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JP2002155601A - Lap roofing construction method for roof - Google Patents

Lap roofing construction method for roof

Info

Publication number
JP2002155601A
JP2002155601A JP2000351778A JP2000351778A JP2002155601A JP 2002155601 A JP2002155601 A JP 2002155601A JP 2000351778 A JP2000351778 A JP 2000351778A JP 2000351778 A JP2000351778 A JP 2000351778A JP 2002155601 A JP2002155601 A JP 2002155601A
Authority
JP
Japan
Prior art keywords
purlin
roof
sections
corrugated slate
saddle member
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
JP2000351778A
Other languages
Japanese (ja)
Inventor
Yoshinori Nakai
善律 仲井
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000351778A priority Critical patent/JP2002155601A/en
Publication of JP2002155601A publication Critical patent/JP2002155601A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To layout a new roof on the top face of an existing corrugated state without hardly generating scraping chips, noises or the like by utilizing an existing hook bolt. SOLUTION: Saddle members 18 having a pair of engaging pieces 20 in lower sections and chevron-shaped supporting sections 22 in upper sections are used. The engaging pieces 20 are pointed at the abutting sections of nuts 17 screwed to the hook bolts 12 and the crest sections of corrugated state roofs 10, and the opening ends 20a of the engaging pieces 20 are inserted among the abutting sections of the nuts 17 and the crest sections 10a of the slate roofs 10 by forcibly pushing and deforming these abutting sections and engaging pieces from both sides. The saddle members 18 are covered with a through- purlin 24 from upper sections, and the through-purlin 24 is extended in the crossing direction to the crest sections of the slate roofs 10. The covering sections of the through-purlin 24 and the chevron-shaped supporting sections 22 are fixed by fasteners 26, metallic roofing materials 28 are lap-roofed on the through-purlin 24, and the metallic roofing material 28 and the purlin 24 are fixed by fasteners 30.

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】この発明は、屋根の重ね葺き
工法に関し、更に詳細には、既設の波形スレート屋根に
新たな別の屋根材を葺くようにした屋根の重ね葺き工法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roofing method, and more particularly to a roofing method in which another existing roofing material is laid on an existing corrugated slate roof. .

【0002】[0002]

【従来の技術】工場や倉庫等の建物の屋根材として波形
スレートが広く使用されている。この波形スレートは、
屋根を構成する母屋桁の上面に敷設部材を介して載置さ
れるものであって、該母屋桁に所定間隔毎に掛止したフ
ックボルトが該スレートの各山形頂部を貫通して上方に
延在する雄ネジ部にナットを螺合することにより支持固
定される。この波形スレートを葺いた屋根は、破損した
り経年的に劣化することで適宜補修がなされるが、その
補修する際の手段としては、交換される波形スレートお
よびこれと重合して隣接する他の波形スレートを支持し
ているフックボルトを母屋桁から全て外し、この交換す
るべきスレートを撤去した後に新しい波形スレートを配
設する。
2. Description of the Related Art A corrugated slate is widely used as a roof material for buildings such as factories and warehouses. This waveform slate is
Hook bolts, which are mounted on the upper surface of a purlin girder forming a roof via a laying member, are hooked at predetermined intervals on the purlin girder, and extend upward through the respective chevron tops of the slate. It is supported and fixed by screwing a nut to the existing male screw part. Roofs covered with this corrugated slate are repaired as appropriate due to damage or deterioration over time, but as a means for repairing, the corrugated slate to be replaced and other Remove all hook bolts supporting the corrugated slate from the purlin girder and remove the slate to be replaced before installing a new corrugated slate.

【0003】新たなスレートの適宜個所にはフックボル
トを挿通させるための通孔を開設し、該通孔に挿通した
フックボルトの下部を母屋桁の上部に掛止させた後に、
前記ナットを螺合することで当該新たなスレートが支持
固定されることになる。しかしこの手段においては、破
損等した旧スレートの一部やこれを撤去する際の塵埃
が、前記各母屋桁の間から建物内部に落下して床面等を
汚損してしまう難点がある。また前述したように、新た
なスレートには、フックボルトを挿通させるための通孔
を新たに開設する手間が生じるため、多大な人力と施工
費用を要すると云った点も指摘される。
[0003] At appropriate places of the new slate, a through hole for inserting a hook bolt is opened, and the lower part of the hook bolt inserted into the through hole is hooked on the upper part of the purlin girder.
By screwing the nut, the new slate is supported and fixed. However, this method has a drawback that a part of the damaged old slate or dust when removing the old slate falls into the inside of the building from between the purlins and soils the floor and the like. Also, as mentioned above, it is pointed out that a new slate requires a lot of labor and construction cost because it requires time to newly open a through hole for inserting a hook bolt.

【0004】そこでこの問題を解決する手段として、例
えば特開平8−184137号の出願に係る発明「既設
屋根の補修工法」では、波形スレートの上方に屋根葺き
材としての金属板を設置する提案がなされている。すな
わちこの工法によれば、波形スレートの上に金属製の母
屋支持部材を所定間隔で設置し、この母屋支持部材の上
に母屋が設置されるようになっている。この母屋支持部
材の上面には、該母屋に形成されたルーズ孔と対応する
よう穿設孔が形成されており、このルーズ孔および穿設
孔を通って波形スレートに貫通される固定ねじを螺入す
ることにより、当該母屋が波形スレートを支持している
母屋に固定されている。また母屋支持部材の上面に配設
された母屋には、その長手方向に沿って所定間隔おきに
屋根葺き材固定部材が取付けられ、この屋根葺き材固定
部材を介して前記金属板が配設されるようになってい
る。
As a means for solving this problem, for example, in the invention "Repairing method for an existing roof" according to the application of Japanese Patent Application Laid-Open No. 8-184137, there is a proposal to install a metal plate as a roofing material above a corrugated slate. It has been done. That is, according to this method, a metal purlin support member is installed on the corrugated slate at predetermined intervals, and the purlin is installed on the purlin support member. A perforated hole is formed on the upper surface of the purlin support member so as to correspond to a loose hole formed in the purlin, and a fixing screw that passes through the loose hole and the perforated hole to the waveform slate is screwed. By inserting, the purlin is fixed to the purlin supporting the waveform slate. In addition, a roofing member fixing member is attached to the purlin provided on the upper surface of the purlin support member at predetermined intervals along the longitudinal direction thereof, and the metal plate is disposed via the roofing member fixing member. It has become so.

【0005】[0005]

【発明が解決しようとする課題】前述した補修工法で
は、補修するべき波形スレートをその場から撤去しなく
てもよいためその分の施工を簡略化できる利点がある。
しかしながら前記母屋支持部材を波形スレートに配設す
るに際しては、固定ネジを挿通するための通孔を該スレ
ートに対して新たに設ける必要があるため、この通孔の
開設時に削りカスが飛散したり騒音や振動が発生すると
云った不具合が生じることになる。また既設のフックボ
ルトの他に前述した固定ねじを用意する必要があるので
施工コストが上昇してしまう難点もある。
The above-mentioned repair method has an advantage that the waveform slate to be repaired does not have to be removed from the place, and the construction can be simplified accordingly.
However, when arranging the purlin support member on the corrugated slate, it is necessary to newly provide a through hole for inserting the fixing screw into the slate. Problems such as generation of noise and vibration will occur. Further, it is necessary to prepare the fixing screws described above in addition to the existing hook bolts, so that there is a problem that the construction cost is increased.

【0006】[0006]

【発明の目的】この発明は、前述した従来技術に内在し
ている前記課題に鑑み、これを好適に解決するべく提案
されたものであって、既設のフックボルトを利用するこ
とで、削りカスや騒音等を殆ど発生することなく既設の
波形スレートの上面に新たな屋根を葺くようにした屋根
の重ね葺き工法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been proposed in view of the above-mentioned problems inherent in the prior art, and has been proposed to solve the problem in a favorable manner. It is an object of the present invention to provide a roofing method in which a new roof is laid on the upper surface of an existing waveform slate with almost no noise or noise.

【0007】[0007]

【課題を解決するための手段】前述した課題を解決し、
所期の目的を好適に達成するため本発明に係る屋根の重
ね葺き工法は、長尺の母屋桁に下部を係止させたフック
ボルトを上方へ延在させて、該母屋桁に葺いた波形スレ
ート屋根の各山部に貫通させ、該フックボルトの上部の
雄ネジ部にナットを螺合して該波形スレート屋根を該母
屋桁に固定するようにした既設の屋根構造に関して、こ
の波形スレート屋根の上に金属屋根材を重ね葺きする工
法であって、常には離間状態にあって対向している一対
の係止片を下方に備え、上方に山形支持部を有する変形
可能なサドル部材を使用し、前記フックボルトに螺合し
たナットと前記波形スレート屋根の山部との当接部に、
前記サドル部材における一対の係止片の開放端を両側か
ら指向させ、前記サドル部材の両係止片を両側から強制
的に押圧変形させて、該係止片の対向し合う開放端を前
記ナットと波形スレート屋根の山部との当接部の間に嵌
入させ、前記嵌入により前記波形スレート屋根の山部に
固定された前記サドル部材の山形支持部に、下方が開放
した長尺のチャンネル部材からなる通し母屋を上方から
被着して、該通し母屋を該波形スレート屋根の山部に対
し交差する方向へ延在させ、前記通し母屋と前記山形支
持部との被着部をボルト等の締結具により順次固定する
ことで、該通し母屋を前記サドル部材に取付け、次い
で、前記サドル部材に支持されて前記波形スレート屋根
の山部と交差する方向へ延在している前記通し母屋の上
に前記金属屋根材を重ね葺きし、該金属屋根材と該通し
母屋とをボルト等の締結具により固定するようにしたこ
とを特徴とする。
[MEANS FOR SOLVING THE PROBLEMS]
In order to suitably achieve the intended purpose, the roof lapping method according to the present invention is characterized in that a long purlin girder is provided with a hook bolt having a lower portion extending upward and a corrugated roof roof girder. Regarding the existing roof structure in which the corrugated slate roof is fixed to the purlin girder by penetrating through each mountain portion of the slate roof and screwing a nut to the male screw portion above the hook bolt, Is a method of stacking a metal roofing material on top of a roof, and using a deformable saddle member having a pair of locking pieces that are always separated and facing each other below, and have a chevron support section above And a contact portion between the nut screwed to the hook bolt and the peak of the corrugated slate roof,
Open ends of a pair of locking pieces of the saddle member are directed from both sides, and both locking pieces of the saddle member are forcibly pressed and deformed from both sides, and the opposed open ends of the locking pieces are fixed to the nut. And a long channel member having a downwardly open lower portion formed in the mountain-shaped support portion of the saddle member fixed to the mountain portion of the waveform slate roof by the fitting. A through purlin consisting of: extending from above, extending the through purlin in a direction intersecting the crest of the corrugated slate roof. The passing purlin is attached to the saddle member by sequentially fixing with the fasteners, and then supported on the saddle member and extending over the corrugated slate roof in a direction intersecting with the crest. The metal roofing material It roofing, and is characterized in that so as to secure the fastener such as a bolt and a main house and the metal roofing and vent.

【0008】[0008]

【発明の実施の形態】次に、本発明に係る屋根の重ね葺
き工法につき、好適な実施例を挙げて、添付図面を参照
しながら以下説明する。この工法が施行される屋根の構
造自体は、図1および図3に示すように、波形スレート
屋根10の適宜個所における山形頂部に穿設された通孔
(図示せず)を介してフックボルト12が挿通されてい
る。該フックボルト12は、その下端部に鋭角に折曲形
成されたフック部が母屋桁14の上部に係止されると共
に、雄ネジ部12aを設けた上部が波形スレート屋根1
0の上方に延在するよう配置されており、この雄ネジ部
12aにスポンジ座金15および亀座金16を介してナ
ット17を螺合することで該波形スレート屋根10が母
屋桁14に支持固定されている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a roofing method according to the present invention. As shown in FIGS. 1 and 3, the structure of the roof to which this method is applied is a through hole formed at an appropriate point of the corrugated slate roof 10 at the top of the chevron.
Hook bolts 12 are inserted through (not shown). The hook bolt 12 has a hook portion bent at an acute angle at a lower end thereof, which is engaged with an upper portion of the purlin girder 14, and an upper portion provided with a male screw portion 12a has a corrugated slate roof 1 having a male screw portion 12a.
The splined roof 10 is supported and fixed to the purlin girder 14 by screwing a nut 17 to the male screw portion 12a via a sponge washer 15 and a turtle washer 16. ing.

【0009】前記フックボルト12の雄ネジ部12aに
は、図1および図2に示すように、サドル部材18が配
設される。すなわちこのサドル部材18は、所要幅に切
断成型した板部材を凸型に折曲することにより、常には
離間状態にあって対向している一対の係止片20,20
が下方に形成されると共に、該係止片20,20の間で
上方に山形支持部22が突出されたものである。係止片
20,20は、両者の対向する離間幅がフックボルト1
2の直径寸法よりも充分広く設定されており、山形支持
部22の弾性によって相互に近接する方向に変形し得る
ようになっている。なおサドル部材18の幅は、断面形
状をチャンネル型またはハット型とした通し母屋24
(後述)の内径幅よりも若干幅狭となるよう寸法設定され
ている。
As shown in FIGS. 1 and 2, a saddle member 18 is provided on the male screw portion 12a of the hook bolt 12. That is, the saddle member 18 is formed by bending a plate member cut and molded to a required width into a convex shape, so that a pair of locking pieces 20, 20 which are always separated and opposed to each other.
Are formed below, and a chevron-shaped support portion 22 projects upward between the locking pieces 20, 20. The locking pieces 20, 20 have a distance between the two facing hook bolts 1.
The diameter is set to be sufficiently larger than the diameter of the second support 2, and can be deformed in directions approaching each other by the elasticity of the chevron support 22. In addition, the width of the saddle member 18 is set to the through purlin 24 having a channel shape or a hat shape in cross section.
The dimensions are set to be slightly smaller than the inner diameter width of (described later).

【0010】前記サドル部材18は、前記フックボルト
12に螺合したナット17と前記波形スレート屋根10
の山部10aとの当接部に前記係止片20,20を両側
から指向させる。前述したように該ナット17は、該フ
ックボルト12の雄ネジ部12aに、スポンジ座金15
および亀座金16を介して螺合されている。このためサ
ドル部材18の各係止片20は、図3に示すように、該
亀座金16と波形スレート屋根10の山部10aとの間
で挟持されたスポンジ座金15に対して、このスレート
屋根10の山部に沿った方向から強制的に押圧される。
The saddle member 18 includes a nut 17 screwed to the hook bolt 12 and the corrugated slate roof 10.
The locking pieces 20, 20 are directed from both sides to a contact portion with the crest 10a. As described above, the nut 17 is attached to the male screw portion 12a of the hook bolt 12 by a sponge washer 15.
And a torsion washer 16. For this reason, as shown in FIG. 3, each locking piece 20 of the saddle member 18 is attached to the sponge washer 15 sandwiched between the tortoise washer 16 and the crest 10 a of the corrugated slate roof 10. Forcibly pressed from the direction along the ten peaks.

【0011】またスポンジ座金15に介在されたサドル
部材18は、図示しない治具を介して係止片20,20
が両側から強制的に押圧変形されることで、相互に対向
し合う当該係止片20,20の開放端20a,20aが、
前記ナット17と波形スレート屋根10の山部10aと
の間にある前記スポンジ座金15に向けて強制的に嵌入
される(図3(b))。この場合、該スポンジ座金15自体
は、経年劣化によって崩れ易くなっていることから、比
較的容易に圧潰して係止片20の介入を許容する。従っ
て係止片20は、図3(b)に示すように、各開放端20
a,20aがフックボルト12の雄ネジ部12aに近接
する位置に到来することになる。なお、当該係止片2
0,20を押圧変形させるに先立ち、前記ナット17と
波形スレート屋根10の山部10aとの当接部に上下方
向への拡開力を強制的に付与して、該ナット17と山部
10aとの間にこの係止片20,20の嵌入を許容する
間隙を設けておくことも推奨される。
The saddle member 18 interposed between the sponge washers 15 is connected to locking pieces 20, 20 via a jig (not shown).
Are forcibly deformed from both sides, so that the open ends 20a, 20a of the locking pieces 20, 20 facing each other are
The sponge washer 15 is forcibly fitted to the sponge washer 15 between the nut 17 and the crest 10a of the corrugated slate roof 10 (FIG. 3B). In this case, since the sponge washer 15 itself is easily collapsed due to aging, it is relatively easily crushed and the intervention of the locking piece 20 is allowed. Therefore, as shown in FIG.
a, 20a arrive at a position close to the male screw portion 12a of the hook bolt 12. The locking piece 2
Prior to pressing and deforming the nuts 0 and 20, an upward and downward expanding force is forcibly applied to a contact portion between the nut 17 and the crest 10 a of the corrugated slate roof 10, so that the nut 17 and the crest 10 a It is also recommended to provide a gap between these and the locking pieces 20, 20 to allow the fitting of the locking pieces 20, 20.

【0012】また亀座金16はその材質が金属であるこ
とから、経年劣化によって表面全体に錆が発生している
が、内部全体まで腐食していないのが殆どであるため
に、前述したように係止片20,20を嵌入しても支持
部材としての強度が充分に確保されており、該サドル部
材18も波形スレート屋根10に対して強固に支持固定
される。なおサドル部材18が図示しない治具によって
押圧される箇所は、図3(b)に示すように、係止片20
から前記山形支持部22に連接する曲折部位の近傍と、
該係止片20が回動方向に離間している曲折部位近傍に
設定される。
Further, since the material of the tortoise washer 16 is a metal, rust is generated on the entire surface due to aging, but most of the inner portion is not corroded. Even if the locking pieces 20, 20 are fitted, the strength as a support member is sufficiently ensured, and the saddle member 18 is also firmly supported and fixed to the corrugated slate roof 10. The place where the saddle member 18 is pressed by a jig (not shown) is, as shown in FIG.
From the vicinity of the bent portion connected to the chevron support portion 22,
The locking piece 20 is set in the vicinity of a bent portion that is separated in the rotation direction.

【0013】前記係止片20,20の嵌入によって前記
波形スレート屋根10の山部10aに固定されたサドル
部材の山形支持部22には、下方が開放した長尺のハッ
ト部材からなる前記通し母屋24を上方から被着するこ
とで、該通し母屋24が該波形スレート屋根10の山部
10aに対し交差する方向へ延在される。すなわち通し
母屋24は、図4および図5に示すように、前記サドル
部材18を跨ぐような高さで断面がハット状に折曲成形
された長尺部材であって、長手方向に延在して下方に開
放するチャンネル24bには、水平方向に左右へ僅かに
延出するフランジ部24a,24aが形成され、これら
フランジ部24a,24aは、波形スレート屋根10の
山部10aに当接あるいは近接するようになっている。
そして通し母屋24と山形支持部22とをボルト等の締
結具26により固定することで、該通し母屋24を、前
記波形スレート屋根10の波形に沿って所要間隔で位置
するサドル部材18に取付ける。なお図示例の通し母屋
24は、長尺のハット部材としたが、前記フランジ部2
4a,24aを有しない単なるチャンネル部材としても
よい。
The saddle member's chevron support 22 fixed to the crest 10a of the corrugated slate roof 10 by the engagement of the locking pieces 20, 20 has the through purlin made of a long hat member open downward. By attaching 24 from above, the passing purlin 24 is extended in a direction intersecting the crest 10 a of the corrugated slate roof 10. That is, as shown in FIGS. 4 and 5, the through purlin 24 is a long member whose cross section is bent into a hat shape at such a height as to straddle the saddle member 18 and extends in the longitudinal direction. The channel 24b, which opens downward, is formed with flanges 24a, 24a slightly extending left and right in the horizontal direction, and these flanges 24a, 24a abut or approach the peaks 10a of the corrugated slate roof 10. It is supposed to.
Then, the through purlin 24 and the chevron support 22 are fixed by fasteners 26 such as bolts, so that the through purlin 24 is attached to the saddle members 18 located at required intervals along the waveform of the corrugated slate roof 10. Although the through purlin 24 in the illustrated example is a long hat member, the flange 2
It may be a simple channel member without 4a and 24a.

【0014】次いで、前記サドル部材18に支持されて
前記波形スレート屋根10の山部10aと交差する方向
へ延在している通し母屋24の上に金属屋根材28を重
ね葺きし、これと該通し母屋24とをボルト等の締結具
26により固定する。この金属屋根材28は、図に示す
如く、波形スレート屋根10の山形頂部と略整列する位
置に台形状の突出部28aを成形した折板であって、該
突出部28aに、その上面中央から通し母屋24の少な
くとも上面に達する長さに成形されたタッピングスクリ
ュー等の締結具30を螺挿することで金属屋根材28が
支持固定される。また前述したように、通し母屋24が
フックボルト12を介して波形スレート屋根10に配設
されたサドル部材18に固定されているため、当該金属
屋根材28は、該通し母屋24に固定されることで前記
母屋桁14に支持固定されることになる。
Next, a metal roofing material 28 is laid on the main purlin 24 which is supported by the saddle member 18 and extends in a direction intersecting with the crests 10a of the corrugated slate roof 10. The through purlin 24 is fixed with fasteners 26 such as bolts. As shown in the figure, the metal roofing material 28 is a folded plate in which a trapezoidal projection 28a is formed at a position substantially aligned with the chevron top of the corrugated slate roof 10. The metal roofing material 28 is supported and fixed by screwing in a fastener 30 such as a tapping screw formed to a length reaching at least the upper surface of the through purlin 24. Further, as described above, since the passing purlin 24 is fixed to the saddle member 18 provided on the corrugated slate roof 10 via the hook bolts 12, the metal roofing material 28 is fixed to the passing purlin 24. As a result, the purlin girder 14 is supported and fixed.

【0015】図6は、前記サドル部材18の取付け方向
を変えたものである。すなわちこの場合の該サドル部材
18は、フックボルト12の軸心を中心に90度方向に
回転させたものであって、前記係止片20,20が山形
支持部22を挟んで移動する方向が、波形スレート屋根
10の山部10aに沿うようになっている。この場合も
前記サドル部材18と同様に、フックボルト12に螺合
したナット17と前記波形スレート屋根10の山部10
aとの当接部に係止片20,20を両側から指向させ
る。そしてこの状態でサドル部材18は、図示しない治
具を介して係止片20,20が両側から強制的に押圧変
形されることによって、該係止片20,20の開放端2
0a,20aがナット17と波形スレート屋根10の山
部10aとの間にある前記スポンジ座金15に向けて強
制的に嵌入される。
FIG. 6 shows a state where the mounting direction of the saddle member 18 is changed. That is, the saddle member 18 in this case is rotated in the direction of 90 degrees about the axis of the hook bolt 12, and the direction in which the locking pieces 20, 20 move across the chevron support 22 is determined. , Along the crest 10 a of the corrugated slate roof 10. Also in this case, similarly to the saddle member 18, the nut 17 screwed to the hook bolt 12 and the peak 10 of the corrugated slate roof 10
The locking pieces 20, 20 are directed from both sides to the abutting portion with a. In this state, the locking pieces 20, 20 are forcibly pressed and deformed from both sides via a jig (not shown), so that the saddle member 18 has the open ends 2 of the locking pieces 20, 20.
0a and 20a are forcibly fitted toward the sponge washer 15 located between the nut 17 and the crest 10a of the corrugated slate roof 10.

【0016】しかる後、通し母屋24を上方から被着す
ることで、該通し母屋24が該波形スレート屋根10の
山部10aに対し交差する方向へ延在される。そして通
し母屋24と山形支持部22とをボルト等の前記締結具
26により固定することで、該通し母屋24をサドル部
材18に取付ける。次いで、この通し母屋24の上に前
記金属屋根材28を重ね葺きし、該屋根材28と通し母
屋24とをタッピングスクリュー等の前記締結具30で
固定することによって、金属屋根材28が波形スレート
屋根10の上面に重ね葺きされる。
Thereafter, by attaching the passing purlin 24 from above, the passing purlin 24 is extended in a direction intersecting the crest 10 a of the corrugated slate roof 10. Then, the through purlin 24 and the chevron support 22 are fixed by the fasteners 26 such as bolts, so that the through purlin 24 is attached to the saddle member 18. Next, the metal roofing material 28 is overlaid on the passing purlin 24 and the roofing material 28 and the passing purlin 24 are fixed with the fasteners 30 such as tapping screws, so that the metal roofing material 28 is corrugated slate. It is overlaid on the upper surface of the roof 10.

【0017】[0017]

【発明の効果】以上説明した如く、本発明に係る屋根の
重ね葺き工法では、既設のフックボルトを使用する。こ
のために該波形スレートに孔開け加工等を施す必要がな
く、これまでのように挿通孔の開設時に発生する削りカ
スや騒音等が皆無に近い状態で施工できる。しかも既設
のフックボルトを活用するので、別の固定ネジを使用す
る場合のような施工コストを削減できる、等の利点があ
る。
As described above, the roof bolting method according to the present invention uses the existing hook bolts. For this reason, it is not necessary to perform drilling or the like on the corrugated slate, and it is possible to construct the corrugated slate with almost no shavings, noise, and the like generated when the insertion hole is opened as in the past. In addition, since the existing hook bolts are used, there is an advantage that the construction cost can be reduced as in the case where another fixing screw is used.

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

【図1】本発明の好適な実施例に係る屋根の重ね葺き工
法を実施した状態の屋根を示す正面図および平面図であ
る。
1A and 1B are a front view and a plan view showing a roof in a state where a roofing method according to a preferred embodiment of the present invention is performed.

【図2】本発明の好適な実施例に係る屋根の重ね葺き工
法に使用するサドル部材を示す正面図である。
FIG. 2 is a front view showing a saddle member used for a roofing method according to a preferred embodiment of the present invention.

【図3】本発明の好適な実施例に係る屋根の重ね葺き工
法において、サドル部材を波形スレート屋根に配設する
状態を示す要部正面図である。
FIG. 3 is a main part front view showing a state in which a saddle member is arranged on a corrugated slate roof in the roofing method according to a preferred embodiment of the present invention.

【図4】本発明の好適な実施例に係る屋根の重ね葺き工
法を実施した状態の屋根を示す要部正面図である。
FIG. 4 is a fragmentary front view showing the roof in a state where the roofing method according to the preferred embodiment of the present invention is performed.

【図5】本発明の好適な実施例に係る屋根の重ね葺き工
法を実施した状態の屋根を示す要部側面図である。
FIG. 5 is a side view of a main part showing the roof in a state where the roofing method according to the preferred embodiment of the present invention is performed.

【図6】本発明の別実施例に係る屋根の重ね葺き工法を
実施した状態の屋根を示す要部側面図である。
FIG. 6 is a side view of a main part showing a roof in a state in which a roofing method according to another embodiment of the present invention is performed.

【符号の説明】[Explanation of symbols]

10 波形スレート屋根 10a 山部 12 フックボルト 12a 雄ネジ部 14 母屋桁 17 ナット 18 サドル部材 20 係止片 20a 開放端 22 山形支持部 24 通し母屋 26 締結具 28 金属屋根材 30 締結具 DESCRIPTION OF SYMBOLS 10 Corrugated slate roof 10a Mountain part 12 Hook bolt 12a Male screw part 14 Purlin girder 17 Nut 18 Saddle member 20 Locking piece 20a Open end 22 Angle shape support part 24 Through purlin 26 Fastener 28 Metal roof material 30 Fastener

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 長尺の母屋桁(14)に下部を係止させたフ
ックボルト(12)を上方へ延在させて、該母屋桁(14)に葺
いた波形スレート屋根(10)の各山部(10a)に貫通させ、
該フックボルト(12)の上部の雄ネジ部(12a)にナット(1
7)を螺合して該波形スレート屋根(10)を該母屋桁(14)に
固定するようにした既設の屋根構造に関して、この波形
スレート屋根(10)の上に金属屋根材(28)を重ね葺きする
工法であって、 常には離間状態にあって対向している一対の係止片(20,
20)を下方に備え、上方に山形支持部(22)を有する変形
可能なサドル部材(18)を使用し、 前記フックボルト(12)に螺合したナット(17)と前記波形
スレート屋根(10)の山部(10a)との当接部に、前記サド
ル部材(18)における一対の係止片(20,20)の開放端(20a,
20a)を両側から指向させ、 前記サドル部材(18)の両係止片(20,20)を両側から強制
的に押圧変形させて、該係止片(20,20)の対向し合う開
放端(20a,20a)を前記ナット(17)と波形スレート屋根(1
0)の山部(10a)との当接部の間に嵌入させ、 前記嵌入により前記波形スレート屋根(10)の山部(10a)
に固定された前記サドル部材の山形支持部(22)に、下方
が開放した長尺のチャンネル部材からなる通し母屋(24)
を上方から被着して、該通し母屋(24)を該波形スレート
屋根(10)の山部(10a)に対し交差する方向へ延在させ、 前記通し母屋(24)と前記山形支持部(22)との被着部をボ
ルト等の締結具(26)により順次固定することで、該通し
母屋(24)を前記サドル部材(18)に取付け、 次いで、前記サドル部材(18)に支持されて前記波形スレ
ート屋根(10)の山部(10a)と交差する方向へ延在してい
る前記通し母屋(24)の上に前記金属屋根材(28)を重ね葺
きし、該金属屋根材(28)と該通し母屋(24)とをボルト等
の締結具(30)により固定するようにしたことを特徴とす
る屋根の重ね葺き工法。
1. A corrugated slate roof (10) covered by a long purlin girder (14) with a hook bolt (12) having a lower part locked to a long purlin girder (14) extending upward. Let through the mountain (10a),
A nut (1) is attached to the male screw (12a) at the top of the hook bolt (12).
Regarding the existing roof structure in which the corrugated slate roof (10) is fixed to the purlin (14) by screwing the 7), a metal roofing material (28) is placed on the corrugated slate roof (10). It is a construction method of layering, and a pair of locking pieces (20,
A deformable saddle member (18) having a chevron support (22) at the bottom and a nut (17) screwed to the hook bolt (12) and the corrugated slate roof (10). ) Of the saddle member (18) at the abutting portion with the crest (10a), at the open ends (20a, 20a) of the pair of locking pieces (20, 20).
20a) is directed from both sides, and the locking pieces (20, 20) of the saddle member (18) are forcibly pressed and deformed from both sides, so that the opposite open ends of the locking pieces (20, 20). (20a, 20a) with the nut (17) and corrugated slate roof (1
0) between the abutting portions of the corrugated slate roof (10).
The purlin (24), which is formed of a long channel member having an open bottom, to the chevron support (22) of the saddle member fixed to
From the upper part, the passing purlin (24) is extended in a direction intersecting the crest (10a) of the corrugated slate roof (10), and the passing purlin (24) and the chevron support ( 22) is sequentially fixed by fasteners (26) such as bolts, so that the purlin (24) is attached to the saddle member (18), and then supported by the saddle member (18). Then, the metal roofing material (28) is overlaid on the passing purlin (24) extending in a direction intersecting with the peak (10a) of the corrugated slate roof (10), and the metal roofing material ( 28. The method of stacking roofs, characterized in that the roof purlin (24) and the passing purlin (24) are fixed by fasteners (30) such as bolts.
【請求項2】 前記サドル部材(18)における一対の係止
片(20,20)を押圧変形させるに先立ち、前記ナット(17)
と波形スレート屋根(10)の山部(10a)との当接部に上下
方向への拡開力を強制的に付与して、該ナット(17)と山
部(10a)との間に前記係止片(20,20)の嵌入を許容する間
隙を設けるようにした請求項1記載の屋根の重ね葺き工
法。
2. Prior to pressing and deforming a pair of locking pieces (20, 20) of said saddle member (18), said nut (17)
And a forcibly applying an expanding force in the vertical direction to a contact portion between the nut (17) and the peak (10a). 2. The method according to claim 1, wherein a gap is provided to allow the engagement of the locking pieces (20, 20).
JP2000351778A 2000-11-17 2000-11-17 Lap roofing construction method for roof Pending JP2002155601A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000351778A JP2002155601A (en) 2000-11-17 2000-11-17 Lap roofing construction method for roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000351778A JP2002155601A (en) 2000-11-17 2000-11-17 Lap roofing construction method for roof

Publications (1)

Publication Number Publication Date
JP2002155601A true JP2002155601A (en) 2002-05-31

Family

ID=18824777

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000351778A Pending JP2002155601A (en) 2000-11-17 2000-11-17 Lap roofing construction method for roof

Country Status (1)

Country Link
JP (1) JP2002155601A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007023656A1 (en) * 2005-08-26 2007-03-01 Murai Chemical Pack Co., Ltd. Method of treating surface of asbestos-containing slate, method of reinforcing the slate, and reinforced slate
JP2007170160A (en) * 2005-12-22 2007-07-05 Chuo Co Ltd Member, and repair structure with the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007023656A1 (en) * 2005-08-26 2007-03-01 Murai Chemical Pack Co., Ltd. Method of treating surface of asbestos-containing slate, method of reinforcing the slate, and reinforced slate
JPWO2007023656A1 (en) * 2005-08-26 2009-02-26 ムライケミカルパック株式会社 Treatment method and reinforcement method of slate surface, reinforcement slate, construction method of surface treatment or reinforcement work, and roof work column
JP2007170160A (en) * 2005-12-22 2007-07-05 Chuo Co Ltd Member, and repair structure with the same

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