JPH0363618B2 - - Google Patents

Info

Publication number
JPH0363618B2
JPH0363618B2 JP14376583A JP14376583A JPH0363618B2 JP H0363618 B2 JPH0363618 B2 JP H0363618B2 JP 14376583 A JP14376583 A JP 14376583A JP 14376583 A JP14376583 A JP 14376583A JP H0363618 B2 JPH0363618 B2 JP H0363618B2
Authority
JP
Japan
Prior art keywords
locking
plate
main
longitudinal direction
main plate
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
Application number
JP14376583A
Other languages
Japanese (ja)
Other versions
JPS6037356A (en
Inventor
Hiroshi Handa
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.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co Ltd
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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP14376583A priority Critical patent/JPS6037356A/en
Publication of JPS6037356A publication Critical patent/JPS6037356A/en
Publication of JPH0363618B2 publication Critical patent/JPH0363618B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Finishing Walls (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、接続箇所を簡易な構成にできると共
に、極めて水密的に施工でき、横葺用建築用板の
長手方向の熱伸縮に良好に対応できる横葺外囲体
における接続構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention allows for a simple configuration of the connection points, extremely watertight construction, and good resistance to thermal expansion and contraction in the longitudinal direction of building boards for horizontal roofing. This invention relates to a connection structure in a horizontal roof enclosure that can be used.

〔従来の技術及び課題〕[Conventional technology and issues]

既に出願人は、屋根又は壁等の横葺外囲体にお
いて、長手方向を適宜の長さとした横葺用建築用
板を運搬性,取り扱い性等の優れた面より開発,
実施しているが、その接続箇所の水密性,取付施
工性をさらに良好にし、構成が簡単で且つ長手方
向に伸縮自在のものが要望されている。
The applicant has already developed a construction board for horizontal roofing with an appropriate length in the longitudinal direction for horizontal roofing enclosures such as roofs or walls, due to its excellent transportability and handling.
However, there is a need for a device that has better watertightness and installation workability at the connection point, is simple in structure, and can be expanded and contracted in the longitudinal direction.

〔課題を解決するための手段〕[Means to solve the problem]

そこで発明者は、前記課題を解決すべく、鋭
意,研究を重ねた結果、その発明を、主板の一側
縁に内側係合部を、他側縁に外側係合部を各々形
成した長手方向に適宜の長さの横葺用建築用板を
該長手方向に適宜の間隔をおいて下地材上に配設
し、その間隔箇所の隣接する横葺用建築用板の主
板端部を受金具で各々支持してその端部間の間隔
箇所を伸縮吸収材で塞ぎ、その主板端部より係止
片を上側に各々折返し、継手主板の幅方向の両側
より、該側部の長手方向の少なくとも一部に係止
縁を下側に折返した継手板の両側の係止縁を前記
間隔箇所の左右側の係止片に挿入係止してその継
手板にて間隔箇所付近を覆うようにし、継手主板
の幅方向の側部と係止縁と主板端と係止片とで中
空部を形成し、さらに継手板の前端の屈曲部を外
側係合部に係合し、その後端を内側係合部内に挿
入した横葺外囲体における接続構造したことによ
り、接続箇所を簡易な構成にできると共に、水密
的に施工でき、横葺用建築用板の長手方向の熱伸
縮に良好に対応でき、前記課題を解決し、その目
的を達成したものである。
Therefore, in order to solve the above problem, the inventor has made extensive research and has developed the invention, in which an inner engaging part is formed on one side edge of the main plate and an outer engaging part is formed on the other side edge. Horizontal roofing building boards of appropriate length are placed on the base material at appropriate intervals in the longitudinal direction, and the main plate ends of the horizontal roofing building boards adjacent at the spacing points are attached to the support brackets. The space between the ends is covered with an elastic absorbing material, and the locking pieces are folded upward from the ends of the main plate, and from both sides of the main plate in the width direction, at least the longitudinal direction of the sides are The locking edges on both sides of the joint plate with the locking edges partially folded downward are inserted and locked into the locking pieces on the left and right sides of the spaced part, so that the joint plate covers the vicinity of the spaced part, A hollow part is formed by the side part in the width direction of the main joint plate, the locking edge, the end of the main plate, and the locking piece, and the bent part of the front end of the joint plate is engaged with the outer engaging part, and the rear end is engaged with the inner engaging part. By using a connection structure in the horizontal roofing outer envelope inserted into the joint, the connection point can be constructed in a simple manner, can be constructed watertight, and can respond well to thermal expansion and contraction in the longitudinal direction of horizontal roofing construction boards. , the above-mentioned problem has been solved and the purpose has been achieved.

〔実施例〕〔Example〕

以下、図面の実施例に基づき本発明を説明す
る。
Hereinafter, the present invention will be explained based on embodiments shown in the drawings.

Aは横葺用建築用板であつて、その長手方向の
長さは、運搬可能で且つ取り扱いやすい長さとし
て、例えば約5m乃至10数mに形成され、該横葺
用建築用板Aを長手方向に直交する断面としてみ
ると、その主板1の一側(水上側)縁より内側上
方に向かう内側係合部2が形成され、その主板1
の他側(水下側)縁より内側下方に向かう外側係
合部3が一体形成されている。該外側係合部3
は、下段の横葺用建築用板Aの前記内側係合部2
に適宜係合するように構成されている。前記主板
1はその一側より平坦部,緩傾斜部と平坦部とに
屈曲形成され、その主板1内側係合部2外側係合
部3とからなる横葺用建築用板Aは一枚の金属板
が適宜屈曲されて一体形成され、その横葺用建築
用板Aの主板1の下面から内側係合部2の裏面ま
で発泡合成樹脂等の断熱材が必要に応じて貼着さ
れている。その横葺用建築用板A,Aがその長手
方向に適宜の間隔(約5数cm乃至約20数cm)をお
いて下地材B上に載置される。このとき、下地材
Bに金属タルキ等の金属製支持材4又は木製支持
材5等が存在する場合には、これらの長手方向に
対して横葺用建築用板Aの長手方向が直交(略直
交も含む)するようにして載置される。さらにそ
の間隔箇所の隣接する横葺用建築用板A,Aの対
向する同一平面上の主板1,1端部各々が受金具
6,6にて支持されている。即ち、断面がその主
板1と略同形状の受金具6の前側が、下段の横葺
用建築用板Aの内側係合部2に載置され、後側が
下地材B上に載せられ、このようにした受金具
6,6各々の上面にて対向する主板1,1端部が
支持されている。実際の施工に当たつては、間隔
箇所となる位置に予め受金具6,6を載置し、そ
して横葺用建築用板A,Aの対向する主板1,1
端を載置する。この主板1,1端部上面には、該
端部に沿つてその係止片1a,1aが上側に折返
して屈曲形成され、対向する係止片1a,1aは
互いに外向きになるように設けられている。
A is a building board for horizontal roofing, and its length in the longitudinal direction is, for example, about 5 m to 10-odd meters, which is a length that is transportable and easy to handle. When viewed as a cross section perpendicular to the longitudinal direction, an inner engaging portion 2 is formed that extends inward and upward from one side (water side) edge of the main plate 1.
An outer engaging portion 3 extending inwardly and downwardly from the other side (underwater side) edge is integrally formed. The outer engaging portion 3
is the inner engaging portion 2 of the lower horizontal roofing architectural board A.
It is configured to engage as appropriate. The main plate 1 is bent from one side into a flat part, a gently sloped part, and a flat part, and the horizontal building board A, which is made up of the main plate 1, the inner engaging part 2, and the outer engaging part 3, is one piece. A metal plate is appropriately bent and integrally formed, and a heat insulating material such as foamed synthetic resin is pasted as necessary from the lower surface of the main plate 1 of the horizontal roofing architectural board A to the back surface of the inner engaging portion 2. . The building boards A, A for horizontal roofing are placed on the base material B at an appropriate interval (about 5 cm to about 20 cm) in the longitudinal direction. At this time, if there is a metal support material 4 such as metal taruki or a wooden support material 5 on the base material B, the longitudinal direction of the horizontal roofing building board A is perpendicular (approximately (including orthogonal). Furthermore, the opposing ends of the main plates 1, 1 on the same plane of the horizontal building boards A, A which are adjacent to each other at the interval are supported by brackets 6, 6, respectively. That is, the front side of the receiving metal fitting 6 whose cross section is approximately the same as that of the main plate 1 is placed on the inner engaging part 2 of the lower horizontal building board A, and the rear side is placed on the base material B. The opposing main plates 1, 1 end portions are supported on the upper surfaces of the receiving metal fittings 6, 6, respectively. In actual construction, the receiving metal fittings 6, 6 are placed in advance at the positions that will be the spacing points, and the main plates 1, 1 of the horizontal roofing architectural boards A, A are placed opposite each other.
Place the end. On the upper surface of the end of the main plates 1, 1, the locking pieces 1a, 1a are bent upward and bent along the ends, and the opposing locking pieces 1a, 1a are provided so as to face outward from each other. It is being

7は伸縮吸収材であつて、幅方向の中間部が伸
縮自在の波形状をなし、ゴム系又は合成樹脂製の
防水テープにて構成され、その伸縮吸収材7は、
前記間隔箇所の隣接する横葺用建築用板A,Aの
対向する主板1,1端の下面に、前記間隔箇所を
塞ぐようにして接着剤付きのシーリング材8,8
を介して貼着され、しかも伸縮吸収材7の幅方向
の両端部は受金具6,6上面に貼着されることな
く載置されている。第3図に示すように常温にお
いてその伸縮吸収材7が撓んだ状態で取付施工さ
れ、その横葺用建築用板Aが外気温に対応して長
手方向に伸縮するのをその伸縮吸収材7で吸収す
る。
Reference numeral 7 denotes an elastic absorbent material, which has an elastic wave shape at the middle part in the width direction and is made of waterproof tape made of rubber or synthetic resin.
Adhesive-coated sealing materials 8, 8 are applied to the lower surfaces of the opposing main plates 1, 1 ends of the horizontal construction boards A, A that are adjacent to the spaced areas, so as to close the spaced areas.
Moreover, both ends of the elastic absorbent material 7 in the width direction are placed on the upper surfaces of the receiving metal fittings 6, 6 without being pasted. As shown in Fig. 3, the elastic absorbent material 7 is installed in a bent state at room temperature, and the elastic absorber material 7 expands and contracts in the longitudinal direction in response to the outside temperature. Absorb with 7.

Cは継手板であつて、継手主板9の幅方向の両
側より、該側部の長手方向の少なくとも一部に係
止縁9a,9aが下側に折返し形成され、その継
手主板9の前端には、前記外側係合部3に係合す
る屈曲部10が設けられ、その継手主板9の後端
に、立上り片11が設けられている。その継手主
板9の前後方向の長さ、その側部からみた形状は
前記の横葺用建築用板Aの主板1と略同等をな
し、実際には、継手板Cはその横葺用建築用板A
の主板1の屈曲状態のものより僅かに反るような
形状をなし、横葺用建築用板A上に載置するとき
に、弾性限度内におけるスプリングバツク現象に
て、より密着するように形成することが多い。
又、その継手板Cの具体的実施例では、第5図に
示すように継手主板8の幅方向の両側より、該側
部の長手方向の全体に比較的に幅広の係止縁9
a,9aが下側に折返し形成されていたり、或い
は第6図に示すように継手主板9の幅方向の両側
より、該側部の長手方向の前後に比較的に幅広の
係止縁9a,9aが下側に折返し形成され、該係
止縁9a,9aの中間に比較的幅狭の折返し縁9
bが下側に形成されている。
Reference numeral C denotes a joint plate, in which locking edges 9a, 9a are formed by folding downward from both widthwise sides of the main joint plate 9 on at least a portion of the longitudinal direction of the sides, and at the front end of the main joint plate 9. A bent portion 10 that engages with the outer engaging portion 3 is provided, and a rising piece 11 is provided at the rear end of the joint main plate 9. The length of the joint main plate 9 in the front-rear direction and the shape seen from the side are approximately the same as the main plate 1 of the above-mentioned horizontal roofing architectural board A, and in reality, the joint plate C is the horizontal roofing architectural board A. Board A
It has a shape that is slightly warped compared to the bent state of the main board 1, and is formed so that when it is placed on the horizontal construction board A, it will adhere more closely due to the springback phenomenon within the elastic limit. There are many things to do.
In addition, in a specific embodiment of the joint plate C, as shown in FIG.
a, 9a are folded downward, or, as shown in FIG. 6, relatively wide locking edges 9a, 9a is folded downward, and a relatively narrow folded edge 9 is formed between the locking edges 9a, 9a.
b is formed on the lower side.

前記継手板C等による接続部の取付構造として
第3図,第7図に示す如くその継手板Cの両側の
係止縁9a,9aが、前記間隔箇所の隣接する横
葺用建築用板A,Aの対向する主板1,1端部の
係止片1a,1aに挿入係止され、同時に、その
継手板Cの継手主板9にて前記隣接する横葺用建
築用板A,Aの間隔箇所及び左右側の係止片1
a,1aが覆われるようにして載置され、その継
手主板9の幅方向の側部と係止縁9aと主板1端
と係止片1aとで中空部が形成されている。即
ち、その横葺用建築用板Aが長手方向に熱伸縮で
きるスペースが確保されている。そして継手板C
の前端の屈曲部10が前記隣接する横葺用建築用
板A,Aの対向する端の内側係合部3,3に係合
され、その後端の立上り片11が隣接する横葺用
建築用板A,Aの対向する端の内側係合部2,2
の内部に挿入される。そして、その横葺用建築用
板Aの内側係合部2が吊子12の山状等の係止部
12aにて係止され、且つ吊子12の取付部12
bが前記金属製支持材4又は木製支持材5にリベ
ツトドリルビス等の止着具13にて固着されてい
る。このように接続箇所を介してその横葺用建築
用板Aが該長手方向に複数葺成され、次いでこの
段の上側(水上側)に、横葺用建築用板Aの外側
係合部3が下段の横葺用建築用板Aの内側係合部
2に係合される。このとき、上段の横葺用建築用
板Aの長手方向の適宜の位置の外側係合部3が下
段の横葺用建築用板A,Aの間隔箇所の内側係合
部2,2に係合され、順次接続位置(継手板Cの
箇所)を含んで全体的に一文字葺きになるように
葺成されて屋根又は壁部の横葺外囲体が施工され
ている。
As shown in FIGS. 3 and 7, the connection structure using the joint plate C, etc., is such that the locking edges 9a, 9a on both sides of the joint plate C are connected to the side roofing building board A adjacent to the above-mentioned space. , A are inserted and locked into the locking pieces 1a, 1a at the ends of the opposing main plates 1, 1, and at the same time, the interval between the adjacent horizontal building boards A, A is fixed at the joint main plate 9 of the joint plate C. Location and left and right side locking pieces 1
a, 1a are placed so as to be covered, and a hollow portion is formed by the widthwise sides of the joint main plate 9, the locking edge 9a, the end of the main plate 1, and the locking piece 1a. That is, a space is secured in which the horizontal roofing architectural board A can be thermally expanded and contracted in the longitudinal direction. and joint plate C
The bent portion 10 at the front end of the board A is engaged with the inner engaging portions 3, 3 at the opposite ends of the adjacent building boards A, A, and the rising piece 11 at the rear end of the board Inner engaging parts 2, 2 at opposite ends of plates A, A
inserted inside. Then, the inner engaging part 2 of the horizontal roofing building board A is locked by the locking part 12a, such as a mountain shape, of the hanger 12, and the mounting part 12 of the hanger 12 is locked.
b is fixed to the metal supporting material 4 or the wooden supporting material 5 using a fastening tool 13 such as a rivet drill screw. In this way, a plurality of horizontal building boards A are laid in the longitudinal direction via the connection points, and then the outer engaging portion 3 of the horizontal building board A is placed on the upper side (water side) of this step. is engaged with the inner engaging portion 2 of the lower horizontal roofing building board A. At this time, the outer engaging portion 3 at an appropriate position in the longitudinal direction of the upper horizontal building board A engages with the inner engaging portion 2 at the interval between the lower horizontal building boards A, A. Then, the horizontal roofing enclosure of the roof or wall is constructed by sequentially roofing the entire roof or wall including the connecting position (the joint plate C).

前記下地材Bは第1図に示すように金属製支持
材4と発泡合成樹脂板又は木毛板,石綿板等の断
熱板14とで形成したり、或いは第7図に示すよ
うに垂木等の木製支持材5と野地板等の下地板1
5とで形成されている。或い図示しないが、鉄筋
コンクリート製の下地材Bも存在する。又、第8
図に示すように前記金属製支持材4の門形部の頂
部には、その長手方向に一定間隔(前記横葺用建
築用板Aの幅方向の働き幅に相当している)に前
記横葺用建築用板Aの主板1の一側(水上側の内
側係合部2側)端を適宜当接する断面直角三角形
状等の突起部4a,4a,……が設けられること
もある。
The base material B is formed of a metal supporting material 4 and a heat insulating board 14 such as a foamed synthetic resin board, a wood wool board, an asbestos board, etc., as shown in FIG. 1, or a rafter or the like as shown in FIG. Wooden support material 5 and base board 1 such as roofing board
It is formed by 5. Although not shown, there is also a base material B made of reinforced concrete. Also, the 8th
As shown in the figure, on the top of the gate-shaped part of the metal support material 4, the horizontal Protrusions 4a, 4a, . . . having a right triangular cross section or the like may be provided to suitably abut one side (the inner engaging portion 2 side on the water side) of the main plate 1 of the building board A for roofing.

又、前記横葺用建築用板Aの断面形状の実施例
は種々のものが存在しており、特に前記内側係合
部2と外側係合部3との実施例は多く、第1図,
第2図に示す如く内側係合部2が山形状をなし、
これに対応して外側係合部3がL字状に形成され
たり、或いは第4図に示すように内側係合部2が
略S字状をなし、これに対応して外側係合部3が
略L字状に形成されている。又、図示しないが、
これらの実施例に限定されず、係合できるもので
あるならば他の適宜の形状のものも内側係合部2
と外側係合部3との範疇に包含される。又、第2
図,第4図に示す如くその内側係合部2に、上段
の横葺用建築用板Aの外側係合部3が係合される
と、内側係合部2と外側係合部3と主板1の外側
係合部3寄りの部分とで略三角状の間隙部16が
必要に応じて形成されている。図中16は母屋、
胴縁等の構造材である。
Further, there are various embodiments of the cross-sectional shape of the horizontal construction board A, and there are particularly many embodiments of the inner engaging portion 2 and the outer engaging portion 3, as shown in FIG.
As shown in FIG. 2, the inner engaging portion 2 has a mountain shape,
Correspondingly, the outer engaging part 3 may be formed into an L-shape, or the inner engaging part 2 may be formed into a substantially S-shape as shown in FIG. is formed into a substantially L-shape. Also, although not shown,
The inner engaging portion 2 is not limited to these embodiments, and may have any other suitable shape as long as it can be engaged.
and the outer engaging portion 3. Also, the second
As shown in FIG. A substantially triangular gap 16 is formed as necessary between the main plate 1 and a portion of the main plate 1 closer to the outer engaging portion 3 . 16 in the diagram is the main building,
It is a structural material such as the trunk rim.

〔発明の効果〕〔Effect of the invention〕

本発明においては、主板1の一側に内側係合部
2を、他側に外側係合部3を各々形成した長手方
向に適宜の長さの横葺用建築用板Aを該長手方向
に適宜の間隔をおいて下地材B上に配設し、その
間隔箇所の隣接する横葺用建築用板A,Aの主板
1,1端部を受金具6,6で各々支持してその端
部間の間隔部を伸縮吸収材7で塞ぎ、その主板
1,1端部より径止片1a,1aを上側に各々折
返し、継手主板9の幅方向の両側より、該側部の
長手方向の少なくとも一部に係止縁9a,9aを
下側に折返した継手板Cの両側の係止縁9a,9
aを前記間隔箇所の左右側の係止片1a,1aに
挿入係止してその継手板Cにて間隔箇所付近を覆
うようにし、継手主板9の幅方向の側部と係止縁
9aと主板1端と係止片1aとで中空部を形成
し、さらに継手板Cの前端の屈曲部10を外側係
合部3に係合し、その後端を内側係合部2内に挿
入したことにより、第1にその接続箇所を極めて
水密的に施工できるし、第2に接続箇所の取付施
工が簡易且つ迅速にできるし、第3に接続箇所を
強固にできるし、第4に横葺用建築用板Aの長手
方向の熱伸縮に良好に対応できる等の効果を奏す
る。
In the present invention, a construction board A for horizontal roofing having an appropriate length in the longitudinal direction is formed with an inner engaging part 2 on one side of the main plate 1 and an outer engaging part 3 on the other side. Arrange them on the base material B at appropriate intervals, and support the main plates 1, 1 ends of the horizontal construction boards A, A adjacent to each other at the intervals with the support fittings 6, 6, and The gap between the parts is closed with an elastic absorbing material 7, and the stop pieces 1a, 1a are each folded upward from the ends of the main plates 1, 1, and from both sides of the main joint plate 9 in the width direction, the longitudinal direction of the sides is Locking edges 9a, 9 on both sides of the joint plate C, with the locking edges 9a, 9a folded downward at least in part
A is inserted and locked into the locking pieces 1a, 1a on the left and right sides of the spaced part so that the area near the spaced part is covered with the joint plate C, and the widthwise sides of the joint main plate 9 and the locking edge 9a are connected to each other. A hollow part is formed by the end of the main plate 1 and the locking piece 1a, and the bent part 10 at the front end of the joint plate C is engaged with the outer engaging part 3, and the rear end is inserted into the inner engaging part 2. Firstly, the connection point can be constructed extremely watertight, secondly, the connection point can be installed easily and quickly, thirdly, the connection point can be made stronger, and fourthly, it can be used for horizontal roofing. This has the effect of being able to respond favorably to thermal expansion and contraction in the longitudinal direction of the architectural board A.

これらの効果について詳述すると、まず、主板
1,1端部間の間隔箇所を伸縮吸収材7で塞ぎ、
さらに主板1,1端部より係止片1a,1aを上
側に各々折返し、継手板Cの両側の係止縁9a,
9aを前記間隔箇所の左右側の係止片1a,1a
に挿入係止してその継手板Cにて間隔箇所付近を
覆うようにし、継手主板9の幅方向の側部と係止
縁9aと主板1端と係止片1aとで中空部を形成
したので、接続箇所の断面としてみた側部の中空
部にてその係止縁9aの先端側から雨水が浸入し
たとしても、その係止片1aにて遮られるし、さ
らにその中空部の存在にて雨水の毛管現象を防止
してその雨水を水下側に流下させることができ、
極めて水密性の優れた接続構造を提供できる。
To explain these effects in detail, first, the space between the ends of the main plates 1 and 1 is closed with elastic absorbing material 7,
Furthermore, the locking pieces 1a, 1a are folded upward from the ends of the main plates 1, 1, respectively, and the locking edges 9a, 9a on both sides of the joint plate C,
9a to the locking pieces 1a, 1a on the left and right sides of the space
The joint plate C is inserted into and locked so that the vicinity of the gap is covered by the joint plate C, and a hollow part is formed by the widthwise side of the joint main plate 9, the locking edge 9a, the end of the main plate 1, and the locking piece 1a. Therefore, even if rainwater enters from the tip side of the locking edge 9a in the hollow part of the side viewed from the cross section of the connection point, it will be blocked by the locking piece 1a, and furthermore, due to the presence of the hollow part. It can prevent the capillary phenomenon of rainwater and allow the rainwater to flow down to the bottom.
A connection structure with extremely excellent watertightness can be provided.

さらに本発明の接続箇所はその間隔箇所を塞ぐ
伸縮吸収材7の両側をその隣接する横葺用建築用
板A,Aの主板1,1の対向する両端に貼着した
ので、その伸縮自在の伸縮吸収材7でその間隔部
が接合され、該間隔箇所内に雨水が浸入できない
ようにでき、一層水密的な接続構造にできる。
又、継手板Cの両側の係止縁9a,9aを前記間
隔箇所の左右側の係止片1a,1aに挿入係止し
たことで強い風雨があつても継手板Cが外れるこ
ともなく接続箇所を強固にできる。特に、第6図
に示すような継手板Cにて、第7図に示す如く一
部のみを係止構造にすると、挿入係止するのに能
率的にでき、作業性能を向上させることができ
る。又、第5図に示すような継手板Cで、第1
図,第3図等に示すように係止縁9aを全長に亘
つて設け、該係止縁9aと係止片1aとを全体的
に係止することでそこが著しく外れにくく、しか
も強度的に優れたものにできる。又、受金具6,
6にて接続箇所を支持したので、作業中にその箇
所に乗つたとしても変形歪等を防止して強固にで
きる。
Furthermore, in the connection point of the present invention, both sides of the elastic absorbing material 7 that closes the gap are attached to opposite ends of the main plates 1, 1 of the adjacent horizontal building boards A, A, so that the elastic absorber 7 can be freely expanded and contracted. The spaced portions are joined by the stretchable absorbent material 7, preventing rainwater from penetrating into the spaced portions, resulting in a more watertight connection structure.
Also, by inserting and locking the locking edges 9a, 9a on both sides of the joint plate C into the locking pieces 1a, 1a on the left and right sides of the above-mentioned interval, the joint plate C can be connected without coming off even in strong wind and rain. It can strengthen the parts. In particular, if only a part of the joint plate C as shown in Fig. 6 has a locking structure as shown in Fig. 7, insertion and locking can be performed efficiently and work performance can be improved. . Also, with a joint plate C as shown in Fig. 5, the first
As shown in Fig. 3, etc., the locking edge 9a is provided over the entire length, and by locking the locking edge 9a and the locking piece 1a as a whole, it is extremely difficult for the locking edge 9a to come off, and the strength is increased. can be made excellent. Also, the bracket 6,
Since the connection point is supported by the connection point 6, it can be strengthened by preventing deformation and distortion even if someone steps on that point during work.

又、その横葺用建築用板Aが伸縮度の高い材質
(銅等)であつても、或いはその横葺用建築用板
Aを取付施工する地域の温度差が大きくても、そ
の横葺用建築用板Aが該長手方向の外気温に対応
して生ずる熱伸縮を、その接続箇所の間隔箇所及
び伸縮吸収材7にて吸収することができるし、特
にその継手板Cは間隔箇所の何れの側の横葺用建
築用板Aの端に固着されておらず、自由になつて
いること等から、左右側の横葺用建築用板A,A
ひいては横葺外囲体全体にも熱応力を生じさせ
ず、特に外表面に露出する横葺用建築用板Aの主
板1には変形歪等が殆ど発生しないものにでき
る。又、継手板Cの係止縁9aが折返されている
ため、横葺用建築用板Aが適宜熱伸縮して移動し
てもその横葺用建築用板Aの主板1の外表面に傷
等を生じさせないようにできる。このようなこと
は地震等の外力に対しても変形歪等が殆んど発生
しない強固な接続構造にできるし、従来の歪発生
によつて強度が低下することや、板鳴現象も防止
できる。
Furthermore, even if the horizontal roofing building board A is made of a highly elastic material (such as copper), or even if there is a large temperature difference in the area where the horizontal roofing building board A is installed, the horizontal roofing Thermal expansion and contraction of construction board A that occurs in response to the outside temperature in the longitudinal direction can be absorbed by the spacing between the connection points and the expansion/contraction absorbing material 7. Because it is not fixed to the edge of the horizontal roofing building board A on either side and is free, the left and right horizontal roofing building boards A, A
Furthermore, no thermal stress is generated in the entire horizontal roofing enclosure, and in particular, almost no deformation strain or the like occurs in the main plate 1 of the horizontal roofing architectural board A exposed on the outer surface. In addition, since the locking edge 9a of the joint plate C is folded back, even if the horizontal building board A undergoes appropriate thermal expansion and contraction and moves, the outer surface of the main plate 1 of the horizontal building board A will not be damaged. etc. can be prevented from occurring. This makes it possible to create a strong connection structure that hardly experiences deformation or strain even when subjected to external forces such as earthquakes, and prevents the reduction in strength caused by conventional strain and the plate cracking phenomenon. .

以上のように、強固でしかも水密的に接続でき
ると同時に、横葺用建築用板Aが該長手方向の外
気温に対応した熱伸縮をその接続箇所の間隔箇所
及びその伸縮吸収材7にて吸収することができる
所に本発明の大きな特長がある。
As described above, the horizontal roofing building board A can be connected in a strong and watertight manner, and at the same time, the horizontal roofing building board A can absorb thermal expansion and contraction corresponding to the outside temperature in the longitudinal direction at the intervals between the connection points and the expansion and contraction absorbing material 7. A major feature of the present invention is that it can be absorbed.

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

第1図は本発明を有する横葺屋根の斜視図、第
2図は第1図の要部の縦断側面図、第3図は第2
図−矢視断面図、第4図は本発明の別の実施
例の縦断側面図、第5図は本発明を構成する主要
部材の分解斜視図、第6図は別の継手板の斜視
図、第7図は第6図の継手板を使用した本発明の
断面図、第8図は横葺外囲体の上下段の係合構造
の断面図である。 A……横葺用建築用板、B……下地材、C……
継手板、1……主板、1a……係止片、2……内
側係合部、3……外側係合部、6……受金具、7
……伸縮吸収材、9……継手主板、9a……係止
縁、10……屈曲部。
Fig. 1 is a perspective view of a horizontal roof having the present invention, Fig. 2 is a longitudinal cross-sectional side view of the main part of Fig.
Fig. 4 is a vertical sectional side view of another embodiment of the present invention; Fig. 5 is an exploded perspective view of the main components constituting the present invention; Fig. 6 is a perspective view of another joint plate. , FIG. 7 is a cross-sectional view of the present invention using the joint plate of FIG. 6, and FIG. 8 is a cross-sectional view of the engagement structure of the upper and lower stages of the horizontal roofing enclosure. A... Architectural board for horizontal roofing, B... Base material, C...
Joint plate, 1...Main plate, 1a...Locking piece, 2...Inner engaging part, 3...Outer engaging part, 6...Bracket fitting, 7
...Stretchable absorbent material, 9... Joint main plate, 9a... Locking edge, 10... Bent portion.

Claims (1)

【特許請求の範囲】[Claims] 1 主板の一側縁に内側係合部を、他側縁に外側
係合部を各々形成した長手方向に適宜の長さの横
葺用建築用板を該長手方向に適宜の間隔をおいて
下地材上に配設し、その間隔箇所の隣接する横葺
用建築用板の主板端部を受金具で各々支持してそ
の端部間の間隔箇所を伸縮吸収材で塞ぎ、その主
板端部より係止片を上側に各々折返し、継手主板
の幅方向の両側より、該側部の長手方向の少なく
とも一部に係止縁を下側に折返した継手板の両側
の係止縁を前記間隔箇所の左右側の係止片に挿入
係止してその継手板にて間隔箇所付近を覆うよう
にし、継手主板の幅方向の側部と係止縁と主板端
と係止片とで中空部を形成し、さらに継手板の前
端の屈曲部を外側係合部に係合し、その後端を内
側係合部内に挿入したことを特徴とした横葺外囲
体における接続構造。
1 Horizontal roofing construction boards of an appropriate length in the longitudinal direction, with an inner engaging part formed on one side edge of the main plate and an outer engaging part formed on the other side edge, are placed at appropriate intervals in the longitudinal direction. Arranged on the base material, supporting the main plate ends of the horizontal construction boards adjacent to each other at the spacing with the support fittings, and filling the gap between the ends with an elastic absorbing material, the main plate ends Then, each of the locking pieces is folded upward, and the locking edges on both sides of the joint plate are folded downward from both sides of the main joint plate in the longitudinal direction at least in a part of the longitudinal direction of the main plate, and the locking edges on both sides of the joint plate are folded downward at the above-mentioned interval. Insert and lock into the locking pieces on the left and right sides of the joint plate so that the vicinity of the gap is covered with the joint plate, and the hollow part is formed by the widthwise side of the joint main plate, the locking edge, the main plate end, and the locking piece. What is claimed is: 1. A connection structure for a horizontal roofing enclosure, characterized in that the bent portion of the front end of the joint plate is engaged with the outer engaging portion, and the rear end is inserted into the inner engaging portion.
JP14376583A 1983-08-08 1983-08-08 Connection structure in shingled outer structure Granted JPS6037356A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14376583A JPS6037356A (en) 1983-08-08 1983-08-08 Connection structure in shingled outer structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14376583A JPS6037356A (en) 1983-08-08 1983-08-08 Connection structure in shingled outer structure

Publications (2)

Publication Number Publication Date
JPS6037356A JPS6037356A (en) 1985-02-26
JPH0363618B2 true JPH0363618B2 (en) 1991-10-01

Family

ID=15346496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14376583A Granted JPS6037356A (en) 1983-08-08 1983-08-08 Connection structure in shingled outer structure

Country Status (1)

Country Link
JP (1) JPS6037356A (en)

Also Published As

Publication number Publication date
JPS6037356A (en) 1985-02-26

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