JPH11236751A - Roof repair method - Google Patents
Roof repair methodInfo
- Publication number
- JPH11236751A JPH11236751A JP3863398A JP3863398A JPH11236751A JP H11236751 A JPH11236751 A JP H11236751A JP 3863398 A JP3863398 A JP 3863398A JP 3863398 A JP3863398 A JP 3863398A JP H11236751 A JPH11236751 A JP H11236751A
- Authority
- JP
- Japan
- Prior art keywords
- new
- roof
- existing
- rafters
- metal
- 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
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、既設の屋根に敷設した
屋根板をそのままにして、その上に金属製屋根板を横葺
又は縦葺する工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for horizontal or vertical roofing of a metal roof slab on a roof slab laid on an existing roof.
【0002】[0002]
【従来の技術】既設屋根の葺替えに際し全部の屋根板を
剥して葺き替えると、大変な手数がかかり、また建物を
使用したままでの葺替え作業が困難である。そこで、既
設の屋根板をそのまま残し、その上に新設の屋根板を敷
設する工法が採用されるようになってきた。既設屋根板
上に薄い金属屋根板を載せ、既設屋根板を貫通する釘,
ネジ等の止め金具で金属屋根板を垂木に固定するとき、
屋根の厚みを増加させることなく金属屋根板を新設でき
る。2. Description of the Related Art When rebuilding an existing roof, if all the shingles are peeled off and replaced, it takes a lot of trouble and it is difficult to replace the roof while using the building. Therefore, a method of laying a new roof shingle on an existing roof shingle as it is has been adopted. A thin metal shingle is placed on the existing shingle and a nail penetrates the existing shingle.
When fixing metal shingle to rafters with fasteners such as screws,
Metal shingles can be newly installed without increasing the thickness of the roof.
【0003】既設の屋根は、たとえば図1に示すよう
に、母屋1の屋根傾斜面に沿って屋根下地となる複数の
木毛板2が張られ、隣接する木毛板2の間に垂木3が配
置された下地構造をもつ。既設屋根板10は、木毛板2
上に配置され、既設ビス11によって垂木3に固定され
る。上段及び下段の既設屋根板10は既設吊子12によ
って相互に連結され、軒先側の既設屋根板14には既設
軒先唐草15がビス,釘等の既設止め金具16で木毛板
2や垂木3に固着されている。新設金属屋根板20の敷
設に際しては、軒先側に使用される金属屋根板を工事現
場で切断加工し、必要な有効長さをもつ調整板24を用
意する。調整板24は、既設軒先唐草13を包み込むよ
うに既設金属屋根板14に重ね合わされ、新設ビス22
で垂木3に固定される。上段側の新設金属屋根板20
は、新設吊子23を介して調整板24にに噛み合わされ
た後、新設ビス22で垂木3に固定される。新設金属屋
根板20には、同様にして更に上段側の新設金属屋根板
20が噛み合わされ、垂木3に固定される。なお、新設
金属屋根板20としては、必要に応じ断熱・耐水性裏張
り29として発泡樹脂等をライニングしたものが使用さ
れる。As shown in FIG. 1, for example, an existing roof is provided with a plurality of wooden boards 2 serving as a roof base along a sloped roof of a main house 1, and rafters 3 are provided between adjacent wooden boards 2. Are provided in the base structure. The existing shingle 10 is made of wood wool 2
It is arranged on the upper side and is fixed to the rafter 3 by the existing screw 11. The existing shingles 10 on the upper and lower tiers are connected to each other by existing hangers 12, and the existing shingles 15 on the eaves side are provided with the existing eaves arabesque 15 by using existing fasteners 16 such as screws and nails. It is stuck to. When laying the new metal shingle 20, a metal shingle used on the eaves side is cut at a construction site to prepare an adjustment plate 24 having a required effective length. The adjusting plate 24 is superimposed on the existing metal roof plate 14 so as to wrap the existing eaves arabesque 13, and the new screw 22
And is fixed to the rafter 3. Newly installed metal shingle 20 on the upper side
Is fixed to the rafter 3 with the new screws 22 after being meshed with the adjusting plate 24 via the new hanging members 23. Similarly, the new metal roof plate 20 on the upper stage side is meshed with the new metal roof plate 20 and fixed to the rafter 3. In addition, as the new metal roofing plate 20, a material which is lined with a foamed resin or the like as a heat insulating / waterproof backing 29 as necessary is used.
【0004】[0004]
【発明が解決しようとする課題】このように新設金属屋
根板20で既設屋根を葺くとき、既設屋根板10と同じ
働き幅Lをもつ新設金属屋根板20が必要とされる。そ
のため、既設屋根板10に応じて種々のサイズをもつ金
属屋根板20を用意しておくことが要求される。また、
既設吊子13で連結した既設屋根板10,10の目地部
を覆うように新設金属屋根板20が設けられるため、敷
設された2段目以降の新設金属屋根板20が太鼓状に膨
らみ、見映えの悪い仕上りになる。軒先側用の調整板2
4は、施工対象である既設屋根の寸法に合わせて金属屋
根板を切断することにより用意する必要がある。調整板
24と上段側金属屋根板20との重ね部をずらすことに
より、場合によっては切断加工を省略できるが、その分
だけ施工の自由度が低下する。本発明は、このような問
題を解消すべく案出されたものであり、新設屋根板の下
地材を既設屋根板の上に配置することにより、既設屋根
板の形状や寸法に影響されず、高い自由度で新設屋根板
を敷設し、見映えのよい施工仕上りの屋根を構築するこ
とを目的とする。When the existing roof is laid with the new metal roof plate 20, a new metal roof plate 20 having the same working width L as that of the existing roof plate 10 is required. Therefore, it is required to prepare metal roofing sheets 20 having various sizes according to the existing roofing sheet 10. Also,
Since the new metal shingle 20 is provided so as to cover the joints of the existing shingles 10 and 10 connected by the existing suspension 13, the newly laid metal shingles 20 on the second and subsequent tiers are swelled like a drum. It gives a poor finish. Adjustment plate 2 for eaves side
No. 4 needs to be prepared by cutting a metal shingle according to the dimensions of the existing roof to be constructed. By shifting the overlapping portion between the adjusting plate 24 and the upper-side metal roofing plate 20, cutting processing can be omitted in some cases, but the degree of freedom of construction is reduced by that much. The present invention has been devised to solve such a problem, and by arranging the base material of the new shingle on the existing shingle, the shape and dimensions of the existing shingle are not affected. The purpose is to lay a new roof slab with a high degree of freedom and to build a roof with a good-looking construction finish.
【0005】[0005]
【課題を解決するための手段】本発明の屋根改修工法
は、その目的を達成するため、既設屋根板の上に屋根の
傾斜面に沿って新設金属垂木を配置し、隣接する新設金
属垂木の間にパネル状発泡樹脂成形体を敷設し、既設屋
根板を貫通する止め金具で新設金属垂木を既設垂木に固
定し、既設軒先唐草と新設金属垂木及びパネル状発泡樹
脂成形体の下位側端部を包み込むように新設軒先唐草を
取り付けた後、軒先側の新設金属屋根板の下位側を新設
軒先唐草に嵌め合わせて上位側を新設金属垂木に固定
し、上段側の新設金属屋根板の下位側を下段側の新設金
属屋根板に新設吊子を介して噛み合わせ上位側を新設金
属垂木に固定することを特徴とする。新設金属垂木とし
ては、軽量で強度,耐食性に優れた中空状のアルミ押出
し形材を使用することが好ましい。According to the roof repair method of the present invention, in order to achieve the object, a new metal rafter is arranged on an existing shingle along an inclined surface of a roof, and a space between adjacent new metal rafters is provided. A panel-shaped foamed resin molded article is laid on the new roof, and the new metal rafter is fixed to the existing rafter with a fastener penetrating the existing roof plate.The lower eaves of the existing eaves arabesque and the new metal rafter and the panel-shaped foamed resin molded article are fixed. After installing the new eaves arabesque so that it wraps around it, fit the lower side of the new eaves arabesque to the new eaves arabesque, fix the upper side to the new metal rafters, and lower the lower side of the upper metal roof plate. It is characterized in that it meshes with a newly-installed metal roof plate on the lower side via a newly-installed suspension, and the upper side is fixed to the newly-installed metal rafter. As the new metal rafter, it is preferable to use a hollow aluminum extruded profile which is lightweight, excellent in strength and corrosion resistance.
【0006】[0006]
【実施の形態】本発明に従った工法では、図2に示すよ
うに屋根の傾斜面に沿って新設垂木31を既設屋根板1
0の上に配置する。新設垂木31としては、屋根にかか
る重量を軽減するため、耐食性,強度に優れた中空状の
アルミ押出し形材を使用することが好ましい。新設垂木
31は、既設垂木3に達する脚長をもつビス35や止め
金具で既設垂木3に固着される。木質の既設垂木3やコ
ンクリート下地,硬質木毛セメント板等の既設屋根下地
に対しては、アンカーボルト,ビス,釘等の止め金具が
使用できる。新設垂木31の間には、軽量で断熱性,遮
音性に優れた新設硬質発泡樹脂成形体36が敷設され
る。このように新設垂木31及び新設硬質発泡樹脂成形
体36を組み合わせて使用するとき、屋根の厚み増加も
抑えられる。新設硬質発泡樹脂成形体36を基礎として
新設金属屋根板30が敷設される。新設硬質発泡樹脂成
形体36によって実質的な屋根下地面が新しく形成され
ることになるので、既設屋根板10の形状やサイズによ
る影響を受けることなく、次のように横葺又は縦葺方式
で新設金属屋根板30を敷設できる。DESCRIPTION OF THE PREFERRED EMBODIMENTS In a construction method according to the present invention, a new rafter 31 is formed along an inclined surface of a roof as shown in FIG.
Place it on zero. As the new rafter 31, it is preferable to use a hollow aluminum extruded shape excellent in corrosion resistance and strength in order to reduce the weight on the roof. The new rafter 31 is fixed to the existing rafter 3 with a screw 35 having a leg length reaching the existing rafter 3 or a stopper. An anchor bolt, a screw, a nail, or the like can be used for an existing roof base such as an existing wooden rafter 3, a concrete base, or a hard wood cement board. Between the new rafters 31, a new hard foamed resin molded body 36, which is lightweight and has excellent heat insulation and sound insulation properties, is laid. As described above, when the new rafter 31 and the new hard foamed resin molded body 36 are used in combination, an increase in the thickness of the roof can be suppressed. A new metal shingle 30 is laid on the basis of the new hard foamed resin molded body 36. Since a substantial roof base surface is newly formed by the newly-formed hard foamed resin molded body 36, it is not affected by the shape and the size of the existing roofing sheet 10, and a horizontal roofing or vertical roofing method is used as follows. A new metal shingle 30 can be laid.
【0007】横葺工法では、先ず既設軒先唐草15及び
新設垂木31の下位側端部を包み込むように、新設軒先
唐草37を配置する。新設軒先唐草37としては、たと
えば軽量で耐食性に優れたアルミ押出し形材が使用さ
れ、ビス38,ボルト等の止め金具で新設垂木31に上
位側が固着される。軒先側に位置する新設金属屋根板3
4の下位側係合部を新設軒先唐草37に嵌め合わせ、新
設金属屋根板34の上位側をビス32,ボルト等の新設
止め金具で新設垂木31に固定する。新設垂木31に固
定された新設金属屋根板34に、新設吊子33を介して
上段側の新設金属屋根板30の下位側端部が噛み合わさ
れる。新設金属屋根板30は、上位側で新設ビス32に
より新設垂木31に固着される。更に上段側の新設金属
屋根板30も、同様に下段側の新設金属屋根板30に下
位側が噛み合わされ、上位側が新設垂木31に固着され
る。なお、新設金属屋根板34,30としては、内面に
発泡樹脂等の裏張り39を設けたものを使用できる。ま
た、吊子33が一体化された新設金属屋根板34,30
を使用すると、作業性が改善されるばかりでなく、風圧
に対する抵抗力が大きな屋根が構築される。In the horizontal roofing method, a new eaves arabesque 37 is first arranged so as to wrap around the lower end of the existing eaves arabesque 15 and the new rafter 31. As the new eaves arabesque 37, for example, an extruded aluminum material that is lightweight and has excellent corrosion resistance is used, and the upper side is fixed to the new rafter 31 with fasteners such as screws 38 and bolts. New metal roof 3 located on the eaves side
4 is fitted to the new eaves arabesque 37, and the upper side of the new metal roof plate 34 is fixed to the new rafter 31 with new fasteners such as screws 32 and bolts. The lower end portion of the upper-side new metal roof plate 30 is engaged with the new metal roof plate 34 fixed to the new rafter 31 via the new suspension element 33. The new metal roof plate 30 is fixed to the new rafter 31 with the new screws 32 on the upper side. Further, similarly, the lower-side new metal roof plate 30 of the upper-stage new metal roof plate 30 is also meshed with the lower-side new metal roof plate 30, and the upper-side side is fixed to the new rafter 31. As the new metal roofing plates 34 and 30, those having a backing 39 such as a foamed resin on the inner surface can be used. In addition, new metal roof plates 34 and 30 in which the suspension 33 is integrated.
Using not only improves workability, but also builds a roof with greater resistance to wind pressure.
【0008】このようにして既設屋根板10の上に、新
設金属屋根板30,34を棟方向に取り付け、屋根全体
を横葺する。敷設された新設金属屋根板30は、図1に
示すような既設吊子13を介した上下段の既設屋根板1
0の連結部によって上方に押し上げられて太鼓状に変形
することがなく、フラットな面を構成する屋根板とな
る。そのため、施工仕上りは、見映えのよいものとな
る。また、軒先側特有の有効働き幅をもつ調節板24が
得られるように金属屋根板を作業現場で切断加工する必
要がなく、予め定まった長さをもつ新設金属屋根板34
を軒先側に使用できるため、施工性も改善される。しか
も、既設屋根板10の働き幅Lに影響されることなく、
新設金属屋根板30の働き幅L1 を設定できるため、顧
客ニーズに対応した横葺又は縦葺が可能となる。In this manner, the new metal roofing plates 30, 34 are mounted on the existing roofing plate 10 in the ridge direction, and the entire roof is laid horizontally. The laid new metal shingle 30 is connected to the existing roof shingles 1 on the upper and lower tiers via the existing hangers 13 as shown in FIG.
The roof plate is not pushed up by the connecting portion of 0 and deformed into a drum shape, and has a flat surface. Therefore, the finish of the construction is good. Further, it is not necessary to cut the metal roof shingle at the work site so that the adjusting plate 24 having the effective working width peculiar to the eaves side is obtained, and the new metal roof shingle 34 having a predetermined length is not required.
Because it can be used on the eaves side, workability is also improved. Moreover, without being affected by the working width L of the existing shingle 10,
Because it can set the working width L 1 of the new metal roof plate 30, lateral葺又that meet customer needs becomes possible Tate葺.
【0009】[0009]
【発明の効果】以上に説明したように、本発明の屋根改
修工法では、既設屋根板の上に金属垂木を新たに設け、
隣接する金属垂木の間に発泡樹脂成形体を敷設して実質
的な屋根下地面を新たに形成し、この下地面に新設金属
屋根板を敷設している。この敷設作業は、従来の新築家
屋に対する屋根葺き作業と同じ作業であり、作業現場で
の切断作業や形状修正等が不要となるため、作業性よく
新設金属屋根板を敷設することが可能になる。また、敷
設された新設金属屋根板が従来のように太鼓状に変形す
ることがないので、施工仕上りも見映えのよいものとな
る。As described above, according to the roof repair method of the present invention, a metal rafter is newly provided on an existing shingle,
A foamed resin molded article is laid between adjacent metal rafters to form a substantially new roof base surface, and a new metal roof plate is laid on the base surface. This laying work is the same as the roofing work for a conventional new house, and cutting work and shape correction at the work site are not required, so that it is possible to lay a new metal shingle with good workability. . In addition, since the laid new metal roof slab does not deform like a drum as in the conventional case, the finish of the construction is good.
【図1】 既設屋根板に新設屋根板を従来工法で敷設し
た屋根を棟方向にみた断面図(a)及び屋根傾斜面方向
にみた断面図(b)FIG. 1 is a cross-sectional view of a roof in which a new shingle is laid on an existing shingle by a conventional method, as viewed in a ridge direction (a) and a cross-sectional view as viewed in a roof slope direction (b).
【図2】 既設屋根板に新設屋根板を本発明に従って敷
設した屋根を棟方向にみた断面図(a)及び屋根傾斜面
方向にみた断面図(b)FIG. 2 is a cross-sectional view of a roof in which a new shingle is laid on an existing shingle according to the present invention, as viewed in a ridge direction (a), and a cross-sectional view as viewed in a roof slope direction (b).
1:母屋 2:木毛材 3:垂木 10:既設屋根板 12:既設ビス 13:既設吊
子 14:軒先側の既設屋根板 15:既設軒先唐
草 16:既設止め金具 30:新設金属屋根板 31:新設金属垂木 3
2:新設ビス 33:新設吊子 34:軒先側の新
設金属屋根板 35:ビス 36:新設発泡樹脂成
形体 37:新設軒先唐草 38:新設ビス
39:裏張り L:既設屋根板の働き幅 L1 :新設金属屋根板の働き幅1: Main building 2: Wood wool 3: Rafter 10: Existing roof plate 12: Existing screw 13: Existing suspension plate 14: Existing roof plate on the eaves side 15: Existing eaves arabesque 16: Existing fastener 30: New metal roof plate 31 : New metal rafters 3
2: New screw 33: New suspension 34: New metal roof panel on the eaves side 35: Screw 36: New foam resin molded body 37: New eaves arabesque 38: New screw
39: backing L: working width of the existing roof plate L 1: working width of the new metal roof plate
Claims (2)
新設金属垂木を配置し、隣接する新設金属垂木の間にパ
ネル状発泡樹脂成形体を敷設し、既設屋根板を貫通する
止め金具で新設金属垂木を既設垂木に固定し、既設軒先
唐草と新設金属垂木及びパネル状発泡樹脂成形体の下位
側端部を包み込むように新設軒先唐草を取り付けた後、
軒先側の新設金属屋根板の下位側を新設軒先唐草に嵌め
合わせて上位側を新設金属垂木に固定し、上段側の新設
金属屋根板の下位側を下段側の新設金属屋根板に新設吊
子を介して噛み合わせ上位側を新設金属垂木に固定する
ことを特徴とする屋根改修工法。1. A new metal rafter is arranged on an existing roof plate along a slope of a roof, a panel-like foamed resin molded body is laid between adjacent new metal rafters, and a stopper for penetrating the existing roof plate. After fixing the new metal rafter to the existing rafter, and attaching the new eaves arabesque to wrap the existing eaves arabesque and the lower end of the new metal rafters and panel-shaped foamed resin molded article,
The lower side of the new metal roof shingle on the eaves side is fitted to the new eaves arabesque and the upper side is fixed to the new metal rafters, and the lower side of the new metal roof slat on the upper side is newly installed on the lower metal shingle on the lower side. Roof repair method characterized in that the upper side of the roof is fixed to a newly installed metal rafter through the interlock.
木として使用する請求項1記載の屋根改修工法。2. The method for repairing a roof according to claim 1, wherein the hollow extruded aluminum member is used as a new metal rafter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3863398A JPH11236751A (en) | 1998-02-20 | 1998-02-20 | Roof repair method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3863398A JPH11236751A (en) | 1998-02-20 | 1998-02-20 | Roof repair method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11236751A true JPH11236751A (en) | 1999-08-31 |
Family
ID=12530656
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3863398A Pending JPH11236751A (en) | 1998-02-20 | 1998-02-20 | Roof repair method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11236751A (en) |
-
1998
- 1998-02-20 JP JP3863398A patent/JPH11236751A/en active Pending
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