JP2000129864A - Ridge construction of building roof - Google Patents

Ridge construction of building roof

Info

Publication number
JP2000129864A
JP2000129864A JP10305457A JP30545798A JP2000129864A JP 2000129864 A JP2000129864 A JP 2000129864A JP 10305457 A JP10305457 A JP 10305457A JP 30545798 A JP30545798 A JP 30545798A JP 2000129864 A JP2000129864 A JP 2000129864A
Authority
JP
Japan
Prior art keywords
tile
ridge
tiles
crown
insertion hole
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.)
Granted
Application number
JP10305457A
Other languages
Japanese (ja)
Other versions
JP3376517B2 (en
Inventor
Yoshitaka Yoshinari
美隆 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.)
SEKISHU SERAMIKA KYOGYO KUMIAI
Original Assignee
SEKISHU SERAMIKA KYOGYO KUMIAI
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 SEKISHU SERAMIKA KYOGYO KUMIAI filed Critical SEKISHU SERAMIKA KYOGYO KUMIAI
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)

Abstract

PROBLEM TO BE SOLVED: To provide the ridge construction of a building roof capable of binding layered plain tiles even if a screw bar is not erected before the plain tiles are layered and promoting execution efficiency of ridge construction. SOLUTION: A ridge reinforcing core material 2 is provided to a ridge section, plain tiles 5 having insertion holes are layered upward of the ridge reinforcing core material, a corbel having an insertion hole is provided between the lowest plain tile and ridge reinforcing core and, at the same time, a crown tile tie 7 having an insertion hole is provided upward of the highest plain tile. A longer sized binding reinforced device is inserted into every insertion hole of the layered plain tiles, corbel and crown tile tie, the head of the longer sized binding reinforced device is interlocked with the corbel and, at the same time, the front end of the longer sized binding reinforced device is fixed to the ridge reinforcing core material to bind the layered plain tiles to the ridge section.

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 to which laminated shingle tiles are fixed.

【0002】[0002]

【従来の技術】従来の建物屋根の棟構造は、図27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。
2. Description of the Related Art As shown in FIG. 27, a conventional ridge structure of a building roof is constructed by laminating a ishi-toburo b with a stucco a interposed therebetween, and placing a crown tile c on a ishi-toburo b at the uppermost stage. Were arranged in a pair on the left and right sides of the top of the ridge, and were constructed by tying the tiles b together with a tie line d. Thus, the conventional building structure
Since the bonito tiles b were arranged on the left and right, there was a problem that the bonito tiles b were separated from each other due to an earthquake or the like, and the ridge structure was easily collapsed.

【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, there has been proposed a ridge structure of a building roof in which each of the tiles and crown tiles can be integrally tied and stacked together with a screw rod and a nut on the ridge of the building roof. I came to. In such a structure, a strong ridge can be built with screw rods and nuts, and scatter of shingles and crown tiles can be prevented, but from the support base attached to the building roof ridge A screw rod must be erected in advance, and the ishi-to tiles must be stacked while inserting the shin-to tiles into the screw rods, so that there has been a problem that work efficiency is reduced. The present invention solves the above-mentioned problems, and enables the bonding of the stacked shingle tiles without erecting a screw rod before the shingle tiles are stacked, thereby improving the construction efficiency of the building structure. It is intended to provide a ridge structure of a building roof that can be made.

【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、棟部に棟補強用芯
材を配設し、この棟補強用芯材の上方に挿通孔を有する
熨斗瓦を積層し、最下段の熨斗瓦と棟補強用芯材との間
に挿通孔を有する受け材を介在する共に、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、積層さ
れた熨斗瓦と受け材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受け材に係止
すると共に、長寸緊結補強具の先端を棟補強用芯材に固
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。
According to a first aspect of the present invention, there is provided a ridge structure of a building roof, wherein a ridge reinforcing core is disposed in a ridge portion, and a ridge reinforcing core is provided above the ridge reinforcing core. Laminate bonito tiles with insertion holes, interpose a receiving material with an insertion hole between the lowermost ishito tile and the core material for building reinforcement, and a crown tile with an insertion hole above the uppermost shitou tile A fastening material is arranged, and a long tying reinforcement is inserted into each insertion hole of the laminated shingle tile, receiving material and crown tile fastening material, and the head of the long tying reinforcement is locked to the receiving material. The feature is that the laminated woven tiles are tied to the ridge part by fixing the tip of the long tying reinforcement to the ridge reinforcing core material.

【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冠瓦に
係止すると共に、短寸緊結補強具の先端を冠瓦留め材に
固定することにより冠瓦を棟部に緊結したことを特徴と
する。
[0005] The ridge structure of the roof of the building according to claim 2 is as follows.
In the ridge structure of the building roof described in the above, a crown tile having an insertion hole is disposed above the uppermost shitou tile, and a short tie stiffener is inserted into the insertion hole of the crown tile, and a short stiffener is provided. The crown tile is tied to the ridge by fixing the head to the crown tile and fixing the tip of the short stiffening device to the crown tile fastening material.

【0006】請求項3の建物屋根の棟構造は、棟部に屋
根裏換気用開口部を設け、この開口部の上方にスペーサ
ーを介して熨斗瓦の受け材を配設し、この受け材の両側
に換気口付き面戸板部を配設したことを特徴とする。
According to a third aspect of the present invention, a ridge structure is provided with an attic ventilation opening in the ridge portion, and a receiving material of a shingle tile is disposed above the opening with a spacer interposed therebetween. It is characterized by the fact that the face door part with the ventilation opening is arranged.

【0007】[0007]

【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
は長寸及び短寸の瓦緊結補強具の一例であり、長寸及び
短寸の釘を瓦緊結補強具として使用しても良い。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a ridge structure of a building roof according to the present invention. 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 field board or the like located in the ridge portion, and a roofing material 3 such as a cross tile is laid. Placing familiar soil 4 such as plaster on the ridge of the roof as needed, and sequentially laminating woven tiles 5 through the familiar soil 4, use the stainless steel long wood screws 6 in this state to reinforce the ridge. Threaded tiles 5 screwed into the core material 2 are tightened, and a stainless steel short wood screw 8 is attached to the crown tile fixing member 7 arranged on the uppermost ceremonial tile 5.
, And the crown tile 9 is tied on the uppermost ceremonial tile 5 to integrate the ceremonial tile 5 and the crown tile 9. The familiar soil 4 is used when correcting unevenness of the roof tile. In addition, long and short wood screws 6,8
Is an example of a long and short tile binding tie, and long and short nails may be used as the tile tie.

【0008】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。
The tatami tiles 5 are arranged on the ridge of the building roof and positioned at the lowermost level, and the tatami tiles 11 placed on the tiles 10 and positioned at the lower middle level.
And a small stone towel 12 placed on the large stone towel 11 and positioned in the upper middle section. Facing tile 1
0 is a hanging wall 10 at the end of the slightly curved roof tile body 10a.
b.

【0009】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 11 has a raised portion 11b at the center of the tile main body 11a, and a hanging wall 11c is suspended from both sides of the tile main body 11a. It is constituted by drilling insertion holes 11d at both ends. As shown in FIG. 15 and FIG.
2, a raised portion 12b is provided at the center of the tile main body 12a, and a hanging wall 12c is suspended from both sides of the tile main body 12a.
2b has a through hole 12d formed in the center thereof. The small stone tile 12 is a large stone tile except that the width of the tile body 12a is smaller than that of the large stone tile 11a. 11 and the same shape.

【0010】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 roof tile 9 has a semi-cylindrical shape, and is provided with a connection portion 9b at one end of the roof tile body 9a and an insertion hole 9c at the center of the top.

【0011】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 bracket 13. The ridge reinforcing bracket 13 is formed by bending a metal plate, and a core tree holding portion 13b formed of a pair of core tree holding pieces 13a bent in the left and right opposite directions is formed above the support plate portion 13c. A pair of leg pieces 13d bent in the left and right directions are provided at the lower part of the support plate portion 13c, and a fixing hole 13e for inserting the stainless screw 14 into the core tree holding piece 13a and the leg piece 13d is formed. ing.

【0012】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 reinforcing bracket 13 is fixed to the roof base material 1 at the top of the ridge with stainless steel screws 14. The mounting pitch of the ridge reinforcing bracket 13 is 1000 mm
Basically, the pitch will be narrower for strong wind / snow areas and buildings with a height of more than 7 to 8 m.

【0013】(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が載置して
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. 5 and 6,
The ridge reinforcing core material 2 is fitted into the core tree holding portion 13b of the ridge reinforcing metal fitting 13 and is fixed with a stainless steel screw 14. And
As shown in FIG. 5, the floor tile 10 is placed, and at the same time, the receiving material 15 and the large shingle tile 11 are placed on the ridge reinforcing core 2 to perform level adjustment. That is, since the effective height of the ridge reinforcing bracket 13 is determined, the ridge reinforcing core 2 and the receiving member 15 are not provided.
Is adjusted to determine the level of the large stone tile 11. In addition, as the ridge reinforcing core material 2, a square material long in the spar direction in the ridge portion is used.

【0014】(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 FIGS. 7 and 8,
Facing tiles 10 are provided on both sides of the ridge. The facing tiles 10 are tied together by a binding material 16 such as a copper wire, and the familiar soil 4 is laid under the facing tile 10 to stabilize the facing tile 10. (4) Next, as shown in FIGS. 9 and 10, the receiving member 15 is fixed on the ridge reinforcing core member 2 with the stainless steel screw 14. The receiving material 15 is used for stabilizing the woven tile 5, and the size of the receiving material 15 is determined by the level of the ridge reinforcing core 2. The receiving material 15 is a rectangular lumber elongated in the direction of the girder of the ridge, and an insertion hole 15a is formed in a portion corresponding to the arrangement position of each of the insertion holes 11d and 12d of the large shingle 11 and the small shingle 12. Has been established.

【0015】(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, a waterproof sheet 17 having an adhesive layer
And the receiving material 15 is attached to the facing tile 10 and the waterproofing sheet 17 is attached.
Cover with. In addition, the position of the facing tile 10 is adjusted with the familiar soil 4. (6) Next, as shown in FIGS. 13 and 14,
On the tarpaulin 17 through the familiar soil 4, the large stone tile 11
Put.

【0016】(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 FIG. 15 and FIG. That is, as shown in the figure, the large woven tile 11 is overlaid on the large woven tile 11, and the small woven tile 12 is placed on the topmost large woven tile 11. The raised part 11b of the large stone tile 11 located in the upper part on the raised part 11b of the large stone tile 11 located in the lower part.
The recess 11e on the back side of 1d is fitted, and the tiers of the small shingle tiles 12 are the same as the large woven tiles 11; The concave portion 12e on the back surface side of 12b is fitted, and
The same applies to the stacking of the large wrapped stone tile 11 and the small wrapped stone tile 12,
The concave portion 12e on the back side of the raised portion 12b of the small towel 12 is fitted into the raised portion 11b of the large towel 11 located at the lower stage.
Due to the fitting of the large wrapped stone tile 11 and the small wrapped stone tile 12,
The misalignment of the tile 5 in the horizontal direction is prevented.

【0017】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 fixing member 7 is disposed on the raised portion 12b of the small shingle tile 12 at the top. The crown tile fixing material 7 is a long timber in the direction of the girder, and is composed of a large stone tile 11 and a small stone tile 12.
An insertion hole 7a is formed at a position corresponding to the position where each of the insertion holes 11d and 12d is disposed. Each of the through holes 11 for the large towel tile 11, the small towel tile 12, the receiving material 15, and the crown roofing material 7
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 screw 6 is inserted into each of the through-holes 11 d of the crown tile fixing member 7, the small stone tile 12, the large stone tile 11, the face tile 10, and the receiving member 15. , 12d, 1
Threaded portion 6a at the tip of long wood screw 6 inserted through 5a, 7a
Is screwed into the core material 2, and the heads 6 b of the long wood screws 6 are locked on the upper surface of the crown tile fixing material 7, so that the laminated tiles 5 are integrally tightened to the ridge. In this way, each of the Noto tiles 5
Are fixed together with a long wood screw 6 to prevent separation between the adjacent bonito tiles 5 and to be laid underneath in a laminated state and other bonito tiles 5 to be superimposed. It can prevent peeling between each other,
Since the bonito tiles 5 are one-piece, they do not need to be tied with a tying material as in the past, and have an excellent earthquake and wind resistant structure. A hole is opened in the waterproof sheet 17 when the long wood screw 6 is inserted. However, the hole rests on the outer periphery of the shaft of the long wood screw 6 due to the elastic restoring force of the waterproof sheet 17, which hinders the waterproof function. Does not occur.

【0018】(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 the waterproof sheet 18. (10) Next, as shown in FIGS. 17 and 18, the crown tile 9 is superimposed on the small stone tile 12 located at the top, and the short wood screw 8
Is inserted into the insertion hole 9c of the crown tile 9 and the screw portion 8a at the tip of the short wood screw 8 is screwed into the crown roof fastening member 7, and the head 8b of the short wood screw 8 with the waterproof packing 19 is attached to the top surface of the crown roof 9 Tie the roof tile 9 to the ceremonial tile 5. Also, as shown in FIG. 18, the crown tiles 9 are connected to each other by fitting the other end of another crown tile 9 adjacent to the inside of the connecting portion 9b of the crown tile 9. A hole is made in the short wood screw 8 with the short wood screw 8, but the hole rests on the outer periphery of the shaft of the short wood screw 8 due to the elastic restoring force of the waterproof sheet 18, so that the waterproof function is not hindered. The waterproof sheets 17 and 18 may be omitted for construction. In addition, the face tile 10 is not limited to a clay tile and may be a metal plate tile or the like.

【0019】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 shingle tiles 5 used in the above ridge structure of the building roof is made by abutting the ends. As shown in FIG. 19, a connection structure for earthquake resistance and wind resistance is used. By adopting, the earthquake resistance and wind resistance of the entire building structure can be further improved. That is, fitting grooves 11f and 11g are provided at one end of the large woven tile 11A, and fitting projections 11h and 11i are provided at the other end of the large woven tile 11A. 11f,
11g is fitted with the mating projections 11h and 11 of the other large stone tile 11A.
By fitting i, it is possible to prevent the lateral shift of the large shingle tile 11. The other configuration is the same as that of the above-described large woven tile 11, and therefore, the same portions are denoted by the same reference numerals and description thereof will be omitted. It should be noted that by adopting the same configuration as that of the large bonito tile 11A, it is possible to prevent the small bonito tile from laterally shifting.

【0020】次に、他の実施形態の建物屋根の棟構造を
図20乃至図24に基づいて説明する。本構造に使用さ
れる棟補強金具20は、図20に示すように、断面U字
状の芯木保持部20aの水平板部20bの中央部から先
端が尖った支持棒20cを垂設し、芯木保持片20aの
垂直片部20dに固定孔20eを穿設して構成されてい
る。図21乃至図24は本構造の施工工程を示してお
り、まず、図21及び図22に示すように、棟部の頂部
に胴縁21を固定した後、この胴縁21に棟補強金具2
0の支持棒20cを金槌22を用いて打ち込んで棟補強
金具13を棟部に立設する。次に、図23及び図24に
示すように、芯木保持部20aに棟補強用芯材2を嵌め
込んでステンレスねじ14にて棟補強用芯材2を固定し
た後、前述したように棟補強用芯材2の上に受け材15
及び大熨斗瓦11が載置してレベル調整を行う。かかる
レベル調整は棟補強金具20の支持棒20cを金槌22
で打ち込んで行うので、最初に棟補強金具13を棟部に
立設するときには棟補強金具13の高さを設計レベルよ
りも高くしておく。その後は、前述した実施の形態と同
じ要領で棟構造を構築する。なお、その他の構成は、前
述した実施の形態を同じであるので、同一部分に同符号
を付して、その説明を省略する。
Next, a ridge structure of a building roof according to another embodiment will be described with reference to FIGS. As shown in FIG. 20, the ridge reinforcing metal fitting 20 used in the present structure has a support rod 20c having a sharpened tip extending vertically from the central portion of the horizontal plate portion 20b of the U-shaped cored tree holding portion 20a. A fixing hole 20e is formed in the vertical piece 20d of the cored wood holding piece 20a. FIGS. 21 to 24 show the construction process of this structure. First, as shown in FIGS. 21 and 22, a rim 21 is fixed to the top of the ridge, and the ridge reinforcing metal fitting 2 is attached to the rim 21.
The ridge reinforcing metal fitting 13 is erected in the ridge portion by driving the support rod 20c of No. 0 with a hammer 22. Next, as shown in FIGS. 23 and 24, the ridge reinforcing core 2 is fitted into the core tree holding portion 20a, and the ridge reinforcing core 2 is fixed with the stainless steel screws 14, and then the ridge is fixed as described above. Receiving material 15 on reinforcing core material 2
Then, the large stone tile 11 is placed and the level is adjusted. Such level adjustment is performed by using a hammer 22 with the support rod 20c of the ridge reinforcing bracket 20.
When the ridge reinforcing metal 13 is first erected in the ridge portion, the height of the ridge reinforcing metal 13 is set higher than the design level. After that, the ridge structure is constructed in the same manner as in the above-described embodiment. Since other configurations are the same as those of the above-described embodiment, the same portions are denoted by the same reference numerals and description thereof will be omitted.

【0021】次に、小屋裏を換気する換気手段を備えた
建物屋根の棟構造について説明する。図25に示すよう
に、棟部の頂部の屋根下地材1間に棟木23と平行に換
気用開口部24を設け、この開口部24の両側の屋根下
地材1の縁部から一対のスペーサー25を立設し、この
スペーサー25の上端間に受け材15を固定し、、棟部
に内側がらり26及び外側がらり27を配設して構成さ
れている。
Next, the ridge structure of a building roof provided with ventilation means for ventilating the back of the hut will be described. As shown in FIG. 25, ventilation openings 24 are provided between the roof base materials 1 at the top of the ridge in parallel with the ridges 23, and a pair of spacers 25 are formed from the edges of the roof base material 1 on both sides of the openings 24. , The receiving member 15 is fixed between the upper ends of the spacers 25, and the inner spar 26 and the outer spar 27 are arranged in the ridge portion.

【0022】図25及び図26に示すように、スペーサ
ー25は左右一対の換気用立ち上げ板25aの上部に換
気口25bを設けて形成されている。図25に示すよう
に、内側がらり26は金属板製であって、中央板部26
aの両側から換気口26bを有する面戸板部26cを垂
設して構成され、外側がらり27は金属板製であって、
中央板部27aの両側に延長板27dを設け、この延長
板27dの先端から換気口27bを有する面戸板部27
cを垂設して構成されている。そして、同図に示すよう
に、内側及び外側のがわり26,27は、中央板部26
a,27aを重ねた状態で受け材15と大熨斗瓦11の
間に介在させることにより、面戸板部26c,27cの
換気口26b,27bを換気用立ち上げ板25aの外側
に配設する。なお、その他の構成は、前述した実施の形
態と同じであるので、同一部分に同符号を付して、その
説明を省略する。このようにして構成される換気手段に
よれば、空気は、図25の矢印で示すように流れて小屋
裏の換気が可能となる。また、この換気手段を形成する
ためには、図26に示すように、棟補強用芯材2の一部
を切断してこの切断部分に空気流通路を形成するが、受
け材15及び冠瓦留め材7を切断する必要はないので、
この換気手段の施工によって棟構造の施工能率を低下さ
せることがない。
As shown in FIGS. 25 and 26, the spacer 25 is formed by providing a ventilation port 25b above the pair of left and right ventilation riser plates 25a. As shown in FIG. 25, the inner flap 26 is made of a metal plate and has a central plate portion 26.
a side door plate portion 26c having a ventilation port 26b is provided vertically from both sides of a, and the outside bar 27 is made of a metal plate,
An extension plate 27d is provided on both sides of the central plate portion 27a, and a face door plate portion 27 having a ventilation port 27b from the tip of the extension plate 27d.
c is provided vertically. Then, as shown in FIG.
The ventilation holes 26b, 27b of the face door plate portions 26c, 27c are arranged outside the ventilation rising plate 25a by interposing the receiving material 15 and the large shingle tile 11 in a state in which the a and 27a are overlapped. Since other configurations are the same as those of the above-described embodiment, the same portions are denoted by the same reference numerals and description thereof will be omitted. According to the ventilation means configured as described above, the air flows as shown by the arrow in FIG. In order to form this ventilation means, as shown in FIG. 26, a part of the ridge reinforcing core material 2 is cut to form an air flow passage in this cut portion. Since it is not necessary to cut the fastening material 7,
The construction efficiency of the building structure is not reduced by the construction of the ventilation means.

【0023】[0023]

【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、長寸緊結
補強具を熨斗瓦の挿入孔に挿通して熨斗瓦を緊結するこ
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、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棟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。また、請求項3の建物屋根の棟構造によれば、棟
構造の施工性を低下させることなく、換気手段の施工が
可能となる。
As described above, according to the ridge structure of the building roof of the first aspect, after laminating the shitou tiles, the long tying reinforcement is inserted into the insertion hole of the shitou tiles to bind the shitou tiles. As a result, the work of laminating the woven tiles can be performed without being disturbed by the screw rod as in the related art, and the workability is improved. In addition, according to the ridge structure of the building roof of claim 2, since the short-length tie-down reinforcement is fixed to the crown tile fastening material and the ridge crown tile is tied to the ridge portion, dry construction of the crown tile becomes possible. Workability is further improved. Further, according to the ridge structure of the building roof of the third aspect, the construction of the ventilation means can be performed without deteriorating the workability of the ridge structure.

【図面の簡単な説明】[Brief description of the 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 bracket 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 nonwoven tile used in 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 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 the ridge structure of the 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 a ridge structure of a 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 sectional view showing a construction process of a ridge structure of a 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 the ridge structure of the 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 a ridge structure of a 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 a ridge structure of a 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 illustrating a construction process of a ridge structure of a building roof according to an 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 a ridge structure of a 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 a ridge structure of a 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 is a perspective view showing a connection structure of a tatami tile used for a ridge structure of a building roof according to an embodiment of the present invention.

【図20】本発明の他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. 20 is a perspective view showing a ridge reinforcing bracket used in a ridge structure of a building roof according to another embodiment of the present invention.

【図21】本発明の他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断面図である。
FIG. 21 is a cross-sectional view showing a bonito tile used in a ridge structure of a building roof according to another embodiment of the present invention.

【図22】本発明の他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. 22 is a perspective view showing a construction process of a ridge structure of a building roof according to another embodiment of the present invention.

【図23】本発明の他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. 23 is a sectional view showing a construction process of a ridge structure of a building roof according to another embodiment of the present invention.

【図24】本発明の他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. 24 is a perspective view showing a construction process of a ridge structure of a building roof according to another embodiment of the present invention.

【図25】本発明の更に他の実施の形態の建物屋根の棟
構造を示す断面図である。
FIG. 25 is a sectional view showing a ridge structure of a building roof according to still another embodiment of the present invention.

【図26】同棟構造の部分分解断面図である。FIG. 26 is a partially exploded sectional view of the same building structure.

【図27】従来の建物屋根の棟構造を示す断面図であ
る。
FIG. 27 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 DESCRIPTION OF SYMBOLS 1 Roof base material 2 Building reinforcement core material 3 Roofing material 4 Familiar soil 5 Nishito tile 6 Long wood screw 7 Crown tile fixing material 8 Short wood screw 9 Crown tile

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 棟部に棟補強用芯材を配設し、この棟補
強用芯材の上方に挿通孔を有する熨斗瓦を積層し、最下
段の熨斗瓦と棟補強用芯材との間に挿通孔を有する受け
材を介在する共に、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、積層された熨斗瓦と受け材と
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受け材に係止すると共に、長寸緊結
補強具の先端を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。
Claims: 1. A ridge reinforcing core is provided in a ridge portion, and a bonito tile having an insertion hole is laminated above the ridge reinforcing core. A receiving material with an insertion hole is interposed between them, and a crown tile material with an insertion hole is arranged above the uppermost shitou tile, and each of the laminated shitou tile, receiving material and crown tile material is inserted. The long ties are inserted into the hole, the head of the long ties is fixed to the receiving material, and the tip of the long ties is fixed to the ridge reinforcing core. The roof structure of the building is characterized by tiles tied to the ridge.
【請求項2】 挿通孔を有する冠瓦を最上段の熨斗瓦の
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冠瓦に係止すると共に、短
寸緊結補強具の先端を冠瓦留め材に固定することにより
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 roof tile having an insertion hole is disposed above the uppermost shitou tile, a short fastening device is inserted into the insertion hole of the roof tile, and a head of the short fastening device is attached to the roof tile. 2. The ridge structure of a building roof according to claim 1, wherein the crown tile is tied to the ridge portion by fixing the front end of the short-length binding reinforcing member to the crown tile fastening material while locking the roof tile.
【請求項3】 棟部に屋根裏換気用開口部を設け、この
開口部の上方にスペーサーを介して熨斗瓦の受け材を配
設し、この受け材の両側に換気口付き面戸板部を配設し
たことを特徴とする建物屋根の棟構造。
3. An attic ventilation opening is provided in the ridge, and a shingle receiving material is disposed above the opening through a spacer, and face door plates with ventilation openings are disposed on both sides of the receiving material. The ridge structure of the building roof is characterized by the fact that it has been installed.
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 true JP2000129864A (en) 2000-05-09
JP3376517B2 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
JP3376517B2 (en) 2003-02-10

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