法が行われるようになった
All of these methods involve placing metal roofing sheets one by one on top of the roofing board, but recently, as part of the prefabricated house construction method aimed at economical efficiency and shortening the construction period, roofing is also being done. A construction method has come to be used in which metal roofing sheets are fixed on the panels in advance on the ground, and then the panels with the roofing sheets are hoisted up by a crane and installed on site.

ところで従来におけるこの種のプレハブ膜屋根工法では
、各パネル間の継目上に配置される金属屋根板の接続が
具合よ(行えるようにするために、第7図のように屋根
板として縦葺き仮が用いられている。その理由は、同図
のように縦葺き板20では、夫々補強と継ぎ合わせのた
めに夫々山形のリブ21が板の長さ方向に沿って設けら
れていて、一方のパネル22aにおける屋根板20aの
リブ21aの上に対しで、隣接するパネル22bに予じ
め固定された屋根板20bのリブ21bを重ね合わせて
釘止め23すればよいため、各屋根板間の継目施工が簡
単に行えるという利点を有し、ているからである。
By the way, in this type of prefabricated membrane roofing method in the past, in order to ensure that the metal roofing sheets placed on the joints between each panel can be properly connected, the roofing sheets are temporarily installed vertically as shown in Figure 7. The reason for this is that, as shown in the figure, in the vertical roofing boards 20, chevron-shaped ribs 21 are provided along the length of each board for reinforcement and jointing. The ribs 21b of the roof plate 20b fixed in advance to the adjacent panel 22b can be overlapped and nailed 23 on top of the rib 21a of the roof plate 20a in the panel 22a. This is because it has the advantage of being easy to construct.

一方プレハブ形屋根工法として横葺き金属屋根板を用い
る場合はどうかというと、第8図はその仮定図であるが
、この図のように横葺き形の場合は、上段パネル24a
の水下側に予じめ固定しておいた屋ti ’rh 25
 aの下縁部26aと下段パネル24bの水上側に予じ
め固定しておいた屋根板25bの上縁係止部26bとが
、第7図の縦葺き形の場合のように単に重ね合わせただ
けでは接続できず、屋根板25aの下縁部26aを屋根
板25bの上縁係止部26bに対して点線で示すように
折曲げて巻き締め接続しなければならないために、屋根
板25aとして下縁部26aを予じめ鉤形にプレス成形
したものが使用できないという問題点がある。
On the other hand, when using horizontal metal roofing as a prefabricated roof construction method, Fig. 8 is a hypothetical diagram.
25, which was fixed in advance under the water.
The lower edge part 26a of the roof panel 24b and the upper edge locking part 26b of the roof plate 25b fixed in advance on the water side of the lower panel 24b are simply overlapped as in the case of the vertical roofing type shown in FIG. The lower edge 26a of the roof plate 25a cannot be connected by simply connecting the roof plate 25a to the upper edge locking part 26b of the roof plate 25b as shown by the dotted line, and the connection can be tightened. However, there is a problem in that the lower edge 26a cannot be press-molded into a hook shape in advance.

そのため従来では、横葺き屋根板は施工がわずられしい
ために、プレハブ形式として適さないとされていた。
Therefore, in the past, horizontal roof shingles were thought to be unsuitable as a prefabricated type because they were difficult to construct.

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

本発明は従来におけるプレハブ型式による横葺き屋根施
工法の難点を解消して横葺き屋根をプレハブ型式で能率
的に施工できることを目的としたものである。そのため
本発明では横葺金属板の長さを軒の長さと同じ寸法の長
尺形として横長のパネル上に固定するものであるが、上
段パネルにおける最下段屋根板の下縁部を予じめこの上
段パネルの水下側に固定しておいた吊子によって同パネ
ル上に固定させておき、下段パネルの最上段屋根板上縁
に設けた上向きの鈎形差込端を吊子の下面内奥に差込む
ことにより、上下段パネルの屋根板が簡単に連続でき、
プレハブ形横葺き屋根が能率的に施工できるようにした
ものである。
The object of the present invention is to solve the problems of the conventional prefabricated horizontal roof construction method and to enable efficient construction of horizontal roofs using the prefabricated method. Therefore, in the present invention, the length of the horizontal metal plate is the same as the length of the eaves and is fixed on the horizontally long panel, but the lower edge of the lowest roof plate in the upper panel is This upper panel is fixed on the same panel with a hanger fixed to the underwater side, and the upward hook-shaped insertion end provided on the upper edge of the uppermost roof plate of the lower panel is inserted into the lower surface of the hanger. By inserting it deep, you can easily connect the roof sheets of the upper and lower panels,
The prefabricated horizontal roof can be constructed efficiently.

〔実施例〕〔Example〕

次に本発明に係る葺上げ工法の実施例を図面により説明
すれば、第1図は本工法に使用されるパネル1の構成を
示す斜視図であり、第2図は本工法に使用される種類の
相違する横葺き金属屋根板の夫々の断面図を示している
Next, an embodiment of the roofing method according to the present invention will be explained with reference to drawings. Fig. 1 is a perspective view showing the configuration of a panel 1 used in this method, and Fig. 2 is a perspective view showing the structure of a panel 1 used in this method. 1 shows cross-sectional views of different types of horizontal metal roofing sheets.

パネルlは野地板の役をはだすもので、第3図のように
長さしが葺上げる屋根の軒の長さと同しであり、幅Wが
妻の長さの約四分の−の大きさをもった横長の合板から
なっている。
Panel L serves as a roof board, and as shown in Figure 3, its length is the same as the length of the eaves of the roof to be thatched, and its width W is about a quarter of the length of the gable. It is made of oblong plywood with a certain size.

これらのパネル1上に取付けられる横葺き金属屋根板は
、第2図に示すように、基本的には主構葺板2Aと、吊
子2Bと、接続様葺板2Cとからなっている。これらの
各屋根板及び吊子はいずれもその長さがパネル1の長さ
と同じ長さの長尺板からなっており、所定の断面形状と
なるように長さ方向に沿ったプレス成型が施されている
As shown in FIG. 2, the horizontal metal roofing plates attached to these panels 1 basically consist of a main structural roofing plate 2A, a hanger 2B, and a connection-like roofing plate 2C. Each of these roof plates and hangers consists of a long plate with the same length as the length of panel 1, and is press-molded along the length direction so that it has a predetermined cross-sectional shape. has been done.

各屋根板のうち主構葺板2Aは、長さ方向に沿った上縁
に上向きのS字形折返し辺3による係止端4と、この折
返し辺3を介して連接される固定辺5とを有していて、
この固定辺5には中間に釘止め用突条6と先端縁に水返
し端7とが形成され、一方下縁には下向きに折返した鈎
端8が設けられている。また中間部にはS字形の折返し
辺9が設けられていて一枚の板幅に上下二段の横葺板2
a、2bが形成されるような形状となっている。
Of each roof board, the main structural roof board 2A has a locking end 4 formed by an upward S-shaped folded side 3 on its upper edge along the length direction, and a fixed side 5 connected via this folded side 3. have,
This fixed side 5 has a protrusion 6 for nailing in the middle and a barbed end 7 at the tip edge, while a hooked end 8 folded downward is provided at the lower edge. In addition, an S-shaped folded side 9 is provided in the middle part, and two upper and lower horizontal roofing boards 2 are provided in one board width.
The shape is such that a and 2b are formed.

吊子2Bは、片側に水返し端10を設けた釘止固定端1
1の一方の側辺を上方に立上らせ、パネル木下側方向に
延出させたのち下向きで固定端11方向に折返した係止
端12と、この係止端12の先端を■またはU字形に折
曲げた凹溝部13とを有している。
The hanger 2B has a nailed fixed end 1 with a water return end 10 on one side.
One side of the locking end 12 is made to stand upward, extend toward the bottom of the panel, and then folded downward in the direction of the fixed end 11, and the tip of this locking end 12 is shaped like a It has a concave groove portion 13 bent into a letter shape.

また接続様葺板2Cは、下縁及び中間部に前記主構葺板
2Aと同じような鈎端18と折返し辺19を有し、また
上縁には上向きに折返した鈎形差込端14が設けられて
いる。
Further, the connection-like roofing board 2C has a hook end 18 and a folded side 19 similar to the main structure roofing board 2A at the lower edge and the middle part, and a hook-shaped insertion end 14 which is folded upward at the upper edge. is provided.

第1図に示すように、パ矛ル1上には予しめ工場内にお
いて、該パネルの水下側下縁部に吊子2Bが第2図すに
示す係止端12を水下側に向くようにして、釘止固定端
11により固定される。次にこの吊子2Bの上面に上横
葺板2Aを配置し、この板2Aの第2図aに示す下縁の
鈎端8が吊子2Bの係止端12に差込係止されるように
セントして上縁の固定辺5を釘止めする。以後同様にし
てパネル1の水上側に向けて、最上段に一枚の接続桟葺
板2Cが配置される分のスペース15を残して、夫々の
上横葺板2Aを下縁の鈎端8が水下側にある上横葺板2
Aの上縁係止端4に差込係合され、上縁固定辺5が釘止
めされるようにして順次固定する。
As shown in FIG. 1, a hanger 2B is placed on the panel panel 1 in advance in the factory so that the locking end 12 shown in FIG. It is fixed by the nailed fixed end 11 so that it is facing the same direction. Next, the upper horizontal roofing plate 2A is placed on the upper surface of the hanger 2B, and the hooked end 8 of the lower edge of the plate 2A shown in FIG. 2a is inserted and locked into the locking end 12 of the hanger 2B. Center it as shown and nail the fixed side 5 of the upper edge. Thereafter, in the same manner, each upper horizontal roofing board 2A is attached to the hook end 8 of the lower edge toward the water side of the panel 1, leaving a space 15 for one connecting rail roofing board 2C at the top. The upper horizontal roofing board 2 is on the underwater side.
The upper edge locking end 4 of A is inserted into the upper edge locking end 4, and the upper edge fixing side 5 is fixed with a nail.

パネル1は上記のようにして予じめ工場内で同規格のも
のが製造され、一枚のパネル1毎に最上段に取付けられ
る一枚の接続桟葺板2Cがテープなどにより仮止めされ
た状態で出荷される。
Panels 1 were manufactured to the same specifications in advance in the factory as described above, and one connecting crosspiece roofing board 2C attached to the top of each panel 1 was temporarily fixed with tape or the like. Shipped in condition.

施工現場において夫々のパネル1は、第4図のようにク
レーンにより吊上げられて母屋16上に載置され、この
状態で屋根裏側から母屋16に対して止金具17により
固定される。
At the construction site, each panel 1 is lifted up by a crane and placed on the main building 16 as shown in FIG. 4, and in this state is fixed to the main building 16 from the back side of the roof with fasteners 17.

夫々のパネル1が母屋16上に固定された状態において
は、第5図のように夫々のパネル継目部分に接続桟葺板
2Cが未だ取付けられていないため、夫〃のパネル1に
備えられた接続桟葺板2Cを第6図に示すように夫々上
下段パネルの継目部分に差込む。即ち接続桟葺板2Cに
おける下縁の鈎端18が一下段パネル1aにおける最上
段主構葺板2Aの上縁係止端4に差込係合されるように
して、上縁の鈎形差込端14を、上段パネル1bにおけ
る最下段主横葺板1の下縁鈎端8が固定された吊子2B
の係止端12下面に差込む。
When each panel 1 is fixed on the main building 16, as shown in FIG. The connecting crosspiece roofing plates 2C are inserted into the joints of the upper and lower panels, respectively, as shown in FIG. That is, the hooked end 18 of the lower edge of the connecting rail roofing plate 2C is inserted and engaged with the upper edge locking end 4 of the uppermost main structural roofing plate 2A in the lower panel 1a, and the hooked end 18 of the upper edge The hanging end 14 is fixed to a hanger 2B to which the lower edge hook end 8 of the lowermost main horizontal roofing board 1 in the upper panel 1b is fixed.
Insert into the lower surface of the locking end 12 of.

〔発明の効果〕〔Effect of the invention〕

本発明は上記のように横長のパネル上に軒の長さと同じ
長さをもつ多数枚の横置金属板を予じめ地上で固定して
おき、同様にしてなるパネルをクレーンにより吊上げて
屋根母屋上に載置して、夫々のパネルの裏面を屋根母屋
に接続固定させるようにしたので、従来の屋根葺き工法
のように野地板上に横置金属板を一枚づつ取付けて行く
工法に比較して工費と時間とを大幅に節減することがで
きる。
As described above, in the present invention, a large number of horizontally placed metal plates having the same length as the eaves are fixed on the ground in advance on a horizontally long panel, and the same panels are hoisted by a crane to the roof. By placing the panels on the main roof and connecting and fixing the back side of each panel to the roof main building, it is no longer possible to install horizontal metal plates one by one on the roofing board as in the conventional roofing method. In comparison, construction costs and time can be significantly reduced.

ただプレハブ型式の屋根として第8図のように従来の横
置金属板を用いる場合は、縦葺き施工法に使用される金
属屋根板のように単に重ね合わすだけでは接続できない
という問題点を有するのに対し、本発明ではパネルの主
要部分に取付けられる上横葺板2Aのうちの最下段板の
下縁を、同パネル下縁木下側に予じめ固定した吊子2B
によって固定させ、上下段パネルの継目部分に配置する
接続桟葺板2Cの上縁の上向き鈎形差込端14を、前記
吊子2Bの係止端12の下面内奥部に差込めるようにし
たので、各パネルにおける屋根板の連続が接続桟葺板2
Cの差込操作だけで簡単に行うことができるという効果
を有する。
However, when using conventional horizontal metal plates as shown in Figure 8 for a prefabricated roof, there is a problem that they cannot be connected by simply overlapping them like the metal roof plates used in the vertical roof construction method. On the other hand, in the present invention, the lower edge of the lowermost board of the upper horizontal roofing boards 2A attached to the main part of the panel is fixed in advance to the lower edge of the same panel with a hanger 2B.
so that the upward hook-shaped insertion end 14 of the upper edge of the connecting rail 2C arranged at the joint between the upper and lower panels can be inserted deep inside the lower surface of the locking end 12 of the hanger 2B. Therefore, the continuation of the roof shingles in each panel is connected to the connecting crosspiece shingle 2.
This has the advantage that it can be easily performed by simply inserting the C.

また吊子2Bは、単に水下側に突設した係止端12によ
って、最下段主横葺板の下縁鈎端8をパネル上に固定す
るだけでなく、該係止端12の内端にUもしくは7字形
の凹溝部13を設けたので、接続桟葺板2Cの上縁鈎形
差込端14がこの吊子2Bの係止端12下面内奥に差込
まれた際に、凹溝部13のスプリングバック作用によっ
て鈎形差込端14を離脱の惧れなく確実に係止できると
いう効果を有する。
Furthermore, the hanger 2B not only fixes the lower hooked end 8 of the lower edge of the main horizontal roofing plate on the panel by the locking end 12 protruding downwardly, but also Since a U- or 7-shaped concave groove portion 13 is provided in the holder, when the hook-shaped insertion end 14 of the upper edge of the connecting frame plate 2C is inserted deep inside the lower surface of the locking end 12 of the hanger 2B, The springback action of the groove 13 has the effect that the hook-shaped insertion end 14 can be reliably locked without fear of coming off.

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

第1図は本発明に係る横葺金属板屋根の施工法に使用さ
れるパネルの斜視図、第2図は本発明の施工法に使用さ
れる各種横置金属板の形状を示す部分斜視図、第3図は
パネルの配置関係を示す斜視図、第4図はパネルを母屋
上に載置した状態の部分断面図、第5図はパネル継目部
に接続桟葺板を接続する前の構成を示す断面図、第6図
は接続桟葺板を接続した後の構成を示す断面図、第7図
は従来における縦葺き形プレハブ屋根の構成を示す断面
図、第8図は従来の一般的な横葺き金属屋根板を用いて
プレハブ屋根の施工を仮定した場合の断面図である。図
において、 1:パネル、2A:上横葺板、2B:吊子、2C:接続
桟葺板、3,9,19 : S字形折返し辺、4:係止
端、5:固定片、6:突条、 ?、10:水返し端、8,18:鈎端、11:固定端、
l2:係止端、13:凹溝部
Fig. 1 is a perspective view of a panel used in the construction method of a horizontal metal plate roof according to the present invention, and Fig. 2 is a partial perspective view showing the shapes of various horizontal metal plates used in the construction method of the present invention. , Fig. 3 is a perspective view showing the arrangement of panels, Fig. 4 is a partial cross-sectional view of the panel placed on the main roof, and Fig. 5 is the configuration before connecting the connecting railing board to the panel joint. Figure 6 is a cross-sectional view showing the configuration after connecting the connecting beam roofing plates, Figure 7 is a cross-sectional view showing the configuration of a conventional vertically-roofed prefabricated roof, and Figure 8 is a conventional general FIG. 2 is a cross-sectional view assuming that a prefabricated roof is constructed using horizontal metal roofing sheets. In the figure, 1: panel, 2A: upper horizontal roofing board, 2B: hanger, 2C: connecting crosspiece roofing board, 3, 9, 19: S-shaped folded side, 4: locking end, 5: fixed piece, 6: Projections, ? , 10: water return end, 8, 18: hook end, 11: fixed end,
l2: Locking end, 13: Concave groove part

Claims (2)

【特許請求の範囲】[Claims] (1)多数枚の横葺金属屋根板を予じめ固定した複数枚
のパネルを、屋根母屋上にて接続固定するプレハブ形屋
根の施工法であって、上段パネルの水下側に吊子を固定
しておいて、該上段パネルにおける最下段主横葺板の下
縁の下向き鈎端を前記吊子の係止端に係合させ、上下段
パネルの継目部分には、下段パネルの最上段主横葺板に
下縁鈎部を連結させた接続横葺板の上縁の上向き鈎形差
込端が、前記上段パネルの吊子係止端下面内奥部に差込
まれることにより、上下段パネルの屋根板が相互に連続
されることを特徴とした横葺金属屋根板による屋根の施
工法。
(1) A prefabricated roof construction method in which multiple horizontal metal roofing panels are fixed in advance and connected and fixed on the roof purlin, with hangers attached to the underwater side of the upper panel. is fixed, and the downward hook end of the lower edge of the lowermost main horizontal roofing board in the upper panel is engaged with the locking end of the hanger, and the joint part of the upper and lower panels is By inserting the upward hook-shaped insertion end of the upper edge of the connecting horizontal roofing plate, which has the lower edge hook connected to the upper main horizontal roofing plate, into the deep inside of the lower surface of the hanger locking end of the upper stage panel, A roof construction method using horizontal metal roofing sheets, characterized by the roofing sheets of the upper and lower panels being interconnected.
(2)上段パネルの水下側に取付けられる吊子が釘止固
定端の側方を水下側に延出したのち、該固定端側に折返
された係止端と、この係止端の先端に折曲げた凹溝部と
を有しているものである特許請求の範囲第1項記載の横
葺金属屋根板による屋根の施工法。
(2) After the hanger attached to the underwater side of the upper panel extends the side of the nailed fixed end to the underwater side, the locking end is folded back to the fixed end side, and the locking end of this locking end is 2. A method of constructing a roof using horizontal metal roofing plates according to claim 1, which has a bent groove at the tip.
JP25053384A 1984-11-29 1984-11-29 Construction of roof by metal roof panel Granted JPS61130543A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25053384A JPS61130543A (en) 1984-11-29 1984-11-29 Construction of roof by metal roof panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25053384A JPS61130543A (en) 1984-11-29 1984-11-29 Construction of roof by metal roof panel

Publications (2)

Publication Number Publication Date
JPS61130543A true JPS61130543A (en) 1986-06-18
JPH057500B2 JPH057500B2 (en) 1993-01-28

Family

ID=17209311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25053384A Granted JPS61130543A (en) 1984-11-29 1984-11-29 Construction of roof by metal roof panel

Country Status (1)

Country Link
JP (1) JPS61130543A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0533609Y2 (en) * 1987-10-22 1993-08-26

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50132917U (en) * 1974-04-18 1975-10-31
JPS51131020U (en) * 1975-04-15 1976-10-22

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50132917U (en) * 1974-04-18 1975-10-31
JPS51131020U (en) * 1975-04-15 1976-10-22

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0533609Y2 (en) * 1987-10-22 1993-08-26

Also Published As

Publication number Publication date
JPH057500B2 (en) 1993-01-28

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