JP2003193628A - Tile roofing structure of descending ridge - Google Patents

Tile roofing structure of descending ridge

Info

Publication number
JP2003193628A
JP2003193628A JP2001401022A JP2001401022A JP2003193628A JP 2003193628 A JP2003193628 A JP 2003193628A JP 2001401022 A JP2001401022 A JP 2001401022A JP 2001401022 A JP2001401022 A JP 2001401022A JP 2003193628 A JP2003193628 A JP 2003193628A
Authority
JP
Japan
Prior art keywords
ridge
roof
core material
tile
roof tile
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
JP2001401022A
Other languages
Japanese (ja)
Inventor
Shigenori Yoshinari
茂紀 吉成
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.)
HYOGOKEN NENDOGAWARA KYODO KUM
HYOGOKEN NENDOGAWARA KYODO KUMIAI RENGOKAI
Original Assignee
HYOGOKEN NENDOGAWARA KYODO KUM
HYOGOKEN NENDOGAWARA KYODO KUMIAI RENGOKAI
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 HYOGOKEN NENDOGAWARA KYODO KUM, HYOGOKEN NENDOGAWARA KYODO KUMIAI RENGOKAI filed Critical HYOGOKEN NENDOGAWARA KYODO KUM
Priority to JP2001401022A priority Critical patent/JP2003193628A/en
Publication of JP2003193628A publication Critical patent/JP2003193628A/en
Pending legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a tile roofing structure which enhances safety and earthquake-resistance and which is executable, regarding a descending ridge among ridges of gable roofs, gambrel roof (combined style of a gable roof and a hipped roof). <P>SOLUTION: A core member 5 for reinforcing a ridge is attached onto a roof tile 1 line on which a descending ridge 100 is laid. A fixing core member 7 for fixing a ridge tile 11 at every specified distance is installed on the core member 5 for reinforcing the ridge. After the fixing core member 7 for fixing the ridge tile to fix the core member 5 for reinforcing the ridge has been attached in between the backing member 3 of the roof and the roof tile 1, ridge tiles 11 are fixed to the top while using thatching earth. <P>COPYRIGHT: (C)2003,JPO

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】本発明は住宅等の建物の切妻
造や入母屋造等の屋根において、屋根の頂部の大棟の両
端から流れに沿って下る降り棟の瓦葺き構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roofing structure for a gabled structure or a gabled structure of a building such as a house, which is a descending ridge that descends along the flow from both ends of a large ridge at the top of the roof.

【0002】[0002]

【従来の技術】切妻造や入母屋造等の屋根で、屋根頂部
の大棟、軒先の隅に向って下る隅棟や大棟の両端から直
角に流れに沿って下る降り棟等の棟の瓦葺きは、主に冠
瓦のみの簡素な場合と、のし瓦を1段以上積み上げる重
厚な場合の2通りがある。このうち、のし瓦を使用する
降り棟200の施工は、図8に示すように、まず、屋根
下地材3上に所定の間隔で固定した寸切りボルトや山形
ボルト等の補強金物201に棟補強用芯材(以下「棟芯
材」という。)202を固定し、葺き土8を用いてのし
瓦9を積み上げながら、のし瓦9の左右を緊結用線10
で緊結して所定の棟高さとした後に、最上段ののし瓦9
の上に葺き土8を置き、冠瓦11を伏せパッキン付ステ
ンレスネジ52で前記棟芯材202に留め付けることに
よりおこなわれている。
2. Description of the Related Art Roofs such as gables and gables for roofing of large ridges at the top of the roof, corner ridges that descend toward the corners of the eaves, and descending ridges that descend at right angles from both ends of the large ridge. There are two types, one is a simple case where only roof tiles are used, and the other is a heavy case where the roof tiles are stacked one or more steps. Of these, as shown in FIG. 8, the construction of the alighting ridge 200 using the roof tiles is first performed on the reinforcing hardware 201 such as slicing bolts and chevron bolts fixed on the roof base material 3 at predetermined intervals. A reinforcing core material (hereinafter referred to as “ridge core material”) 202 is fixed, and while stacking the tiles 9 using the thatched soil 8, the left and right sides of the tiles 9 are tightly tied to each other.
After tying it up to a predetermined building height, the top tile 9
This is done by placing thatched soil 8 on top of the roof tile, laying down the crown tile 11 and fastening it to the ridge core material 202 with stainless screws 52 with packing.

【0003】[0003]

【発明が解決しようとする課題】大棟や隅棟又は降り棟
等の棟は屋根の平部よりも大きな地震力や風力を受ける
ため、十分な耐震性の検討をおこなったうえで、丁寧に
施工する必要があるが、このような十分な耐震性の検討
や入念な施工を怠ると、地震や台風の際に、冠瓦やのし
瓦の位置ずれ、落下が発生し、大きな被害を受けるとい
う問題点があった。特に、隅棟、降り棟は大棟から流れ
に沿って下るように設けられているので、地震の際に、
大棟側から軒先側へ、冠瓦やのし瓦が一気に滑り落ちる
ことがあるという問題点があった。
[Problems to be solved by the invention] Large ridges, corner ridges, and alighting ridges are subject to greater seismic force and wind force than the flat part of the roof. Careful consideration should be given to seismic resistance. It is necessary to construct, but if such a sufficient examination of seismic resistance and careful construction are neglected, the roof tiles and the roof tiles will be displaced and fall during an earthquake or typhoon, causing serious damage. There was a problem. Especially, in the case of an earthquake, the corner wing and the alighting ridge are provided so as to descend from the large wing along the flow.
There was a problem that crown tiles and shingle tiles could slip off at once from the main building side to the eaves side.

【0004】[0004]

【課題を解決するための手段】本発明は、上記課題に鑑
みてなされたものであり、切妻造や入母屋造等の屋根の
棟のうち降り棟について、安全性・耐震性が向上し、か
つ施工が容易である瓦葺き構造を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has improved safety and seismic resistance in a descending wing of a roof structure such as a gabled structure or a gabled structure, and An object is to provide a tiled structure that is easy to construct.

【0005】本発明の請求項1に記載の屋根葺き構造
は、切妻造や入母屋造等の建物の屋根の棟のうち、屋根
の頂部の大棟の両端から直角に流れに沿って下る降り棟
において、降り棟を設ける列の屋根瓦上に葺き土を用い
てのし瓦を積み上げるとともに、棟補強用芯材を棟方向
に沿って取り付けて、その頂部に葺き土を用いながら冠
瓦を留め付ける瓦葺き構造であって、前記屋根瓦の上に
棟補強用芯材を取り付けて、該棟補強用芯材上に所望の
間隔を開けて冠瓦を留め付ける冠瓦留付け芯材を取り付
けるとともに、屋根下地材と前記屋根瓦との間に前記棟
補強用芯材を留め付ける棟補強用芯材留付け桟木を取り
付けることを特徴とするものである。
In the roofing structure according to claim 1 of the present invention, among the roof ridges of a building such as a gabled structure or a gabled structure, a descending ridge descending at right angles from both ends of a large ridge at the top of the roof. At the same time, pile roof tiles using thatched soil on the roof tiles in the row where the descending ridge will be installed, attach core materials for ridge reinforcement along the direction of the ridge, and fasten roof tiles using thatched soil at the top. A roofing structure to be attached, wherein a ridge reinforcing core material is attached on the roof tile, and a crown tile fastening core material for fixing crown tiles at desired intervals on the ridge reinforcing core material is attached. A ridge reinforcing core material retaining shackle for fastening the ridge reinforcing core material is attached between the roof base material and the roof tile.

【0006】請求項2に記載の屋根葺き構造は、請求項
1に記載の降り棟の屋根葺き構造において、前記棟補強
用芯材と前記冠瓦留付け芯材との間に棟方向に沿って棟
高さを調整するスペーサが設けられたことを特徴とする
ものである。
A roofing structure according to a second aspect of the present invention is the roofing structure of the alighting building according to the first aspect, wherein the roofing structure is provided between the ridge reinforcing core material and the roof tile fastening core material in the ridge direction. It is characterized in that a spacer for adjusting the ridge height is provided.

【0007】請求項3に記載の屋根葺き構造は、請求項
1又は請求項2に記載の降り棟の屋根葺き構造におい
て、前記屋根瓦の表側面に前記棟補強用芯材を受ける受
け台が設けられたことを特徴とするものである。
A roofing structure according to a third aspect is the roofing structure for alighting ridge according to the first or second aspect, wherein a pedestal for receiving the ridge reinforcing core material is provided on a front side surface of the roof tile. It is characterized by being provided.

【0008】請求項4に記載の屋根葺き構造は、請求項
3に記載の降り棟の屋根葺き構造において、前記受け台
と前記棟補強用芯材との間に不陸調整部材を設けたこと
を特徴とするものである。
A roofing structure according to a fourth aspect is the roofing structure for an alighting ridge according to the third aspect, in which an unevenness adjusting member is provided between the pedestal and the ridge reinforcing core material. It is characterized by.

【0009】請求項5に記載の屋根葺き構造は、請求項
3に記載の降り棟の屋根葺き構造において、前記受け台
を屋根瓦に一体成型したことを特徴とするものである。
A roofing structure according to a fifth aspect of the present invention is the roofing structure for a descending wing according to the third aspect, wherein the pedestal is integrally molded with a roof tile.

【0010】請求項6に記載の屋根葺き構造は、請求項
3に記載の降り棟の屋根葺き構造において、前記受け台
を屋根瓦に貼設したことを特徴とするものである。
A roofing structure according to a sixth aspect of the present invention is the roofing structure for a descending building according to the third aspect, wherein the pedestal is attached to a roof tile.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態につい
て、図面に基づいて説明する。本発明の実施の形態に係
る降り棟100の瓦葺き構造は、図1に示すように、降
り棟100を設ける列の屋根瓦1に設けた受け台2の真
下の屋根下地材3上に棟補強用芯材留付け桟木(以下
「棟芯材桟木」という。)4を留め付け、前記受け台2
上に棟補強用芯材(以下「棟芯材」という。)5を差し
渡して前記屋根瓦2を貫通して前記棟芯材桟木4に留め
付け、前記棟芯材5上にスペーサ6を留め付け、該スペ
ーサ6上に冠瓦留付け芯材(以下「冠瓦芯材」とい
う。)7を留め付けた後に、葺き土8を用いてのし瓦9
を積み上げてゆき、該のし瓦9の左右を緊結用線10で
緊結して所定の棟高さとした後に、最上段ののし瓦9の
上に葺き土8を置き、冠瓦11を伏せて前記冠瓦芯材7
に留め付けるものである。以下、更に詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the tiled structure of the descending ridge 100 according to the embodiment of the present invention is a reinforced building on the roof base material 3 just below the pedestal 2 provided on the roof tile 1 of the row in which the descending ridge 100 is provided. A core material retaining pier (hereinafter referred to as "ridge core material pier") 4 is fastened to the pedestal 2
A ridge reinforcing core material (hereinafter referred to as “ridge core material”) 5 is passed over the roof tile 2 to be fastened to the ridge core material pier 4, and a spacer 6 is fastened to the ridge core material 5. After attaching and fixing a crown tile fastening core material (hereinafter referred to as "crown tile core material") 7 on the spacer 6, a roof tile 9 using thatched soil 8
After stacking the tiles 9 on the right and left sides of the roof tiles 9 with a binding line 10 to a predetermined building height, put thatched soil 8 on the top tiles 9 and turn down the crown tiles 11. The crown tile core material 7
Is to be fastened to. The details will be described below.

【0012】前記屋根下地材3は、木製、耐水合板又は
硬質木片セメント板、薄型ALCパネル等からなる板材
である野地板3a上に、アスファルトリーフィングや改
質アスファルトリーフィング等の下葺き材3bが敷設さ
れたものである。
The roofing base material 3 is made of wood, water-resistant plywood or hard wood chip cement board, thin ALC panel, etc., and a baseboard 3a is laid with an asphalt roofing or modified asphalt roofing 3b. It was done.

【0013】前記屋根瓦1は、図2に示すように、いわ
ゆる引掛け桟瓦20の表側面21上に受け台2を設けた
ものであって、その横方向一側に差込み部22を、横方
向他側に差込み押え部23が形成され、図3に示すよう
に、尻側には瓦桟木33に留め付けるための瓦緊結用釘
50を挿通させる釘穴24を有するとともに、裏側面の
尻側には瓦桟木33に引掛けるための引掛け爪25を有
している。
As shown in FIG. 2, the roof tile 1 is provided with a pedestal 2 on a front side surface 21 of a so-called hanging crosstile 20, and an insertion portion 22 is provided on one side in the lateral direction. The insertion pressing portion 23 is formed on the other side in the direction, and as shown in FIG. 3, the bottom side has a nail hole 24 through which a roof tile binding nail 50 for fastening to the roof tile slab 33 is inserted, and the bottom surface of the bottom On the side, there is a hooking claw 25 for hooking on the tile timber 33.

【0014】前記受け台2は、図2に示すように、屋根
瓦1の表側面21中央からやや頭側隅角部寄りに、表側
面21から突出するように設けられたもので、その横幅
は棟芯材5の横幅と等しい又はそれよりも長く設定し
(図1参照)、その長さは横幅の2倍程度としている。
As shown in FIG. 2, the pedestal 2 is provided so as to project from the front side surface 21 slightly closer to the head side corner portion from the center of the front side surface 21 of the roof tile 1 and has a lateral width. Is set to be equal to or longer than the lateral width of the ridge core material 5 (see FIG. 1), and its length is about twice the lateral width.

【0015】なお、前記受け台2の屋根瓦1への配設
は、屋根瓦1を成型する際に、一体的に成型することに
よりおこなってもよく、また、受け台2を屋根瓦1と別
途に人工木材やプラスチック等で形成しておき、弾力性
のある接着剤で、屋根瓦1の所定位置に接着させること
によりおこなってもよく、特に限定されない。
The pedestal 2 may be arranged on the roof tile 1 by integrally molding the roof tile 1 when the roof tile 1 is molded. It may be separately formed from artificial wood or plastic, and may be adhered to a predetermined position of the roof tile 1 with an elastic adhesive, and is not particularly limited.

【0016】前者の場合は、受け台2が屋根瓦1と一体
成型されるので、受け台2が屋根瓦1から外れることは
なく耐久性に優れ、また、受け台2を屋根瓦1に接着す
る手間を要せずに、屋根瓦1を葺いてゆけばよいので作
業性を向上させることができる。
In the former case, since the pedestal 2 is integrally molded with the roof tile 1, the pedestal 2 does not come off the roof tile 1 and is excellent in durability, and the pedestal 2 is bonded to the roof tile 1. Since the roof tiles 1 need to be roofed without the need for time and effort, the workability can be improved.

【0017】また、後者の場合は、受け台2を形成する
ための専用の型枠を作成する必要がなく、従来の屋根瓦
をそのまま使用することができる。また、受け台2の材
質を任意に選択することができる。但し、受け台2の屋
根瓦1への接着に用いる接着剤は求められる保持力が確
実に得られるものとする必要がある。
In the latter case, the conventional roof tile can be used as it is without the need to prepare a dedicated mold for forming the pedestal 2. Further, the material of the pedestal 2 can be arbitrarily selected. However, the adhesive used for adhering the pedestal 2 to the roof tile 1 must ensure that the required holding force can be obtained.

【0018】本実施の形態では、屋根瓦1は、いわゆる
引掛け桟瓦としてJ形桟瓦を使用しているが、これに限
定されるものではなく、S形桟瓦、F形桟瓦等の桟瓦や
本瓦等の屋根の平部に使用される瓦であればよい。
In the present embodiment, the roof tile 1 uses J-shaped ridges as so-called hooked ridges, but the invention is not limited to this, and ridges such as S-shaped ridges and F-shaped ridges and books. Any roof tile such as that used for the flat part of the roof may be used.

【0019】前記棟芯材桟木4は、図4に示すように、
棟芯材5を留め付ける瓦緊結用釘51(図3参照)に十
分な打ち込み深さを与えて引抜き力を持たせるために、
屋根瓦1の受け台2真下の屋根下地3上に瓦桟木33と
平行に留め付けられるものである。
As shown in FIG. 4, the ridge core splint 4 is
In order to give a sufficient driving depth to the roof tile binding nails 51 (see FIG. 3) for fastening the ridge core material 5 to have pulling force,
The roof tile 1 is fastened on the roof base 3 directly below the cradle 2 in parallel with the tile stile 33.

【0020】前記棟芯材5は、図5に示すように、降り
棟100の蛇行を防ぐために、屋根瓦1の受け台2上に
差し渡されて屋根瓦1を貫通して棟芯材桟木4に留め付
けられるものであって、その大きさは40ミリ角程度と
し、その長さは降り棟100の長さと同程度とする。
As shown in FIG. 5, the ridge core material 5 is passed over the pedestal 2 of the roof tile 1 and penetrates the roof tile 1 to prevent the meandering of the descending ridge 100, and penetrates the ridge core material shackle. The size is about 40 mm square, and its length is about the same as the length of the alighting wing 100.

【0021】前記スペーサ6は、図5に示すように、棟
高さに合わせて冠瓦芯材7の設置高さを調節するため
に、棟芯材5と冠芯材7との間に所定の間隔を開けて複
数個設けられるものであって、その横幅は棟芯材5と同
程度とし、その長さは、のし瓦9の長さより短く設定
し、左右ののし瓦9に緊結の妨げとならないようにして
いる(図1参照)。
As shown in FIG. 5, the spacer 6 is provided between the ridge core material 5 and the crown core material 7 in order to adjust the installation height of the crown tile core material 7 according to the ridge height. A plurality of them are provided at intervals, and the width thereof is about the same as that of the ridge core material 5, and its length is set to be shorter than the length of the roof tile 9 so that it is tightly connected to the left and right roof tiles 9. It does not interfere (see Figure 1).

【0022】前記冠瓦芯材7は、図3に示すように、冠
瓦11の落下及び降り棟100の蛇行を防ぐために、ス
ペーサ6上に棟芯材5と平行に留め付けられるものであ
って、その横幅及び長さは棟芯材5と同程度とする。
As shown in FIG. 3, the roof tile core material 7 is fixed on the spacer 6 in parallel with the roof tile material 5 in order to prevent the roof tile 11 from falling and meandering in the alighting ridge 100. Then, the width and length thereof are set to the same level as the building core material 5.

【0023】なお、棟芯材桟木4、棟芯材5、スペーサ
6及び冠瓦芯材7は、その材質は特に限定されないが、
垂木や瓦桟木33と同程度の材質の木製の角材とするこ
とにより、材料の無駄を省き、コストアップを抑えるこ
とができる。
The material of the ridge core material splint 4, the ridge core material 5, the spacer 6 and the crown tile core material 7 is not particularly limited,
By using wooden lumber of a material similar to that of the rafters or the roof tiles 33, it is possible to reduce waste of material and suppress cost increase.

【0024】以下、本実施の形態に係る降り棟100の
瓦葺き構造の手順について説明する。まず、図4に示す
ように、屋根下地材3上に引掛け桟瓦の働き寸法で割り
付けて墨打ちをおこない、瓦桟木33を桁方向に沿って
図外のタッピングビス等で留め付けるとともに、降り棟
100を設ける箇所において、各瓦桟木33の間に棟芯
材桟木4を瓦桟木33と同程度の間隔で図外のタッピン
グビス等で留め付ける。
The procedure of the roofing structure of the descending building 100 according to this embodiment will be described below. First, as shown in FIG. 4, black tiles are laid out on the roof base material 3 according to the working size of the hanging pedestal, and the tile pedestals 33 are fastened along the girder direction with tapping screws (not shown) and At the location where the ridge 100 is provided, the ridge core material stakes 4 are fastened between the tile stiles 33 at the same intervals as the tile stiles 33 with tapping screws or the like not shown.

【0025】そして、屋根下地材3上に引掛け桟瓦を軒
先側から大棟側へ縦方向に葺き上げてゆき、この途中
で、図6に示すように、降り棟100を設ける縦の一列
に、屋根瓦1を葺き上げる。
Then, the hanging crosspieces are vertically raised from the eaves side to the large ridge side on the roof base material 3, and in the middle thereof, as shown in FIG. , Thatched roof tile 1.

【0026】次に、屋根瓦1の受け台2上に、図3に示
すように、棟芯材5を差し渡すように載置し、瓦緊結用
釘51を打ち込むための位置決めをおこない、位置決め
をおこなった後、ドリル等の適当な工具により、屋根瓦
1の受け台2と棟芯材5の双方に同時に釘穴2a、5a
を開ける。
Next, as shown in FIG. 3, the ridge core material 5 is placed on the pedestal 2 of the roof tile 1 so as to be crossed over, and positioning for driving in the tile binding nails 51 is performed. Then, with a suitable tool such as a drill, nail holes 2a and 5a are simultaneously formed in both the pedestal 2 of the roof tile 1 and the ridge core material 5.
Open.

【0027】なお、本実施の形態では、屋根瓦1の受け
台2に釘穴2aを設けておいたとしても、棟芯材5を屋
根瓦1の受け台2上に載置して、この棟芯材5の上方か
ら瓦緊結用釘51を釘穴2aに確実に打ち込むことは困
難であり、位置ずれを生ずるおそれがあるため、屋根瓦
1の受け台2と棟芯材5の双方に同時に釘穴2a、5a
を開けて、瓦緊結用釘51を打ち込むこととしている。
In this embodiment, even if the receiving base 2 of the roof tile 1 is provided with the nail holes 2a, the ridge core material 5 is placed on the receiving base 2 of the roof tile 1 and It is difficult to drive the roof tile binding nails 51 into the nail holes 2a from above the ridge core material 5 reliably, and there is a risk of misalignment. Therefore, both the pedestal 2 of the roof tile 1 and the ridge core material 5 are likely to be displaced. At the same time nail holes 2a, 5a
It is supposed to be opened and the roof tile binding nails 51 are to be driven in.

【0028】そして、前記釘穴2a、5aに瓦緊結用釘
51を屋根瓦1を貫通して打ち込んで、棟芯材5を棟芯
材桟木4に留め付ける。これにより、屋根瓦1が尻側の
瓦緊結用釘50と受け台2の瓦緊結用釘51の2箇所で
屋根下地材3に固定されることとなり、屋根瓦1の耐震
性を向上させることができる。
Then, the roof tile 1 is hammered into the nail holes 2a and 5a by penetrating the roof tile 1 to fasten the ridge core material 5 to the ridge core material pier 4. As a result, the roof tile 1 is fixed to the roof base material 3 at two locations, the tile binding nail 50 on the butt side and the tile binding nail 51 of the pedestal 2, and the earthquake resistance of the roof tile 1 is improved. You can

【0029】屋根瓦1の受け台2の上面又は屋根下地材
3に不陸があるとき、または、棟芯材桟木4の釘穴から
漏水する可能性があるときには、図1に示すように、E
PCM(エチレン−プロプレン−ジエン三元共重合体)
等のスポンジ状又はゴム等の板状である不陸調整部材1
2を屋根瓦1の受け台2と棟芯材5との間に入れて不陸
を調節して、のし瓦9及び冠瓦11の施工を容易にする
とともに、棟芯材桟木4の釘穴からの漏水を防止する。
As shown in FIG. 1, when the top surface of the pedestal 2 of the roof tile 1 or the roof base material 3 is uneven, or when there is a possibility of water leaking from the nail holes of the ridge core splint 4. E
PCM (ethylene-propylene-diene terpolymer)
Unadjustable member 1 in the form of sponge such as rubber or plate such as rubber
2 is inserted between the pedestal 2 of the roof tile 1 and the ridge core material 5 to adjust the unevenness, thereby facilitating the construction of the nodding tile 9 and the crown tile 11, and at the same time, the nail of the ridge core material pier 4. Prevent water leakage from holes.

【0030】棟芯材5を棟芯材桟木4に留付けた後、図
7に示すように、棟芯材5上にのし瓦9の積み上げを考
慮して適当な間隔を開けてスペーサ6を配置し、瓦緊結
用釘51により棟芯材5への留め付けてから、スペーサ
6上に冠瓦芯材7を配置し、瓦緊結用釘51によりスペ
ーサ6を貫通して棟芯材5に留め付ける(図3参照)。
After the ridge core material 5 is fastened to the ridge core material splint 4, as shown in FIG. 7, a spacer 6 is provided at an appropriate interval in consideration of stacking of the roof tiles 9 on the ridge core material 5. Are arranged and fastened to the ridge core material 5 with the roof tile binding nails 51, then the crown roof tile core material 7 is placed on the spacers 6, and the spacer 6 is pierced by the roof tile binding nails 51 to penetrate the ridge core material 5. (See Figure 3).

【0031】最後に、図1に示すように、葺き土8を用
いて、のし瓦9を、その左右を銅又はステンレスからな
る緊結用線10で緊結して固定しながら、所望の棟高さ
になるまで積み上げてゆく。そして、最上段ののし瓦9
上に、葺き土8を置き、冠瓦11を伏せて、その上方か
らパッキ付ステンレスネジ52で冠瓦芯材7に留め付け
る。このとき、スペーサ6は棟芯材5上に適当な間隔を
開けて留め付けられているので、のし瓦9の左右の緊結
の妨げとなることはない。
Finally, as shown in FIG. 1, while using the thatched soil 8 to fix the tiles 9 to the left and right with the binding wires 10 made of copper or stainless steel, the desired building height is secured. Pile up until. And the top roof tile 9
The roofing soil 11 is placed on the roof, the roof tile 11 is laid down, and the roof tile core material 7 is fastened from above with the stainless screw 52 with a packing. At this time, since the spacers 6 are fastened on the ridge core material 5 with an appropriate gap therebetween, they do not hinder the tight binding of the roof tile 9 on the left and right.

【0032】[0032]

【発明の効果】以上説明したように、本発明の請求項1
に記載の降り棟の瓦葺き構造によれば、前記屋根瓦の上
に棟補強用芯材を取り付けて、該棟補強用芯材上に所望
の間隔を開けて冠瓦を留め付ける冠瓦留付け芯材を取り
付けるとともに、屋根下地材と前記屋根瓦との間に前記
棟補強用芯材を留め付ける棟補強用芯材留付け桟木を取
り付けることにより、棟全体が棟補強用芯材及び冠瓦留
付け芯材で補強されるので、地震や台風の際に、冠瓦や
のし瓦の位置ずれ、落下等が生じたり、大棟側から軒先
側へ、冠瓦やのし瓦が一気に滑り落ちたりすることがな
いという利点がある。従って、これにより、安全性・耐
震性が向上するという利点がある。
As described above, according to the first aspect of the present invention.
According to the tiled structure of the descending ridge described in (1), the roof tile is attached with the ridge reinforcing core material on the roof tile, and the crown tile is fastened to the ridge reinforcing core material at a desired interval with the crown tile fastening. By attaching a core material and attaching a ridge reinforcement core material retaining shackle for fastening the ridge reinforcement core material between the roof base material and the roof tile, the entire ridge is provided with a ridge reinforcement core material and crown tile. Since it is reinforced with fastening cores, the roof tiles and roof tiles may be displaced or fall in the event of an earthquake or typhoon, or the roof tiles or roof tiles may slide at once from the main building side to the eaves side. It has the advantage of not falling. Therefore, this has an advantage that safety and earthquake resistance are improved.

【0033】また、屋根瓦上に棟補強用芯材及び冠瓦留
付け芯材を固定するだけでよいので、施工が容易である
という利点がある。
Further, since it is only necessary to fix the building reinforcing core material and the crown tile fastening core material on the roof tile, there is an advantage that the construction is easy.

【0034】請求項2に記載の降り棟の瓦葺き構造によ
れば、前記棟補強用芯材と前記冠瓦留付け芯材との間に
棟方向に沿って棟高さを調整するスペーサが設けられた
ので、棟高さに対応させて冠瓦留付け芯材の設置高さを
調節することができるという利点がある。
According to the tiled structure of the alighting ridge of claim 2, a spacer for adjusting the ridge height along the ridge direction is provided between the ridge reinforcing core material and the crown tile fastening core material. Therefore, there is an advantage that the installation height of the roof tile fastening core material can be adjusted according to the building height.

【0035】また、スペーサを設けることにより、葺き
土の量を減らすことができ、棟全体の軽量化を図り、耐
震性を向上させることができるという利点がある。
Further, by providing the spacer, there is an advantage that the amount of thatched soil can be reduced, the weight of the entire building can be reduced, and the earthquake resistance can be improved.

【0036】請求項3に記載の降り棟の瓦葺き構造によ
れば、前記屋根瓦の表側面に前記棟補強用芯材を受ける
受け台が設けられたので、棟補強用芯材の屋根瓦への配
置が容易になるという利点がある。また、棟補強用芯材
が受け台に支持されることとなり、棟補強用芯材の安定
性が向上するという利点がある。更に、棟補強用芯材の
安定性が向上するので、スペーサ、冠瓦留付け芯材の留
付けが容易になるという利点がある。
According to the tiled structure of the descending ridge of claim 3, since the pedestal for receiving the ridge reinforcing core material is provided on the front side surface of the roof tile, the roof tile of the ridge reinforcing core material is provided. Has the advantage of being easy to arrange. Further, since the ridge reinforcing core material is supported by the cradle, there is an advantage that the stability of the ridge reinforcing core material is improved. Further, since the stability of the building reinforcing core material is improved, there is an advantage that the spacer and the roof tile fastening core material can be easily fastened.

【0037】請求項4に記載の降り棟の瓦葺き構造によ
れば、前記受け台と前記棟補強用芯材との間に不陸調整
部材を設けたので、受け台又は屋根下地材に不陸があっ
ても、棟補強用芯材を安定よく留め付けることができる
という利点がある。また、屋根下地材に形成された釘穴
からの漏水を防ぐことができるという利点がある。
According to the tiled structure of the alighting ridge of claim 4, since the unevenness adjusting member is provided between the pedestal and the ridge reinforcing core material, the pedestal or the roof base material is uneven. Even if there is, there is an advantage that the ridge reinforcing core material can be stably fastened. Further, there is an advantage that it is possible to prevent water leakage from the nail holes formed in the roof base material.

【0038】請求項5に記載の降り棟の瓦葺き構造によ
れば、前記受け台を屋根瓦に一体成型したので、受け台
が屋根瓦から外れる心配がなく、耐久性が向上するとい
う利点がある。また、受け台を屋根瓦に接着する手間を
要せずに、屋根瓦を葺いてゆけばよいので作業性を向上
させることができるという利点がある。
According to the tiled structure of the descending ridge of claim 5, since the pedestal is integrally molded with the roof tile, there is an advantage that the pedestal does not come off from the roof tile and the durability is improved. . Further, there is an advantage that the workability can be improved because the roof tiles can be roofed without the trouble of adhering the cradle to the roof tiles.

【0039】請求項6に記載の降り棟の瓦葺き構造によ
れば、前記受け台を屋根瓦に貼設したので、受け台を形
成するための専用の型枠を作成する必要がなく、従来の
屋根瓦をそのまま使用することができるので、コストア
ップを抑えることができるという利点がある。また、受
け台の材質を任意に選択することができるという利点が
ある。
According to the tiled structure of the descending ridge of claim 6, since the pedestal is affixed to the roof tile, it is not necessary to prepare a dedicated formwork for forming the pedestal, and Since the roof tile can be used as it is, there is an advantage that cost increase can be suppressed. Further, there is an advantage that the material of the cradle can be arbitrarily selected.

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

【図1】本発明の実施の形態の降り棟の屋根葺き構造を
示す図である。
FIG. 1 is a diagram showing a roofing structure of an alighting wing according to an embodiment of the present invention.

【図2】受け台を設けた屋根瓦を示す図である。FIG. 2 is a view showing a roof tile provided with a pedestal.

【図3】本発明の実施の形態の施工手順を示す図であ
る。
FIG. 3 is a diagram showing a construction procedure according to the embodiment of the present invention.

【図4】本発明の実施の形態の施工手順を示す図であ
る。
FIG. 4 is a diagram showing a construction procedure according to the embodiment of the present invention.

【図5】本発明の実施の形態の施工手順を示す図であ
る。
FIG. 5 is a diagram showing a construction procedure according to the embodiment of the present invention.

【図6】本発明の実施の形態の施工手順を示す図であ
る。
FIG. 6 is a diagram showing a construction procedure according to the embodiment of the present invention.

【図7】本発明の実施の形態の施工手順を示す図であ
る。
FIG. 7 is a diagram showing a construction procedure according to the embodiment of the present invention.

【図8】従来の降り棟の瓦葺き構造を示す図である。FIG. 8 is a diagram showing a conventional thatched roof structure of a descending building.

【符号の説明】[Explanation of symbols]

1 屋根瓦 2 受け台 3 屋根下地材 4 棟芯材桟木(棟補強用芯材留付け桟木) 5 棟芯材(棟補強用芯材) 6 スペーサ 7 冠芯材(冠瓦留付け芯材) 8 葺き土 9 のし瓦 10 緊結用線 11 冠瓦 100 降り棟 1 roof tile 2 cradle 3 roofing base material 4 Building core timber (building reinforcement core timber pier) 5 Building core material (building reinforcement core material) 6 spacers 7 Crown core material (core material with crown roof fastening) 8 thatched soil 9 Noshiro 10 Bonding line 11 crown tiles 100 alighting ridge

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 切妻造や入母屋造等の建物の屋根の棟の
うち、屋根の頂部の大棟の両端から直角に流れに沿って
下る降り棟において、 降り棟を設ける列の屋根瓦上に葺き土を用いてのし瓦を
積み上げるとともに、棟補強用芯材を棟方向に沿って取
り付けて、その頂部に葺き土を用いながら冠瓦を留め付
ける瓦葺き構造であって、 前記屋根瓦の上に棟補強用芯材を取り付けて、該棟補強
用芯材上に所望の間隔を開けて冠瓦を留め付ける冠瓦留
付け芯材を取り付けるとともに、屋根下地材と前記屋根
瓦との間に前記棟補強用芯材を留め付ける棟補強用芯材
留付け桟木を取り付けることを特徴とする降り棟の瓦葺
き構造。
1. A roof ridge of a building such as a gabled structure or a gabled structure, which is a descending ridge that descends at a right angle from both ends of a large ridge at the top of the roof, and is placed on the roof tile of the row in which the descending ridge is provided. A tile-roofing structure in which roof tiles are piled up using thatched soil, a core material for ridge reinforcement is attached along the direction of the ridge, and crown tiles are fastened while using thatched soil on the top of the roof tiles. A ridge reinforcement core is attached to the ridge, and a roof tile fastening core material for fastening the roof tile at a desired interval is attached on the ridge reinforcement core material, and a roof tile material is provided between the roof base material and the roof tile. A roofing structure for an alighting ridge, characterized in that a ridge reinforcing core material retaining stake for fixing the ridge reinforcing core material is attached.
【請求項2】 前記棟補強用芯材と前記冠瓦留付け芯材
との間に棟方向に沿って棟高さを調整するスペーサが設
けられたことを特徴とする請求項1に記載の降り棟の瓦
葺き構造。
2. The landing gear according to claim 1, wherein a spacer for adjusting the height of the ridge is provided along the ridge direction between the ridge reinforcing core material and the crown tile fastening core material. The roofing structure of the ridge.
【請求項3】 前記屋根瓦の表側面に前記棟補強用芯材
を受ける受け台が設けられたことを特徴とする請求項1
又は請求項2に記載の降り棟の瓦葺き構造。
3. The pedestal for receiving the core material for reinforcing the ridge is provided on the front side surface of the roof tile.
Alternatively, the tiled structure of the descending wing according to claim 2.
【請求項4】 前記受け台と前記棟補強用芯材との間に
不陸調整部材を設けたことを特徴とする請求項3に記載
の降り棟の屋根葺き構造。
4. The roofing structure for the alighting wing according to claim 3, further comprising an unevenness adjusting member provided between the cradle and the ridge reinforcing core material.
【請求項5】 前記受け台を屋根瓦に一体成型したこと
を特徴とする請求項3に記載の降り棟の屋根葺き構造。
5. The roofing structure for the alighting wing according to claim 3, wherein the pedestal is integrally formed with a roof tile.
【請求項6】 前記受け台を屋根瓦に貼設したことを特
徴とする請求項3に記載の降り棟の屋根葺き構造。
6. The roofing structure for an alighting ridge according to claim 3, wherein the pedestal is attached to a roof tile.
JP2001401022A 2001-12-28 2001-12-28 Tile roofing structure of descending ridge Pending JP2003193628A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001401022A JP2003193628A (en) 2001-12-28 2001-12-28 Tile roofing structure of descending ridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001401022A JP2003193628A (en) 2001-12-28 2001-12-28 Tile roofing structure of descending ridge

Publications (1)

Publication Number Publication Date
JP2003193628A true JP2003193628A (en) 2003-07-09

Family

ID=27605254

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001401022A Pending JP2003193628A (en) 2001-12-28 2001-12-28 Tile roofing structure of descending ridge

Country Status (1)

Country Link
JP (1) JP2003193628A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2564464A (en) * 2017-07-12 2019-01-16 Home Building Supplies Ltd Rafter fitting

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2564464A (en) * 2017-07-12 2019-01-16 Home Building Supplies Ltd Rafter fitting
GB2564464B (en) * 2017-07-12 2019-11-13 Home Building Supplies Ltd Rafter fitting for supporting a batten at a hip joint

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