JP3376517B2 - Building roof ridge structure - Google Patents

Building roof ridge structure

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Publication number
JP3376517B2
JP3376517B2 JP30545798A JP30545798A JP3376517B2 JP 3376517 B2 JP3376517 B2 JP 3376517B2 JP 30545798 A JP30545798 A JP 30545798A JP 30545798 A JP30545798 A JP 30545798A JP 3376517 B2 JP3376517 B2 JP 3376517B2
Authority
JP
Japan
Prior art keywords
tile
roof
ridge
building
tightened
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.)
Expired - Lifetime
Application number
JP30545798A
Other languages
Japanese (ja)
Other versions
JP2000129864A (en
Inventor
美隆 吉成
Original Assignee
美隆 吉成
石州セラミカ協業組合
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 美隆 吉成, 石州セラミカ協業組合 filed Critical 美隆 吉成
Priority to JP30545798A priority Critical patent/JP3376517B2/en
Publication of JP2000129864A publication Critical patent/JP2000129864A/en
Application granted granted Critical
Publication of JP3376517B2 publication Critical patent/JP3376517B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、積層された熨斗瓦を
固定した建物屋根の棟構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ridge structure of a building roof having fixed laminated roof tiles.

【0002】[0002]

【従来の技術】従来の建物屋根の棟構造は、図2に示
すように、漆喰aを介しながら熨斗瓦bを積層し、最上
段の熨斗瓦b上に冠瓦cを載せ、熨斗瓦bを棟の頂部を
挟んで左右に一対配設し、熨斗瓦b同士を緊結線dで緊
結して構築されていた。このように、従来の棟構造は、
左右に熨斗瓦bを配設するようにしていたので、地震等
により熨斗瓦b相互間の離反が生じて棟構造が崩壊し易
くなるという問題があった。
Ridge structure of a conventional building roof, as shown in FIG. 2 0, while through the plaster a laminating Noshi tile b, place the Kanmurikawara c on top of Noshi tile b, Noshi tile It was constructed by arranging a pair of b on the left and right with the top of the ridge sandwiched between them, and connecting the roof tiles b to each other with a binding line d. In this way, the conventional building structure is
Since the red roof tiles b are arranged on the left and right sides, there is a problem that the remote roof tiles b are separated from each other due to an earthquake or the like and the ridge structure is likely to collapse.

【0003】[0003]

【発明が解決しようとする課題】そこで、建物屋根の棟
上に各熨斗瓦及び冠瓦全体をねじ棒とナットにて一体的
に緊結して積層することができる建物屋根の棟構造が提
案されるに至った。かかる構造にあっては、ねじ棒とナ
ットにて強固な棟の建て付けを行うことができ、熨斗瓦
や冠瓦の飛散を防止することができるが、建物屋根の棟
に取付けられる支持台から予めねじ棒を立設し、このね
じ棒に熨斗瓦の挿通孔を挿通しながら熨斗瓦を積層しな
ければならないので、作業能率が低下するという問題が
あった。この発明は、上記問題点を解決し、熨斗瓦を積
層する前にねじ棒を立設しなくても、積層された熨斗瓦
の緊結が可能となり、棟構造の施工能率の向上を図るこ
とができる建物屋根の棟構造を提供することを目的とす
る。
Therefore, a ridge structure of a building roof has been proposed in which the entire roof tiles and crown tiles can be integrally tightly laminated on the ridge of the building roof by screw rods and nuts. Came to In such a structure, it is possible to build a strong ridge with screw rods and nuts, and to prevent the scattering of the roof tiles and crown tiles, but from the support base that is attached to the ridge of the building roof. There is a problem in that the work efficiency is lowered because a screw rod must be installed upright in advance and the sword tile must be stacked while inserting the screw rod through the through hole. This invention solves the above-mentioned problems and enables the stacked roof tiles to be tightly attached without the need to erect the screw rods before stacking the roof tiles, thereby improving the construction efficiency of the ridge structure. The object is to provide a building roof structure that can be used.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、請求項1の建物屋根の棟構造は、棟部の頂部の屋根
下地材に固定されている棟補強金具によって棟補強用芯
材を支持し、この棟補強用芯材の上方に挿通孔を有する
受け材を載置すると共に、更にこの受け材の上方に瓦本
体の中央に設けた隆起部に挿通孔を穿設した熨斗瓦を積
層し、この積層した最上段の熨斗瓦の上方に挿通孔を有
する冠瓦留め材を配設し、これら受け材と積層した熨斗
瓦と冠瓦留め材の各挿通孔に長寸緊結補強具を挿通し、
長寸緊結補強具の頭部を前記冠瓦留め材に係止すると
共に、その先端を前記棟補強用芯材に固定することによ
積層された熨斗瓦を棟部に緊結したことを特徴とす
る。
In order to solve the above problems, the ridge structure of the building roof according to claim 1 has a roof on the top of the ridge.
Wing reinforcement core fixed by the ridge reinforcement metal fittings fixed to the base material
Supports the material and has an insertion hole above the building reinforcement core
Place the receiving material, and above this receiving material
Stacking a roof tile with an insertion hole in the raised part provided in the center of the body, and arranging a roof tile fastening material with an insertion hole above the stacked uppermost roof tile, and stacking these with the receiving material. Shitoto
Insert a long-sized tight-fitting reinforcing tool into each insertion hole of the roof tile and crown roof fastening material ,
While locking the head of the long dimension Tightened brace to said crown tile fastening member, by fixing the distal end to the building reinforcement core, characterized in that Tightened on the ridge of the stacked Noshi tile And

【0005】請求項2の建物屋根の棟構造は、請求項1
に記載の建物屋根の棟構造において、挿通孔を有する冠
瓦を前記請求項1の最上段の熨斗瓦の上方に配設し、
冠瓦の挿通孔に短寸緊結補強具を挿通し、短寸緊結補
強具の頭部を前記冠瓦に係止すると共に、前記短寸緊結
補強具の先端を前記請求項1の冠瓦留め材に固定するこ
とにより、前記冠瓦を棟部に緊結したことを特徴とす
る。
The ridge structure of the building roof of claim 2 is the structure of claim 1.
In the ridge structure of the building roof according to claim 1 , a crown tile having an insertion hole is disposed above the uppermost sword tile of claim 1 , and a short-sized tight-fitting reinforcement is provided in the insertion hole of the crown tile. was inserted, the head of the short-sized Tightened brace with locking said Kanmurikawara, by fixing the distal end of said part length Tightened brace to Kanmurikawara fastening material of claim 1, wherein Kanmurikawara It is characterized in that it is tightly connected to the ridge.

【0006】[0006]

【発明の実施の形態】以下、本発明の建物屋根の棟構造
の実施の形態を図に基づいて説明する。建物屋根の棟構
造は、図17に示すように、棟部に位置する野地板等の
屋根下地材1に棟補強用芯材2を固定し、桟瓦等の屋根
葺き材3が葺かれた建物屋根の棟部に必要に応じて漆喰
等の馴染み土4を盛ると共に、馴染み土4を介しながら
熨斗瓦5を順次に積層し、この状態でステンレス製の長
寸木ねじ6の先端を棟補強用芯材2にねじ込んで積層さ
れた熨斗瓦5を緊結し、また、最上段の熨斗瓦5の上に
配設された冠瓦留め材7にステンレス製の短寸木ねじ8
をねじ込んで冠瓦9を最上段の熨斗瓦5の上に緊結して
熨斗瓦5及び冠瓦9が一体化するように構成されてい
る。なお、馴染み土4は瓦の不陸を矯正する場合に使用
されるものである。また、長寸及び短寸の木ねじ6,8
は長寸及び短寸の緊結補強具の一例であり、長寸及び短
寸の釘を緊結補強具として使用しても良い。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a ridge structure for a building roof according to the present invention will be described below with reference to the drawings. As shown in FIG. 17, the ridge structure of the building roof is a building in which a ridge reinforcing core material 2 is fixed to a roof base material 1 such as a roof plate located in the ridge portion, and a roofing material 3 such as a roof tile is roofed. If necessary, fill up the soil 4 such as plaster on the roof ridge, and stack the stile tiles 5 in sequence while inserting the soil 4, and in this state the tip of the long wood screw 6 made of stainless steel is used to reinforce the ridge. Fastened the roof tiles 5 which are screwed into the core material 2 and laminated, and the crown roof tile fastening material 7 disposed on the topmost roof tile 5 is made of stainless steel short wood screws 8
Is screwed in and the crown tile 9 is tightly bonded onto the uppermost roof tile 5 so that the roof tile 5 and the roof tile 9 are integrated. The familiar soil 4 is used to correct the unevenness of the roof tile. Also, long and short wood screws 6,8
Is an example of a long-length and short-length tight-fitting reinforcement tool , and long-and-short nails may be used as the tight-fitting reinforcement tool .

【0007】熨斗瓦5は、建物屋根の棟上に配されて最
下段に位置付けされる面戸瓦10と、この面戸瓦10上
に上乗せされて中下段に位置付けされる大熨斗瓦11
と、この大熨斗瓦11上に上乗せされて中上段に位置付
けされる小熨斗瓦12とから構成されている。面戸瓦1
0は、若干に彎曲する瓦本体10aの端部に垂下壁10
bを設けて構成されている。
[0007] Reiko tiles 5 are arranged on the ridge of the building roof and are located at the lowermost stage, and Otodo tiles 11 which are placed on the revolving tiles 10 and are located at the middle and lower stages.
And a small flume tile 12 which is placed on the large flume tile 11 and positioned in the middle and upper stages. Side door tile 1
0 is a hanging wall 10 at the end of the roof tile body 10a that is slightly curved.
b is provided.

【0008】図2に示すように、大熨斗瓦11は、瓦本
体11aの中央に隆起部11bを設け、瓦本体11aの
両側部から垂下壁11cを垂設し、隆起部11bの中央
部及び両端部に挿通孔11dを穿設して構成されてい
る。また、図15及び図17に示すように、小熨斗瓦1
2は、瓦本体12aの中央に隆起部12bを設け、瓦本
体12aの両側部から垂下壁12cを垂設し、隆起部1
2bの中央部に挿通孔12dを穿設して構成されてお
り、小熨斗瓦12は、瓦本体12aの幅寸法が大熨斗瓦
11の瓦本体12aよりも小さくなっている以外は大熨
斗瓦11と同形状となっている。
As shown in FIG. 2, the large-tile roof tile 11 is provided with a raised portion 11b at the center of the roof tile body 11a, and hanging walls 11c are provided from both sides of the roof tile body 11a. It is configured by forming insertion holes 11d at both ends. Moreover, as shown in FIG. 15 and FIG.
2 has a raised portion 12b provided at the center of the roof tile body 12a, and hanging walls 12c are provided from both sides of the roof tile body 12a.
2b is formed by inserting an insertion hole 12d in the central portion, and the small-tile tile 12 has a width of the tile body 12a smaller than that of the tile body 12a of the large-tile tile 11. It has the same shape as 11.

【0009】図18に示すように、冠瓦9は半円筒形状
であって、瓦本体9a一端に連結部9bを設けると共に
頂部中央に挿通孔9cを穿設して構成されている。
As shown in FIG. 18, the crown roof tile 9 has a semi-cylindrical shape, and is formed by providing a connecting portion 9b at one end of the roof tile body 9a and forming an insertion hole 9c at the center of the top portion.

【0010】図1は、棟補強金具13を示している。こ
の棟補強金具13は金属板を折り曲げて形成されてお
り、互いに左右逆方向に折り曲げられた一対の芯木保持
片13aから成る芯木保持部13bを支持板部13cの
上部に形成し、この支持板部13cの下部に左右逆方向
に折り曲げられた一対の脚片13dを設け、芯木保持片
13a及び脚片13dにステンレスねじ14を挿通する
ための固定孔13eを穿設して構成されている。
FIG. 1 shows a ridge reinforcing metal fitting 13. The ridge reinforcing metal fitting 13 is formed by bending a metal plate, and a core bar holding portion 13b composed of a pair of core bar holding pieces 13a bent in the left and right directions is formed on the support plate portion 13c. A pair of leg pieces 13d bent in the left and right directions are provided in the lower part of the support plate portion 13c, and fixing holes 13e for inserting the stainless screws 14 are formed in the core bar holding piece 13a and the leg pieces 13d. ing.

【0011】次に、建物屋根の棟構造の施工工程につい
て説明する。 (1)図3及び図4に示すように、棟部の頂部の屋根下
地材1に棟補強金具13をステンレスねじ14にて固定
する。棟補強金具13の取付けピッチは、1000mm
を基本とするが、強風・積雪地域や棟高さが7〜8mを
超える建物についてはこれよりもピッチを狭くする。
Next, the construction process of the ridge structure of the building roof will be described. (1) As shown in FIGS. 3 and 4, the ridge reinforcement 13 is fixed to the roof base material 1 at the top of the ridge with the stainless screw 14. The mounting pitch of the ridge reinforcement 13 is 1000 mm
However, the pitch will be narrower for strong winds, snow areas, and buildings with a building height of more than 7-8m.

【0012】(2)次に、図5及び図6に示すように、
棟補強金具13の芯木保持部13bに棟補強用芯材2を
嵌め込んでステンレスねじ14にて固定する。そして、
図5に示すように、面戸瓦10を載置すると共に棟補強
用芯材2の上に受け材15及び大熨斗瓦11載置して
レベル調整を行う。すなわち、棟補強金具13の有効高
さは決まっているので、棟補強用芯材2及び受け材15
の寸法を調整して大熨斗瓦11のレベルを決定する。な
お、棟補強用芯材2としては、棟部の桁行き方向に長い
角材を使用する。
(2) Next, as shown in FIGS.
The ridge reinforcing core material 2 is fitted into the core bar holding portion 13b of the ridge reinforcing metal fitting 13 and fixed with the stainless screw 14. And
As shown in FIG. 5, the level roof tile 10 is placed, and the receiving material 15 and the large flue tile 11 are placed on the ridge reinforcing core material 2 to adjust the level. That is, since the effective height of the ridge reinforcing metal fitting 13 is determined, the ridge reinforcing core material 2 and the receiving material 15 are provided.
The level of the Ojito tile 11 is determined by adjusting the dimension of. As the core material 2 for reinforcing the ridge, a square bar that is long in the direction of the girder of the ridge is used.

【0013】(3)次に、図7及び図8に示すように、
棟部の両側に面戸瓦10を配設する。面戸瓦10同士は
銅線等の緊結材16にて緊結し、面戸瓦10の下には馴
染み土4を盛って面戸瓦10を安定させる。 (4)次に、図9及び図10に示すように、棟補強用芯
材2の上に受け材15をステンレスねじ14にて固定す
る。受け材15は熨斗瓦5を安定させるために使用され
るものであり、受け材15の寸法は棟補強用芯材2のレ
ベルにより決定される。受け材15を棟部の桁行き方向
に長くなった角材であって、大熨斗瓦11及び小熨斗瓦
12の各挿通孔11d,12dの配設位置に対応する部
位には挿通孔15aが穿設されている。
(3) Next, as shown in FIG. 7 and FIG.
Face door tiles 10 are arranged on both sides of the ridge. The door tiles 10 are tightly bound to each other with a binding material 16 such as a copper wire, and the familiar soil 4 is put under the door tiles 10 to stabilize the door tiles 10. (4) Next, as shown in FIGS. 9 and 10, the receiving member 15 is fixed onto the ridge reinforcing core material 2 with the stainless screw 14. The receiving material 15 is used for stabilizing the 纨 TO roof tile 5, and the size of the receiving material 15 is determined by the level of the ridge reinforcing core material 2. The receiving member 15 is a rectangular member which is elongated in the direction of the girders of the ridge, and the insertion holes 15a are formed in the portions corresponding to the positions of the insertion holes 11d and 12d of the large-end tile 11 and the small-end tile 12, respectively. It is set up.

【0014】(5)次に、図11及び図12に示すよう
に、裏面に粘着層を有する防水シート17を受け材15
及び面戸瓦10に貼着して受け材15を防水シート17
にて覆う。また、面戸瓦10の位置を馴染み土4にて調
整する。 (6)次に、図13及び図14に示すように、防水シー
ト17の上に馴染み土4を介して大熨斗瓦11を置く。
(5) Next, as shown in FIGS. 11 and 12, the waterproof sheet 17 having an adhesive layer on its back surface is used as the receiving member 15
And the backing material 15 attached to the roof tile 10 to form the waterproof sheet 17
Cover with. Moreover, the position of the door tile 10 is adjusted with the familiar soil 4. (6) Next, as shown in FIG. 13 and FIG. 14, the large-scale roof tile 11 is placed on the waterproof sheet 17 through the familiar soil 4.

【0015】(7)次に、図15及び図16に示すよう
に、馴染み土4を介しながら熨斗瓦5を積層する。すな
わち、同図に示すように、大熨斗瓦11の上に大熨斗瓦
11を重ねると共に、最上段の大熨斗瓦11の上に小熨
斗瓦12を3段重ねる。下段に位置する大熨斗瓦11の
隆起部11bに上段に位置する大熨斗瓦11の隆起部1
1dの裏面側の凹部11eを嵌め込み、小熨斗瓦12の
段重ねも大熨斗瓦11と同様に、下段に位置する小熨斗
瓦12の隆起部12bを上段に位置する小熨斗瓦12の
隆起部12bの裏面側の凹部12eを嵌め込み、また、
大熨斗瓦11と小熨斗瓦12の段重ねも同様であって、
下段に位置する大熨斗瓦11の隆起部11bに小熨斗瓦
12の隆起部12bの裏面側の凹部12eを嵌め込み。
かかる大熨斗瓦11と小熨斗瓦12の嵌め合みにより、
横方向への熨斗瓦5の位置ずれが防止される。
(7) Next, as shown in FIGS. 15 and 16, the roof tile 5 is laminated with the familiar soil 4 interposed therebetween. That is, as shown in the same figure, the large decile tiles 11 are stacked on the large decile tiles 11 and the small decile tiles 12 are stacked on the uppermost large decile tiles 3 in three stages. The raised portion 11b of the large-scaled roof tile 11 located in the lower stage and the raised portion 1 of the large-scaled roof tile 11 located in the upper stage
The recessed portion 11e on the back side of 1d is fitted, and the stepped portion of the small-tile tile 12 is similar to the large-tile tile 11, and the raised portion 12b of the small-tile tile 12 located at the lower stage is the raised portion of the small-tile tile 12 located at the upper stage. The recess 12e on the back side of 12b is fitted, and
The same applies to the stacking of Ototo tile 11 and Kototo tile 12,
The recess 12e on the back surface side of the raised portion 12b of the small-sized roof tile 12 is fitted into the raised portion 11b of the large-sized roof tile 11 located in the lower stage.
Due to the fitting of such a large-sized roof tile 11 and a small-sized roof tile 12,
The lateral displacement of the roof tile 5 is prevented.

【0016】最上段の小熨斗瓦12の隆起部12bの上
には冠瓦留め材7を配設する。冠瓦留め材7は桁行き方
向に長い角材であって、大熨斗瓦11及び小熨斗瓦12
の各挿通孔11d,12dの配設位置に対応する部位に
は挿通孔7aが穿設されている。大熨斗瓦11、小熨斗
瓦12、受け材15及び冠瓦留め材7の各挿通孔11
d,12d,15a,7aは同一鉛直線上に位置するよ
うに配設する。 (8)次に、図15及び図16に示すように、長寸木ね
じ6を冠瓦留め材7、小熨斗瓦12、大熨斗瓦11、面
戸瓦10及び受け材15の各挿通孔11d,12d,1
5a,7aに挿通して長寸木ねじ6の先端のねじ部6a
を芯材2にねじ込むと共に、長寸木ねじ6の頭部6bを
冠瓦留め材7の上面に係止して積層された各熨斗瓦5を
一体的に棟部に緊結する。このようにして、各熨斗瓦5
を長寸木ねじ6で一体的に緊結すると、並べられて隣接
する熨斗瓦5相互間の離反を防止することができると共
に、積層状態で下敷きされる熨斗瓦5と上乗せされる他
の熨斗瓦5相互間の剥離を防止することができ、また、
熨斗瓦5は一体ものであるので、従来のように、緊結材
で緊結する必要がなく、耐震・耐風構造として優れたも
のになっている。なお、長寸木ねじ6を挿通することに
より防水シート17に孔が開くが、防水シート17の弾
性復元力により該孔部分は長寸木ねじ6の軸部の外周に
密着するので、防水機能に支障は生じない。
A crown tile fastening material 7 is arranged on the raised portion 12b of the uppermost small 熨 Do tile 12. The roof tile fastening material 7 is a square timber that is long in the direction of the girder, and is composed of a large cup tile 11 and a small cup tile 12.
An insertion hole 7a is formed at a portion corresponding to the position where the insertion holes 11d and 12d are arranged. Each insertion hole 11 of the large-scale roof tile 11, the small-scale roof tile 12, the receiving member 15, and the crown roof tile fastening member 7
The d, 12d, 15a and 7a are arranged so as to be located on the same vertical line. (8) Next, as shown in FIG. 15 and FIG. 16, the long wood screws 6 are inserted into each of the through holes 11 d of the roof tile fastening material 7, the small stile tile 12, the large stile tile 11, the door tile 10 and the receiving material 15. , 12d, 1
The threaded portion 6a at the tip of the long wood screw 6 inserted through 5a and 7a
Is screwed into the core material 2, and the heads 6b of the long wood screws 6 are locked to the upper surface of the roof tile fastening material 7 to integrally bond the laminated roof tiles 5 to the ridge. In this way, each Reishi tile 5
When they are integrally tied together with long wood screws 6, it is possible to prevent separation between adjacent sword tiles 5 arranged side by side, and at the same time, sewn tiles 5 laid underneath in a laminated state and other sword tiles 5 to be added. It is possible to prevent peeling from each other, and
Since the reed roof tile 5 is a single piece, it does not need to be tightly bound with a binding material as in the conventional case, which is an excellent structure for earthquake and wind resistance. Although a hole is opened in the waterproof sheet 17 by inserting the long wood screw 6, the elastic restoring force of the waterproof sheet 17 causes the hole portion to closely adhere to the outer periphery of the shaft portion of the long wood screw 6, thus impairing the waterproof function. Does not occur.

【0017】(9)次に、図15及び図16に示すよう
に、長寸木ねじ6の頭部6bを防水シート18で覆う。 (10)次に、図17及び図18に示すように、最上段
に位置する小熨斗瓦12に冠瓦9を重ね、短寸木ねじ8
を冠瓦9の挿通孔9cに挿通して短寸木ねじ8の先端の
ねじ部8aを冠瓦留め材7にねじ込むと共に、短寸木ね
じ8の防水パッキン19付き頭部8bを冠瓦9の上面に
係止することにより冠瓦9を熨斗瓦5に緊結する。ま
た、図18に示すように、冠瓦9同士は、冠瓦9の連結
部9b内に隣接する他の冠瓦9の他端が嵌合して連結さ
れている。短寸木ねじ8にて短寸木ねじ8に孔が開く
が、防水シート18の弾性復元力により該孔部分は短寸
木ねじ8の軸部の外周に密着するので、防水機能に支障
は生じない。なお、防水シート17,18を省略して施
工しても良い。また、面戸瓦10は粘土瓦に限らず、金
属板瓦などであっても良い。
(9) Next, as shown in FIGS. 15 and 16, the head 6b of the long wood screw 6 is covered with a waterproof sheet 18. (10) Next, as shown in FIG. 17 and FIG. 18, the crown tile 9 is laid over the small-tile roof tile 12 located at the top, and the short wooden screw 8 is attached.
Is inserted into the insertion hole 9c of the crown tile 9, the screw portion 8a at the tip of the short wooden screw 8 is screwed into the roof tile fastening material 7, and the head 8b with the waterproof packing 19 of the short wooden screw 8 is attached to the upper surface of the crown tile 9. The roof tile 9 is tightly connected to the Reito tile 5 by being locked to. Further, as shown in FIG. 18, the crown tiles 9 are connected to each other by fitting the other ends of the other crown tiles 9 adjacent to each other in the connecting portion 9b of the crown tile 9. A hole is opened in the short wood screw 8 by the short wood screw 8, but the elastic restoring force of the waterproof sheet 18 causes the hole portion to be in close contact with the outer periphery of the shaft portion of the short wood screw 8, so that the waterproof function is not hindered. The waterproof sheets 17 and 18 may be omitted for construction. Further, the door tile 10 is not limited to the clay tile, but may be a metal plate tile or the like.

【0018】以上の建物屋根の棟構造に使用される熨斗
瓦5の水平方向での接続は、端部同士を突き合わせてな
されているが、図19に示すように、耐震・耐風用の接
続構造を採用することにより棟構造全体の耐震性・耐風
性を更に向上させることができる。すなわち、大熨斗瓦
11Aの一端部に嵌合溝11f,11gを設けると共に
大熨斗瓦11Aの他端部に嵌合突起11h,11iを設
け、接続される一方の大熨斗瓦11Aの嵌合溝11f,
11gに他方の大熨斗瓦11Aの嵌合突起11h,11
iを嵌め込むことにより、大熨斗瓦11の横ずれを防止
できるようになっている。その他の構成は前述した大熨
斗瓦11と同じであるので、同一部分に同符号を付し
て、その説明を省略する。なお、小熨斗瓦についても大
熨斗瓦11Aと同じ構成を採用することにより、小熨斗
瓦の横ずれを防止することができる。
The horizontal connection of the roof tiles 5 used for the ridge structure of the above-mentioned building roof is made by abutting the ends, but as shown in FIG. 19, it is a connection structure for earthquake and wind resistance. By adopting, it is possible to further improve the earthquake resistance and wind resistance of the entire ridge structure. That is, the fitting grooves 11f and 11g are provided at one end of the large-scale roof tile 11A, and the fitting protrusions 11h and 11i are provided at the other end of the large-scale roof tile 11A, and the fitting groove of the one large-scale roof tile 11A to be connected is provided. 11f,
11g, the fitting protrusions 11h and 11 of the other large flue tile 11A
By inserting i, it is possible to prevent the lateral displacement of the large flume tile 11. Since other configurations are the same as those of the large-scale roof tile 11 described above, the same reference numerals are given to the same portions, and the description thereof will be omitted. By adopting the same structure as the large-scale roof tile 11A for the small-scale roof tile, lateral displacement of the small-scale roof tile can be prevented.

【0019】[0019]

【発明の効果】以上説明したように、請求項1の建物屋
根の棟構造によれば、熨斗瓦を積層した後に、熨斗瓦の
瓦本体の中央に設けた隆起部に穿設した挿通孔に長寸緊
結補強具を挿通して、その先端を棟補強用芯材に固定す
ることにより熨斗瓦を棟部に緊結することができるの
で、従来のようにねじ棒に邪魔されることなく熨斗瓦の
積層作業ができ、施工性が向上する。また、長寸緊結補
強具を熨斗瓦の瓦本体の中央に設けた隆起部に穿設した
挿通孔に挿通して熨斗瓦を棟部の頂部に固定しているの
で、地震等による熨斗瓦相互間の離反が防止され、棟構
造が崩壊しにくく、耐震性・耐風性が向上する。また、
請求項2の建物屋根の棟構造によれば、短寸緊結補強具
を冠瓦留め材に固定して冠瓦を棟部に緊結したので、冠
瓦の乾式施工が可能となって施工性がさらに向上する。
As described above, according to the ridge structure of the building roof of claim 1, after stacking the roof tiles, the roof tiles are
A long and narrow hole is inserted into the through hole formed in the raised part provided at the center of the roof tile body.
Insert the knot reinforcement tool and fix the tip to the building reinforcement core material.
By doing so, the reed tile can be tightly connected to the ridge, so that the reed tile can be stacked without being disturbed by the screw rod as in the conventional case, and the workability is improved. In addition, a long tight binding
A strong tool was drilled in the ridge formed in the center of the roof tile body of Reito tile.
It is inserted through the insertion hole and the Reito tile is fixed to the top of the ridge
In this way, it is possible to prevent the separation of the Reito tiles due to an earthquake, etc.
The structure is unlikely to collapse and earthquake resistance and wind resistance are improved. Also,
According to the ridge structure of the building roof of claim 2, since the short-size tight-fitting reinforcing member is fixed to the roof tile fastening material and the roof tile is tightly bound to the ridge portion, dry work of the roof tile is possible and the workability is improved. Further improve.

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

【図1】本発明の実施の形態の建物屋根の棟構造に使用
される棟補強金具を示す斜視図である。
FIG. 1 is a perspective view showing a ridge reinforcing metal fitting used for a ridge structure of a building roof according to an embodiment of the present invention.

【図2】本発明の実施の形態の建物屋根の棟構造に使用
される熨斗瓦を示す斜視図である。
FIG. 2 is a perspective view showing a roof tile used for the ridge structure of the building roof according to the embodiment of the present invention.

【図3】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す断面図である。
FIG. 3 is a cross-sectional view showing a construction process of a ridge structure of a building roof according to the embodiment of the present invention.

【図4】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す斜視図である。
FIG. 4 is a perspective view showing a construction process of a ridge structure of a building roof according to the embodiment of the present invention.

【図5】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す断面図である。
FIG. 5 is a cross-sectional view showing a construction process of a ridge structure of a building roof according to the embodiment of the present invention.

【図6】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す斜視図である。
FIG. 6 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図7】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す断面図である。
FIG. 7 is a cross-sectional view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図8】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す斜視図である。
FIG. 8 is a perspective view showing a construction process of a ridge structure of a building roof according to the embodiment of the present invention.

【図9】本発明の実施の形態の建物屋根の棟構造の施工
工程を示す断面図である。
FIG. 9 is a cross-sectional view showing a construction process of a ridge structure of a building roof according to the embodiment of the present invention.

【図10】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す斜視図である。
FIG. 10 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図11】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す断面図である。
FIG. 11 is a cross-sectional view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図12】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す斜視図である。
FIG. 12 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図13】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す断面図である。
FIG. 13 is a cross-sectional view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図14】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す斜視図である。
FIG. 14 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図15】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す断面図である。
FIG. 15 is a cross-sectional view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図16】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す斜視図である。
FIG. 16 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図17】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す断面図である。
FIG. 17 is a cross-sectional view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図18】本発明の実施の形態の建物屋根の棟構造の施
工工程を示す斜視図である。
FIG. 18 is a perspective view showing a construction process of the ridge structure of the building roof according to the embodiment of the present invention.

【図19】本発明の実施の形態の建物屋根の棟構造に使
用される熨斗瓦の接続構造を示す斜視図である。
[Fig. 19] Fig. 19 is a perspective view showing a connection structure of a roof tile used in the ridge structure of the building roof according to the embodiment of the present invention.

【図20】従来の建物屋根の棟構造を示す断面図であ
る。
FIG. 20 is a sectional view showing a ridge structure of a conventional building roof.

【符号の説明】[Explanation of symbols]

1 屋根下地材 2 棟補強用芯材 3 屋根葺き材 4 馴染み土 5 熨斗瓦 6 長寸木ねじ 7 冠瓦留め材 8 短寸木ねじ 9 冠瓦 1 roof base material Core material for 2 building reinforcement 3 roofing materials 4 familiar soil 5 Reishi tile 6 long wood screws 7 Crown tile fastening material 8 short wood screws 9 crown tiles

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04D 1/30 601 E04D 1/34 E04D 13/16 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E04D 1/30 601 E04D 1/34 E04D 13/16

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 棟部の頂部の屋根下地材に固定されてい
る棟補強金具によって棟補強用芯材を支持し、この棟補
強用芯材の上方に挿通孔を有する受け材を載置すると共
に、更にこの受け材の上方に瓦本体の中央に設けた隆起
部に挿通孔を穿設した熨斗瓦を積層し、この積層した
上段の熨斗瓦の上方に挿通孔を有する冠瓦留め材を配設
し、これら受け材と積層した熨斗瓦と冠瓦留め材の各挿
通孔に長寸緊結補強具を挿通し、長寸緊結補強具の頭
部を前記冠瓦留め材に係止すると共に、その先端を前記
棟補強用芯材に固定することにより積層された熨斗瓦
を棟部に緊結したことを特徴とする建物屋根の棟構造。
[Claim 1] Fixed to the roof base material on the top of the ridge
The ridge reinforcing metal fittings that support the ridge reinforcing core material
It is common to place a receiving material with an insertion hole above the core material for strong use.
In addition, the ridge provided in the center of the roof tile body above this receiving material.
The roof tiles with through holes formed in the section are laminated, and the roof tile retaining material with the through holes is arranged above the laminated uppermost roof tiles, and the roof tiles and roof tiles laminated with these receiving materials are placed. inserting the Nagasun Tightened brace to each insertion hole of the timber, the locking head of said length dimension Tightened brace to said crown tile fastening member, the tip to the <br/> building reinforcing core by fixing, ridge structure of the building roof, characterized in that it has Tightened on the ridge of the stacked Noshi tile.
【請求項2】 挿通孔を有する冠瓦を前記請求項1の
上段の熨斗瓦の上方に配設し、冠瓦の挿通孔に短寸緊
結補強具を挿通し、短寸緊結補強具の頭部を前記冠瓦
に係止すると共に、前記短寸緊結補強具の先端を前記請
求項1の冠瓦留め材に固定することにより、前記冠瓦を
棟部に緊結したことを特徴とする請求項1に記載の建物
屋根の棟構造。
2. A disposed Kanmurikawara having an insertion hole above the Noshi tile of the uppermost claim 1, inserted through the part-length Tightened brace into the insertion hole of the Kanmurikawara, the part length Tightened reinforcement the ingredients of the head with locking in the Kanmurikawara, wherein the distal end of said part length Tightened brace
By fixing the Kanmurikawara fastening material Motomeko 1, building structure of the building roof according to claim 1, characterized in that it has Tightened the Kanmurikawara the ridge portion.
JP30545798A 1998-10-27 1998-10-27 Building roof ridge structure Expired - Lifetime JP3376517B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30545798A JP3376517B2 (en) 1998-10-27 1998-10-27 Building roof ridge structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30545798A JP3376517B2 (en) 1998-10-27 1998-10-27 Building roof ridge structure

Publications (2)

Publication Number Publication Date
JP2000129864A JP2000129864A (en) 2000-05-09
JP3376517B2 true JP3376517B2 (en) 2003-02-10

Family

ID=17945385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30545798A Expired - Lifetime JP3376517B2 (en) 1998-10-27 1998-10-27 Building roof ridge structure

Country Status (1)

Country Link
JP (1) JP3376517B2 (en)

Also Published As

Publication number Publication date
JP2000129864A (en) 2000-05-09

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