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JPH08226203A - Roof repairing method - Google Patents

Roof repairing method

Info

Publication number
JPH08226203A
JPH08226203A JP3319595A JP3319595A JPH08226203A JP H08226203 A JPH08226203 A JP H08226203A JP 3319595 A JP3319595 A JP 3319595A JP 3319595 A JP3319595 A JP 3319595A JP H08226203 A JPH08226203 A JP H08226203A
Authority
JP
Japan
Prior art keywords
roof
new
existing
building
roofing
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
JP3319595A
Other languages
Japanese (ja)
Inventor
Takashi Ishikawa
堯 石川
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP3319595A priority Critical patent/JPH08226203A/en
Publication of JPH08226203A publication Critical patent/JPH08226203A/en
Pending legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PURPOSE: To improve strength entirely for a building on repairing the roof for the building by a method wherein reinforcing materials for reinforcing the existing building frame and the roof bed are arranged and fixed, extending from the roof bed to the building frame. CONSTITUTION: With an existing roof removed, reinforcing materials D are arranged in the form of diagonal bracing to sheathing roof boards 5 on the roof bed B and fixed continuously to a ridge beam, purlins and pole plates, and thereby strength can be improved for the building A and the roof bed B. Then, asphalt roofing β is laid all over the reinforcing materials D and a backing materials G1 on the lower tier is laid thereon, and a new roofing material F1 is mounted on the backing material and fixed to the roof bed B with fixtures α. Then, one end of a backing material G2 on the upper tier is mounted on the fixing piece 19 of the new roofing material F1 on the lower tier, and an insert edge 14 of a new roofing material F2 on the upper tier is fitted into a fitting groove 17 of the new roofing material F1 on the lower tier, and the new roofing material F2 on the upper tier is mounted on the backing material G2 on the upper tier. Such a process of work is repeated, starting from the eaves side and extending to the ridge side, and thereby a new roof E is formed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は建築、構築物の既存屋根
を新規屋根で改修するための工法に関するものであり、
さらに詳しくは、古くなった既存の垂木、野地板等の屋
根下地、既存屋根材の強度を向上する補強材を配設し
て、建物の強度を向上させた後に新規屋根を形成する改
修の構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for repairing an existing roof of a building or a structure with a new roof,
More specifically, a refurbished structure in which a new roof is formed after improving the strength of the building by arranging the existing rafters that have become old, the roofing basement such as field boards, and the reinforcing material that enhances the strength of the existing roofing material. It is about.

【0002】[0002]

【従来の技術】従来、この種の屋根改修工法としては、
古くなった既存の屋根をすべて撤去して、単に既存の垂
木や野地板等の屋根下地に新規屋根を形成する工法や、
既存の屋根材上に直に、もしくは、新規垂木等の屋根下
地やルーフィング等の防水シートを介して新規屋根材を
取り付ける構造が一般的であった。
2. Description of the Related Art Conventionally, as a roof repairing method of this type,
A method of removing all old roofs that have become old, and simply forming a new roof on the roof base of existing rafters, floor boards, etc.,
In general, a structure in which a new roofing material is attached directly onto an existing roofing material or through a roofing base such as a new rafter or a waterproof sheet such as a roofing is used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな改修構造では古くなった既存の屋根材と新規屋根材
を交換することや、傷んだ既存の屋根材上に新規屋根材
を形成して、既存屋根を隠蔽することの技術思想のみで
あり、古くなった建物の既存の屋根下地(野地板)、躯
体(軒桁、母屋、棟木、垂木等)の強度を向上させる技
術思想は全く考慮に入れられていなかった。このため、
改修後の建物の屋根下地や躯体には負担がかかり、強度
的に弱く、特に耐震性に極端に劣り、地震、台風等の発
生で新規屋根材が脱落したり、屋根下地、躯体の破損、
建物の崩壊等の被害が発生することもあった。
However, in such a refurbished structure, it is possible to replace an old roofing material that is old with a new roofing material, or to form a new roofing material on a damaged existing roofing material. Only the technical idea of concealing the existing roof is taken into consideration, and the technical idea of improving the strength of the existing roof substrate (field board) and skeleton (eaves girder, purlin, purlin, rafter, etc.) of an old building is taken into consideration at all. It wasn't included. For this reason,
The roof base and the structure of the building after the renovation are burdened, the strength is weak, especially the earthquake resistance is extremely poor, the new roof material is dropped due to the occurrence of an earthquake, typhoon, etc., the roof base and the structure are damaged,
Occasionally, damage such as the collapse of buildings occurred.

【0004】さらには、既存屋根上に新規屋根を葺成し
た場合には、2重構造の屋根となり、特に屋根材が重い
瓦等であった際には、屋根全体の重量が増し、既存の躯
体に負担がかかり、強度的に弱く、同じく地震、台風等
の発生で屋根が脱落したり、屋根下地、躯体の破損、建
物の崩壊等の被害が発生することもあった。
Further, when a new roof is formed on the existing roof, the roof has a double structure. Especially, when the roof material is a heavy tile, the weight of the entire roof increases and the existing roof is increased. The structure is burdened and weak in strength, and the roof may fall off due to the occurrence of earthquakes, typhoons, etc., and damage such as roof underlayment, structure damage, and building collapse may occur.

【0005】[0005]

【課題を解決するための手段】本発明はこのような欠点
を除去するため、既存の屋根を撤去後、新規屋根材で改
修する前に、既存の躯体、屋根下地の強度を補強する補
強材を、屋根下地上から配設し、建物全体の強度を向上
させると共に、補強材を覆うように新規屋根材を形成す
る屋根改修工法を提案するものである。
In order to eliminate such drawbacks, the present invention is a reinforcing material for reinforcing the strength of an existing skeleton and roof base after removing an existing roof and before repairing with a new roof material. Is proposed from the roof basement to improve the strength of the entire building and to form a new roof material so as to cover the reinforcing material.

【0006】[0006]

【実施例】以下に図面を用いて本発明に係る屋根改修工
法の一実施例について詳細に説明する。図1は上記改修
工法を用いて葺成した後の屋根構造の一例を示す斜視
図、図2はその断面図を示すものであり、後記する既存
屋根を撤去した後に新規屋根を葺成したものである。す
なわち、図中Aは既存建物の躯体、Bは既存建物の屋根
下地、Dは補強材、Eは新規屋根、αは釘等の固定具、
βは新規アスファルトルーフィング、γは空隙である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a roof repairing method according to the present invention will be described in detail below with reference to the drawings. Fig. 1 is a perspective view showing an example of a roof structure after being roofed by using the above-mentioned repairing method, and Fig. 2 is a sectional view thereof, in which an existing roof described below is removed and a new roof is then roofed. Is. That is, in the figure, A is the frame of the existing building, B is the roof base of the existing building, D is a reinforcing material, E is a new roof, α is a fixture such as a nail,
β is a new asphalt roofing and γ is a void.

【0007】また、図3、図4は図示するような瓦屋根
構造等の既存屋根Cの例を示すものである。すなわち、
既存屋根Cの構造としては、図3(a)の斜視図および
図3(b)の断面図に示すように、躯体Aを構成する垂
木1、屋根下地Bを構成する野地板5、主に防水用のア
ルファルトルーフィング6、取付ガイドである瓦桟7、
そして瓦8、固定具αとからなるものである。
FIGS. 3 and 4 show an example of an existing roof C having a tiled roof structure as shown in the drawings. That is,
As the structure of the existing roof C, as shown in the perspective view of FIG. 3 (a) and the sectional view of FIG. 3 (b), the rafters 1 forming the skeleton A, the base plate 5 forming the roof base B, mainly Alfalto roofing 6 for waterproofing, roof tile 7, which is a mounting guide,
The roof tile 8 and the fixture α are used.

【0008】さらに説明すると、既存屋根Cは垂木1上
に敷設固定された野地板5上に、アスファルトルーフィ
ング6を配設し、さらにその上に、瓦8の働き幅に応じ
た間隔で瓦桟7を取り付け、その上に瓦8を釘、とんぼ
(釘頭に銅線が巻かれたもの)、銅線等の固定具αによ
り取り付けた一般的に空葺き構造と呼ばれる瓦屋根構造
である。
To explain further, the existing roof C is provided with an asphalt roofing 6 on a field board 5 laid and fixed on the rafter 1, and further, an asphalt roofing 6 is arranged thereon at an interval according to the working width of the roof tile 8 7 is attached, and the roof tile 8 is mounted thereon by a fixture α such as a nail, a dragonfly (a copper wire is wound around the nail head), or a copper wire.

【0009】また、図4(a)〜(c)は土葺き構造と
呼ばれる瓦屋根構造であり、図4(b)に示すようなベ
タ葺き構造、図4(c)に示すような筋葺き構造からな
り、野地板5と瓦8との間に粘土、漆喰、モルタル、コ
ンクリート等を主成分とする葺き土9を充填し、瓦8の
ガタつきを防止した既存屋根Cである。なお、10は土
留桟である。
4 (a) to 4 (c) show a tiled roof structure called a earth-roofing structure, which is a solid roof structure as shown in FIG. 4 (b) and a thatched roof structure as shown in FIG. 4 (c). It is an existing roof C that is made of a structure and is filled with a thatched soil 9 containing clay, plaster, mortar, concrete or the like as a main component between the base plate 5 and the roof tile 8 to prevent the roof tile 8 from rattling. In addition, 10 is a retaining rod.

【0010】本発明では、先ずこれらの既存屋根Cを撤
去するものであり、少なくとも、空葺き構造の屋根では
瓦8、瓦桟7、固定具αを撤去、土葺き構造の屋根では
瓦8、葺き土9、土留桟10を撤去するものであり、ア
スファルトルーフィング6は改修時の痛み具合により、
撤去しない場合もある。
In the present invention, these existing roofs C are first removed, and at least the roof tile 8 and the roof tiles 7 and the fixture α are removed for the roof with a roof structure, and the roof tile 8 for the roof with a roof structure. The thatched soil 9 and the retaining rod 10 are removed, and the asphalt roofing 6 is
It may not be removed.

【0011】さらに、既存屋根Cを構成するのは瓦8
(本瓦、陶磁器瓦、粘土瓦、スレート瓦、コンクリート
瓦等)の他にも、各種金属屋根材、新生瓦材、アスファ
ルトシングル等であっても、同様に撤去するものであ
る。
Further, the roof 8 constitutes the existing roof C.
In addition to (main roof tiles, ceramic roof tiles, clay roof tiles, slate roof tiles, concrete roof tiles, etc.), various metal roofing materials, new roof tile materials, asphalt singles, etc. are similarly removed.

【0012】図5(a)は補強材Dの代表例を示す斜視
図であり、例えば幅狭の長尺薄板状の鋼材、木材、合成
樹脂材、あるはこれらの複合材等からなるものであり、
図5(b)に示すように、既存屋根Cを撤去した後に、
野地板5上から躯体Aにかけて釘、スクリュービス等の
固定具αにより、筋交い的に敷設固定し、既存の建物の
躯体Aの強度および屋根下地Bの強度を向上させるもの
である。
FIG. 5A is a perspective view showing a typical example of the reinforcing material D, which is made of, for example, a narrow and long thin plate-shaped steel material, wood, synthetic resin material, or a composite material thereof. Yes,
As shown in FIG. 5 (b), after removing the existing roof C,
The strength of the skeleton A of the existing building and the strength of the roof substrate B are improved by laying and fixing them in a braced manner from the top of the base plate 5 to the skeleton A with fixtures α such as nails and screw screws.

【0013】また、補強材Dは図6(a)〜(c)に示
すように、躯体Aを構成する棟木2、母屋3、軒桁4お
よび垂木1を連結するよう敷設し、図2に示すようにこ
れら躯体A同士を固定するのが好ましいものである。す
なわち、図6(a)は一本の補強材Dで、棟木2−母屋
3−軒桁4を連結すると共に、補強材Dの下部に位置す
る垂木1をも固定した例である。
As shown in FIGS. 6 (a) to 6 (c), the reinforcing material D is laid so as to connect the purlin 2, the purlin 3, the eaves girder 4 and the rafter 1 which compose the skeleton A. It is preferable to fix these skeletons A to each other as shown. That is, FIG. 6A is an example in which one purlin D is used to connect the purlin 2, the purlin 3 and the eaves girder 4, and the rafter 1 located below the reinforcement D is also fixed.

【0014】図6(b)、(c)は棟木2−母屋3間、
および、母屋3−軒桁4間をそれぞれ異なる補強材Dで
連結したものであり、これら躯体Aを構成する部材同士
を補強材Dで連結することにより、建物の躯体Aの強度
を飛躍的に向上させるものである。なお、補強材Dの長
さや敷設のピッチは建物の屋根面積によっては、母屋3
が複数存在することもあり、現場に応じて任意に選択す
るものである。また、図6では便宜的に野地板5を2点
鎖線で示した。
FIGS. 6 (b) and 6 (c) show between the purlin 2 and the main building 3,
Further, the main building 3 and the eaves girder 4 are connected to each other by different reinforcing materials D, and by connecting the members constituting the building body A with the reinforcing material D, the strength of the building body A of the building is dramatically improved. To improve. Depending on the roof area of the building, the length of the reinforcing material D and the pitch of the laying may depend on the main building 3
There may be more than one, and they are arbitrarily selected according to the site. Further, in FIG. 6, the base plate 5 is shown by a chain double-dashed line for convenience.

【0015】また、補強材Dの敷設後は、図1、図2に
示すように必要に応じて防水用の新規アスファルトルー
フィングβを配設し、その後に新規屋根Eを形成するも
のである。新規屋根Eは図7に示す新規屋根材F、図8
に示す裏打材Gからなるものである。
After laying the reinforcing material D, a new waterproofing asphalt roofing β is arranged as required as shown in FIGS. 1 and 2, and then a new roof E is formed. The new roof E is a new roof material F shown in FIG. 7, and FIG.
The backing material G shown in FIG.

【0016】新規屋根材Fは図7に示するような段葺き
状の屋根材で、躯体Aに負担をかけない軽量なものであ
る。すなわち、新規屋根材Fは金属板(カラー鋼板、銅
板、アルミニウム板、チタン板、ステンレス板、サンド
イッチ鋼板、クラッド鋼板等)等をロール成形、プレス
成形、押出成形等によって形成したものである。
The new roofing material F is a step-like roofing material as shown in FIG. 7, which is light in weight and does not burden the skeleton A. That is, the new roofing material F is formed of a metal plate (color steel plate, copper plate, aluminum plate, titanium plate, stainless steel plate, sandwich steel plate, clad steel plate, etc.) by roll molding, press molding, extrusion molding or the like.

【0017】さらに説明すると、新規屋根材Fは長尺板
状であり、その幅方向一端部を化粧面11の下側、すな
わち、裏面12側に略コ字状に屈曲して段差化粧面13
と差込縁14とを形成した雄型連結部16としたもの
で、化粧面11と段差化粧面13と差込縁14とから略
コ字状の引っかけ溝15を形成したものである。
To explain further, the new roofing material F is in the form of a long plate, and one end portion in the width direction thereof is bent toward the lower side of the decorative surface 11, that is, the rear surface 12 side in a substantially U-shape and the stepped decorative surface 13 is formed.
The male connecting portion 16 is formed with the insertion edge 14 and the decorative edge 11, and the stepped decorative surface 13 and the insertion edge 14 form a substantially U-shaped hooking groove 15.

【0018】また、化粧面11の他端には化粧面11の
上側に屈曲して断面略U字状に形成した前記差込縁14
と嵌合する嵌合溝17と、嵌合溝17の先端をコ字状に
折り返した嵌合縁18と、嵌合縁18の先端を下方に屈
曲すると共に化粧面11と略平行で外方にL字状に屈曲
して延長した固定片19を形成した雌型連結部20を形
成したものである。
Further, at the other end of the decorative surface 11, the insertion edge 14 which is bent to the upper side of the decorative surface 11 and has a substantially U-shaped cross section is formed.
A fitting groove 17 that fits with, a fitting edge 18 in which the tip of the fitting groove 17 is folded back in a U shape, and a tip of the fitting edge 18 is bent downward and is substantially parallel to the decorative surface 11 and outward. The female connecting portion 20 is formed by forming a fixing piece 19 which is bent and extended in an L shape.

【0019】さらに、化粧面11の長手方向の両側端縁
をそれぞれ裏面12側にハゼ状に屈曲した連結片21を
形成したものである。なお、図7では長手方向の強度の
強化と、外部からの雨水等が毛細管現象により内部に浸
入することを防止する意味で嵌合溝17と差込縁14に
それぞれ凹条22を形成している。
Furthermore, a connecting piece 21 is formed by bending both end edges of the decorative surface 11 in the longitudinal direction on the back surface 12 side in a goby shape. In FIG. 7, in order to strengthen the strength in the longitudinal direction and prevent rainwater and the like from the outside from entering the inside due to the capillary phenomenon, concave grooves 22 are formed in the fitting groove 17 and the insertion edge 14, respectively. There is.

【0020】また、裏打材Gは図8に示すように長尺板
状からなるものである。また、裏打材Gは屋根下地B上
に多数枚重合して敷設することによって、新規屋根材F
をバックアップし、屋根上の作業、積雪のように荷重が
加えられても新規屋根材Fの変形を防止すると共に、断
熱層、調湿層、防火層、防音層として機能するものであ
る。
The backing material G is a long plate-like material as shown in FIG. Further, by stacking a large number of backing materials G on the roof base material B and laying them, a new roof material F
The new roof material F is prevented from being deformed even when a load is applied such as work on the roof or snow, and it also functions as a heat insulating layer, a humidity control layer, a fireproof layer, and a soundproof layer.

【0021】裏打材Gの素材としてはシージングボー
ド、シージングインシュレーションボート、プラスチッ
クフォーム(ウレタンフォーム、ヌレートフォーム、フ
ェノールフォーム等)パーチクルボード、木質複合板、
木毛セメント板、コンポージットパネル(コンパネ)、
石膏ボード、ALC板等からなるものである。
As the material of the backing material G, a sheathing board, a sheathing insulation boat, a plastic foam (urethane foam, nurate foam, phenol foam, etc.) particle board, a wood composite board,
Wood wool cement board, composite panel (control panel),
It is made of gypsum board, ALC board, or the like.

【0022】さらに説明すると、裏打材Gは水平方向で
は端面を当接すると共に、図2に示すのように、軒から
棟方向では下段の裏打材G1 に長尺側面を重ね合わせ、
階段状とすると共に屋根下地Bとの間に三角形状の空隙
γを形成するように固定するものである。この空隙γは
新鮮な空気等の流通路として機能させることができ裏打
材Gが有する断熱材、防音材、調湿材等の機能をさらに
助長させると共に、結露を防止して躯体A、屋根下地
B、新規屋根材F等の腐食防止に寄与するものである。
Explaining further, the backing material G abuts the end surfaces in the horizontal direction, and as shown in FIG. 2, the long side surface is superposed on the lower backing material G 1 in the eaves-to-ridge direction.
It has a stepped shape and is fixed so as to form a triangular void γ with the roof base B. The void γ can function as a flow passage for fresh air and the like, and further promotes the functions of the backing material G, such as the heat insulating material, the soundproofing material, and the humidity control material, and also prevents dew condensation to prevent the body A and the roof substrate B, which contributes to the prevention of corrosion of the new roof material F and the like.

【0023】また、図9は新規屋根材F同士の長手方向
を接続する継手材Hを示すものであり、新規屋根材Fと
同様な種類の素材を同等な成形法により形成したもので
あり、敷目板Iと嵌合板Jの2部材から形成したもので
ある。
FIG. 9 shows a joint material H for connecting the new roofing materials F to each other in the longitudinal direction, which is made of the same kind of material as the new roofing material F by an equivalent forming method. It is formed from two members, a floor sheet I and a fitting plate J.

【0024】すなわち、敷目板Iは図9(b)に示すよ
うに、新規屋根材Fの裏面12と当接すると共に、嵌合
板Jを装着する敷目部23と、敷目部23の下辺を裏面
側に屈曲した馳部24と、必要に応じて敷目部23の上
辺を表面側に屈曲して形成した雨返部25とから形成し
たものであり、かつ、図9(a)のイ−イ線端面図であ
る図9(d)に示すように、幅方向において、両側縁を
表面側に折り返し、その先端を再び折り返して壺状とし
た係止部26と、係止部26の両側縁を延長した延長部
27と、延長部27の先端を表面側に折り返して形成し
た延長舌片28とから構成されたものである。
That is, as shown in FIG. 9 (b), the floor sheet I is in contact with the back surface 12 of the new roofing material F, and the floor sheet 23 for mounting the fitting plate J and the lower side of the floor sheet 23. Is formed by a bent portion 24 bent to the back surface side, and a rain return portion 25 formed by bending the upper side of the stitch portion 23 to the front surface side as necessary, and as shown in FIG. As shown in FIG. 9D, which is an end view taken along the line EE, in the width direction, both side edges are folded back to the front side, and the tips are folded back to form a vase-like locking portion 26, and the locking portion 26. And an extended tongue piece 28 formed by folding back the tip of the extended portion 27 to the surface side.

【0025】なお、この端面形状は敷目部23のみなら
ず、馳部24から雨返部25にかけてほぼ同一とするこ
とが可能である。すなわち敷目板Iはロールフォーミン
グ等により連続的に成形することも可能であり、コスト
を下げた生産ができるものである。また図9では、上下
方向の連結の強化のために、馳部24の略中央部分を延
長して馳舌片24aを形成している。
It should be noted that this end face shape can be made substantially the same not only in the mat line portion 23 but also in the recess portion 24 to the rain return portion 25. That is, the floor sheet I can be continuously formed by roll forming or the like, and the production can be performed at a reduced cost. Further, in FIG. 9, in order to strengthen the connection in the vertical direction, a substantially central portion of the mouth 24 is extended to form a tongue piece 24a.

【0026】嵌合板Jは図9(c)に示すように、底面
29の左右側辺を折り返して係止舌片30を形成して出
合い袋状とした断面形状のものであり、図9(d)に示
すように新規屋根材Fの化粧面11の両側縁に設けた連
結片21を嵌合、係止するものである。なお、図9
(d)では新規屋根材Fを点線で示した。さらに説明す
ると嵌合板Jは敷目板Iの敷目部23において、図9
(d)に示すように、両端を係止部26によって係止さ
れることによって一体化するものである。
As shown in FIG. 9 (c), the fitting plate J has a cross-sectional shape in which the left and right sides of the bottom surface 29 are folded back to form the locking tongue pieces 30 to form a mating bag shape. As shown in d), the connecting pieces 21 provided on both side edges of the decorative surface 11 of the new roofing material F are fitted and locked. Note that FIG.
In (d), the new roofing material F is shown by a dotted line. To explain further, the fitting plate J is shown in FIG.
As shown in (d), both ends are locked by the locking portions 26 to be integrated.

【0027】次に、本発明に係る屋根改修工法の施工方
法について説明する。先ず、図3、および図4に示すよ
うな既存屋根Cを撤去する。つぎに、図6(a)に示す
ように、屋根下地Bの野地板5上から、補強材Dを筋交
い的に適宜ピッチで配設し、補強材Dを棟木2、母屋
3、軒桁4にそれぞれ連結固定し、躯体Aと屋根下地B
の強度を向上させる。
Next, a construction method of the roof repairing method according to the present invention will be described. First, the existing roof C as shown in FIGS. 3 and 4 is removed. Next, as shown in FIG. 6 (a), the reinforcing materials D are arranged in a bracing manner at an appropriate pitch from the top of the base plate 5 of the roof substrate B, and the reinforcing materials D are used as purlins 2, purlins 3, and eaves girders 4. Each of them is connected and fixed to the frame A and the roof base B
Improve the strength of.

【0028】そして、図1に示すように、補強材D上に
必要に応じて新規アスファルトルーフィングβを全面に
敷設する。次に、図2に示すように、下段の裏打材G1
を新規アスファルトルーフィングβ上に敷設すると共
に、下段に位置する裏打材G1上に下段の新規屋根材F
1 を積載し、新規屋根材F1 の固定片19上から釘等の
固定具αで裏打材G1 を介して屋根下地Bに固定する。
Then, as shown in FIG. 1, a new asphalt roofing β is laid on the entire surface of the reinforcing material D, if necessary. Next, as shown in FIG. 2, the lower backing material G 1
Is laid on the new asphalt roofing β, and the new roof material F on the lower line is placed on the backing material G 1 located on the lower line.
1 is loaded and fixed to the roof substrate B through the backing material G 1 with a fixing tool α such as a nail on the fixing piece 19 of the new roofing material F 1 .

【0029】次に上段の裏打材G2 の一端部を下段の新
規屋根材F1 の固定片19上に積載すると共に、下段の
新規屋根材F1 の嵌合溝17内に上段の新規屋根材F2
の差込縁14を嵌合、係止し、上段の裏打材G2 上に上
段の新規屋根材F2 が積載される。これらの作業を順次
軒方向から棟方向まで行うことにより、新規屋根Eを形
成するものである。
[0029] Then while loading one end of the backing material G 2 of the upper on the lower part of the new roofing material F 1 of the fixing piece 19, upper new roof in the fitting groove 17 of the lower new roofing material F 1 Material F 2
The insertion edge 14 is fitted and locked, and the new roof material F 2 on the upper stage is loaded on the backing material G 2 on the upper stage. The new roof E is formed by successively performing these operations from the eaves direction to the ridge direction.

【0030】[0030]

【その他の実施例】以上説明したのは、本発明に係る屋
根改修工法の一実施例であり、図10〜図16に示すよ
うな改修工法としたり、改修ための部材を用いることも
できる。
[Other Embodiments] The above description is one embodiment of the roof repairing method according to the present invention, and the repairing method as shown in FIGS. 10 to 16 may be used, or members for repairing may be used.

【0031】すなわち、図10(a)は補強材Dを垂木
1と直交するように適宜ピッチで複数配設した例であ
り、図10(b)は補強材Dを短尺の幅狭状としたもの
であり、適宜ピッチもしくはランダムピッチで、屋根下
地B上の全面、もしくは一部分に配設し、異なる垂木1
に固定した工法としたものである。
That is, FIG. 10 (a) shows an example in which a plurality of reinforcing materials D are arranged at an appropriate pitch so as to be orthogonal to the rafter 1, and FIG. 10 (b) shows the reinforcing material D in a short and narrow shape. The rafters are arranged on the whole or a part of the roof substrate B at an appropriate pitch or a random pitch, and different rafters 1
The construction method is fixed to.

【0032】図11(a)は補強材Dを長方形のボード
状としたものであり、特に屋根下地Bの全面を補強する
ための工法である。図11(b)は補強材Dを網状のラ
ス材とした工法である。
FIG. 11 (a) shows a reinforcing material D in the shape of a rectangular board, which is a construction method for reinforcing the entire surface of the roof base B in particular. FIG. 11B shows a construction method in which the reinforcing material D is a mesh lath material.

【0033】図12(a)は補強材Dをあらかじめ枠体
状に形成し、屋根下地B上に配設固定したものであり、
枠体の形状は図に示すような4角形状とするほかにも、
3角形状、円状、多角形状、放射状等(図示せず)の任
意に形成することができるものである。図12(b)は
屋根下地Bである野地板5上に新規アスファルトルーフ
ィングβを敷設し、その後に補強材Dを配設固定した工
法である。
In FIG. 12 (a), the reinforcing material D is formed in a frame shape in advance, and the reinforcing material D is arranged and fixed on the roof substrate B.
In addition to the square shape of the frame as shown in the figure,
It can be arbitrarily formed into a triangular shape, a circular shape, a polygonal shape, a radial shape, etc. (not shown). FIG. 12B shows a construction method in which a new asphalt roofing β is laid on the base plate 5 which is the roof base B, and the reinforcing material D is arranged and fixed thereafter.

【0034】図13は補強材Dを図13(a)に示すよ
うな略コ字状に形成し、さらに、先端31部分を針状に
形成したものであり、図13(b)に示すように別途固
定具αを使用せず、先端31部分をそのまま躯体A、屋
根下地Bにかけて打ち込んで使用する補強材Dを用いた
工法の例である。
In FIG. 13, the reinforcing material D is formed in a substantially U shape as shown in FIG. 13 (a), and the tip 31 is formed in a needle shape, as shown in FIG. 13 (b). This is an example of a construction method in which a reinforcing member D is used, in which the tip 31 portion is directly driven into the frame A and the roof base B and used without using the separate fixing tool α.

【0035】さらに、この補強材Dはターンバックルを
用いたものであり、補強材Dを屋根下地B上に配設した
後に、ボルト部分32を締結し強固に締め付け、躯体
A、屋根下地Bの強度を大幅に向上させたものである。
Further, the reinforcing material D uses a turnbuckle, and after the reinforcing material D is disposed on the roof base material B, the bolt portions 32 are fastened and firmly tightened to form the frame A and the roof base material B. The strength is greatly improved.

【0036】また、図14(a)〜(f)は新規屋根材
Fの変形例を示す断面図であり、特に(e)、(f)図
は新規屋根材Fの固定に吊り子K(点線で示す)を使用
した例である。
14 (a) to 14 (f) are cross-sectional views showing a modified example of the new roof material F. Particularly, FIGS. 14 (e) and 14 (f) show the suspension K (for fixing the new roof material F). (Indicated by a dotted line).

【0037】さらに、図15(a)〜(d)は裏打材G
の変形例であり、図15(a)、(b)は重なりのガイ
ドとなる切り欠き33、凸部34を形成して、施工を容
易にした例、(c)図は内部に中空孔35を設けて調湿
機能を助長できる例、(d)図は裏打材Gの外周を耐火
被覆材36で被覆し、防火性能に優れた裏打材Gの例で
ある。
Further, FIGS. 15 (a) to 15 (d) show a backing material G.
15 (a) and 15 (b) are examples in which a notch 33 and a convex portion 34 serving as overlapping guides are formed to facilitate construction, and FIG. 15 (c) shows a hollow hole 35 inside. Is an example of a backing material G having excellent fire protection performance, in which the outer periphery of the backing material G is covered with a fireproof coating 36.

【0038】図16(a)は継手材Hのその他の例を示
す説明図であり、(b)図に示すような敷目板I、
(c)図に示すような嵌合板J、(d)図に示すパッキ
ング体Lとからなるものであり、特に敷目板Iを合成樹
脂から形成しコストダウンを図った継手材Hの例であ
る。
FIG. 16 (a) is an explanatory view showing another example of the joint material H, and a floor sheet I as shown in FIG. 16 (b),
In the example of the joint material H, which is composed of a fitting plate J as shown in FIG. 6C and a packing body L as shown in FIG. is there.

【0039】[0039]

【発明の効果】以上説明したように本発明に係る屋根改
修工法によれば、従来の欠点を解決し、既存の躯体、
既存の屋根下地、既存の屋根材の強度を補強する補強材
を、屋根下地上から躯体にかけて配設固定するので、建
物全体の強度を向上させ、地震に強い構造となる。既
存屋根材を解体、撤去するので、屋根全体として軽量に
なり、既存の建物の躯体に負担がかからない。新規屋
根材は既存の屋根下地に直接固定されるので、容易には
脱落しない。等の特徴、効果がある。
As described above, according to the roof repairing method of the present invention, the conventional drawbacks can be solved and the existing structure
Since the existing roof substrate and the reinforcing material that reinforces the strength of the existing roof member are arranged and fixed from the roof substrate to the skeleton, the strength of the entire building is improved and the structure is strong against earthquakes. Since the existing roofing materials are dismantled and removed, the roof as a whole will be lighter, and the existing building structure will not be burdened. The new roofing material is fixed directly to the existing roofing base and does not easily fall off. There are characteristics and effects.

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

【図1】本発明に係る屋根改修工法の代表例を示す説明
図である。
FIG. 1 is an explanatory view showing a typical example of a roof repairing method according to the present invention.

【図2】本発明に係る屋根改修工法の代表例を示す説明
図である。
FIG. 2 is an explanatory view showing a typical example of a roof repairing method according to the present invention.

【図3】改修前の既存屋根の例を示す説明図である。FIG. 3 is an explanatory diagram showing an example of an existing roof before repair.

【図4】改修前の既存屋根の例を示す説明図である。FIG. 4 is an explanatory diagram showing an example of an existing roof before repair.

【図5】補強材とその施工方法の一例を示す説明図であ
る。
FIG. 5 is an explanatory diagram showing an example of a reinforcing material and a method of constructing the reinforcing material.

【図6】補強材とその施工方法の一例を示す説明図であ
る。
FIG. 6 is an explanatory view showing an example of a reinforcing material and a construction method thereof.

【図7】新規屋根材の一例を示す説明図である。FIG. 7 is an explanatory diagram showing an example of a new roofing material.

【図8】裏打材の一例を示す説明図である。FIG. 8 is an explanatory diagram showing an example of a backing material.

【図9】継手材の一例を示す説明図である。FIG. 9 is an explanatory diagram showing an example of a joint material.

【図10】本発明に係る屋根改修工法のその他の例を示
す説明図である。
FIG. 10 is an explanatory view showing another example of the roof repairing method according to the present invention.

【図11】本発明に係る屋根改修工法のその他の例を示
す説明図である。
FIG. 11 is an explanatory view showing another example of the roof repairing method according to the present invention.

【図12】本発明に係る屋根改修工法のその他の例を示
す説明図である。
FIG. 12 is an explanatory view showing another example of the roof repairing method according to the present invention.

【図13】補強材のその他の例とその施工方法を示す説
明図である。
FIG. 13 is an explanatory view showing another example of the reinforcing material and a construction method thereof.

【図14】新規屋根材のその他の例を示す説明図であ
る。
FIG. 14 is an explanatory view showing another example of the new roofing material.

【図15】裏打材のその他の例を示す説明図である。FIG. 15 is an explanatory diagram showing another example of the backing material.

【図16】継手材のその他の例を示す説明図である。FIG. 16 is an explanatory diagram showing another example of the joint material.

【符号の説明】[Explanation of symbols]

A 躯体 B 屋根下地 C 既存屋根 D 補強材 E 新規屋根 F 新規屋根材 G 裏打材 H 継手材 I 敷目板 J 嵌合板 K 吊り子 L パッキング体 α 固定具 β 新規アスファルトルーフィング γ 空隙 1 垂木 2 棟木 3 母屋 4 軒桁 5 野地板 6 アスファルトルーフィング 7 瓦桟 8 瓦 9 葺き土 10 土留桟 11 化粧面 12 裏面 13 段差化粧面 14 差込縁 15 引っかけ溝 16 雄型連結部 17 嵌合溝 18 嵌合縁 19 固定片 20 雌型連結部 21 連結片 22 凹条 23 敷目部 24 馳部 24a 馳舌片 25 雨返部 26 係止部 27 延長部 28 延長舌片 29 底面 30 係止舌片 31 先端 32 ボルト部分 33 切り欠き 34 凸部 35 中空孔 36 耐火被覆材 A Frame B Roofing base C Existing roof D Reinforcement E New roof F New roofing material G Backing material H Joint material I Laying board J Fitting board K Suspender L Packing body α Fixing device β New asphalt roofing γ Void 1 Rafter 2 Purlin 3 Purlins 4 houses Girder 5 Field plate 6 Asphalt roofing 7 Roof tiles 8 Roof tiles 9 Roofing soil 10 Earth retaining bars 11 Decorative surface 12 Back surface 13 Stepped decorative surface 14 Insertion edge 15 Hooking groove 16 Male connection part 17 Fitting groove 18 Fitting Edge 19 Fixing piece 20 Female connecting part 21 Connecting piece 22 Recessed line 23 Lap part 24 Envelope part 24a Envelope tongue piece 25 Rain return part 26 Engagement part 27 Extension part 28 Extension tongue piece 29 Bottom surface 30 Engaging tongue piece 31 Tip 32 bolt part 33 notch 34 convex part 35 hollow hole 36 fireproof coating material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建築、構築物の既存屋根を撤去すると共
に、既存の屋根下地上から既存の躯体および屋根下地を
補強する補強材を配設し、該補強材上に新規屋根を葺成
することを特徴とする屋根改修工法。
Claims: 1. Removing existing roofs of buildings and structures, arranging a reinforcing material for reinforcing the existing frame and roof bases on the existing roof base, and forming a new roof on the reinforcements. A roof renovation method characterized by.
JP3319595A 1995-02-22 1995-02-22 Roof repairing method Pending JPH08226203A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3319595A JPH08226203A (en) 1995-02-22 1995-02-22 Roof repairing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3319595A JPH08226203A (en) 1995-02-22 1995-02-22 Roof repairing method

Publications (1)

Publication Number Publication Date
JPH08226203A true JPH08226203A (en) 1996-09-03

Family

ID=12379709

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3319595A Pending JPH08226203A (en) 1995-02-22 1995-02-22 Roof repairing method

Country Status (1)

Country Link
JP (1) JPH08226203A (en)

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