JPS6037356A - Connection structure in shingled outer structure - Google Patents

Connection structure in shingled outer structure

Info

Publication number
JPS6037356A
JPS6037356A JP14376583A JP14376583A JPS6037356A JP S6037356 A JPS6037356 A JP S6037356A JP 14376583 A JP14376583 A JP 14376583A JP 14376583 A JP14376583 A JP 14376583A JP S6037356 A JPS6037356 A JP S6037356A
Authority
JP
Japan
Prior art keywords
locking
plate
main
sides
longitudinal direction
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
JP14376583A
Other languages
Japanese (ja)
Other versions
JPH0363618B2 (en
Inventor
半田 博士
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)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 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、横幕用建築用板の長手方向の熱伸
縮に良好に対応できる描画外四体における接続構造に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a structure in which the connection points can be made simple, construction can be carried out in an extremely watertight manner, and the structure can be easily adapted to thermal expansion and contraction in the longitudinal direction of building boards for side curtains. Regarding connection structure.

既に出願人は、屋根又は壁等の描画外囲体において、長
手方向を適宜の長さとした横幕用建築用板を運搬性、取
り扱い性等の勝れた面より開発。
The applicant has already developed a construction board for horizontal curtains with an appropriate length in the longitudinal direction for drawing enclosures such as roofs or walls due to its superior transportability and handling.

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。
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.

そこで発明者は、前記要望点を解決すべく鋭意。Therefore, the inventor worked diligently to solve the above-mentioned requirements.

研究を重ねた結果、本発明を、主板の一例に下馳部を、
他側に上馳部を各々形成した長手ん向に適宜の長さの横
幕用建築用板を咳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幕用建築用板の
主板端部を受金具で各々支持しつつ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辺を上側
に各々折返し、継手主板の幅方向の両側より、該側部の
長平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辺に
挿入係止しつつその継手板にて間隔箇所付近を覆うよう
にし、その係止箇所が主板の端と継手板の継手主板の側
部との中間位置に存在するように設け、さらに継手板の
前端の屈曲部を上馳部に係合し、その後端を下馳部内に
挿入したことにより、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、描画用建築用板の長手
方向の熱伸縮に良好に対応でき前記の要望点等を解決し
、その目的を達成したものである。
As a result of repeated research, we have developed the present invention by using the lower part as an example of the main board.
Architectural boards for horizontal curtains each having a raised part on the other side and having an appropriate length in the longitudinal direction are placed on the base material at appropriate intervals in the longitudinal direction, and the adjacent parts of the gaps are Support the ends of the main plates of the construction boards for horizontal curtains with brackets, close the gaps between the ends with elastic absorbing material, fold the locking sides upward from the ends of the main plates, and adjust the width of the joint main plate. While inserting and locking the locking edges on both sides of the joint plate, which has the locking edges folded downward in at least part of the longitudinal direction of the side portions, from both sides of the direction, into the locking sides on the left and right sides of the spaced portion, The joint plate should cover the area near the gap, and the locking point should be located at an intermediate position between the end of the main plate and the side of the main plate of the joint plate, and the bent part at the front end of the joint plate should be By engaging with the upper part and inserting the rear end into the lower part, the connection point can be made simple, and construction can be done in an extremely watertight manner, making it suitable for thermal expansion and contraction in the longitudinal direction of architectural boards for drawing. It has been able to meet the above requirements, and has achieved its purpose.

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 the embodiments shown in the drawings.

Aは描画用建築用板であって、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5
m乃至10数mに形成され、該描画用建築用板Aを長牟
方向に直交する断面としてみると、その主板1の一例(
水上側)より内側上方に向かう下馳部2が形成され、そ
の主板1の他側(水下側)より内側下方に向かう上馳部
3が一体形成されている。該上馳部3は、下段の描画用
建築用板1の前記下馳部2に適宜係合するように構成さ
れている。前記主板Iはその一例より平坦部。
A is a drawing construction board, and its length in the longitudinal direction is
For example, a length that is transportable and easy to handle is approximately 5
m to 10-odd meters, and when the drawing architectural board A is viewed as a cross section perpendicular to the Nagamu direction, an example of the main board 1 (
A lower ridge portion 2 is formed that extends inwardly and upwardly from the water side), and an upper ridge portion 3 that extends inwardly and downwardly from the other side (below the water side) of the main plate 1 is integrally formed. The upper ridge portion 3 is configured to appropriately engage with the lower ridge portion 2 of the lower architectural board 1 for drawing. In one example, the main plate I is a flat portion.

緩傾斜部と平坦部とに屈曲形成され、その主板1下馳部
2上馳部3とからなる描画用建築用板Aは一枚の金属板
が適宜屈曲されて一体形成され、その描画用建築用板へ
の主板1の下面から下馳部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。その描画用建
築用板A、Aがぞの長手方向に適宜の間隔(約5数cm
乃至約20数印)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
に対して描画用建築用板への長手方向が直交(略直交も
含む)するようにして載置される。
The architectural board A for drawing, which is bent into a gently sloped part and a flat part, and consists of a main plate 1, a lower part 2, and an upper part 3, is a single metal plate bent as appropriate and integrally formed. A heat insulating material such as foamed synthetic resin is adhered to the building board from the lower surface of the main board 1 to the back surface of the lower beam part 2 as necessary. The drawing building boards A and A are spaced at appropriate intervals in the longitudinal direction (about 5 cm
20 marks) on the base material B. 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 architectural board for drawing is perpendicular (approximately perpendicular) to the longitudinal direction of these materials. (including).

さらにその間隔箇所の隣接する描画用建築用板A。Furthermore, the architectural board A for drawing is adjacent to the spaced portion.

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、下段の描画用建築用板へ
〇下馳部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。実際の施工に当たって
は、間隔箇所となる位置に予め受金具6.6を載置し、
そして描画用建築用板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、該端部に沿っ
てその係止辺1a、laが上側に折返して屈曲形成され
、対向する係止辺1a、laは互いに外向きになるよう
に設けられている。
The opposing ends of the main plates 1.1 on the same plane are each supported by a receiving fitting 6.6. That is, the front side of the receiving metal fitting 6 whose cross section is approximately the same shape as the main plate 1 is placed on the bottom frame part 2 of the lower drawing architectural board, and the rear side is placed on the base material B.
The ends of the opposing main plates 1, 1 are supported on the upper surface of each of the receiving metal fittings 6.6. During actual construction, the receiving metal fittings 6.6 are placed in advance at the positions that will be the spacing points,
Then, the opposing main plates 1 and 1 ends of the drawing architectural boards A and A are placed. On the upper surface of the end of the main plate 1.1, the locking sides 1a and la are bent upward and bent along the end, and the opposing locking sides 1a and la are provided so as to face each other outward. It is being

7は伸縮吸収材であって、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
る描画用建築用板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ジ−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46.s上面に貼着されることな
く載置されている。第3図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、その描画用
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 in the middle part in the width direction and is made of waterproof tape made of rubber or synthetic resin. It is attached to the lower surface of the opposite main plate 1.1 end of the drawing architectural boards A, A through a gelling material 8.8 with an adhesive so as to close the space, and is made of an elastic absorbent material. Both ends in the width direction of 7 are receivers 46. s It is placed on the top surface without being attached. As shown in Figure 3, the elastic absorber 7 is installed in a bent state at room temperature, and the elastic absorber 7 allows the drawing construction board A to expand and contract in the longitudinal direction in response to the outside temperature. Absorb.

Cは継手板であって、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、
前記上馳部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
は前記の描画用建築用板Aの主板1と略同等をなし、実
際には、継手板Cはその描画用建築用板への主板1の屈
曲状態のものより僅かに反るような形状をなし、描画用
建築用板A上に載置するときに、弾性限度内におけるス
プリングバッ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9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9a、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。
C is a joint plate, and from both sides of the main joint plate 9 in the width direction,
Locking edges 9a, 9a are provided on at least a portion of the side portion in the longitudinal direction.
is folded down on the lower side, and at the front end of the joint main plate 9,
A bent portion 10 that engages with the upper rib 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 and rear direction and the shape seen from the side are approximately the same as the main plate 1 of the drawing architectural board A, and in reality, the joint plate C is connected to the drawing architectural board A. It has a shape that is slightly warped compared to the bent state of the main plate 1, and is formed so that when it is placed on the drawing architectural board A, it will adhere more closely due to the springback phenomenon within the elastic limit. There are many. In addition, in the specific embodiment of the joint plate C, the fifth
As shown in the figure, relatively wide locking edges 9a, 9a are formed downwardly from both sides of the joint main plate 9 in the longitudinal direction, or as shown in FIG. As shown, from both sides of the joint main plate 9 in the width direction, the locking edges 9a are relatively wide in the longitudinal direction of the sides.

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9bが下側に形成されている
A folded edge 9a is formed on the lower side, and a relatively narrow folded edge 9b is formed on the lower side between the locking edges 9a, 9a.

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、9
aが、前記間隔箇所の隣接する横杆用建築用板A、Aの
対向する主板1.1端部の係止辺1a、la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
する横杆用建築用板A、Aの間隔箇所及び左右側の係止
辺1a。
FIG. 3 shows the mounting structure of the connection part using the joint plate C, etc.
As shown in FIG. 7, locking edges 9a, 9 on both sides of the joint plate C
a is inserted and locked into the locking edges 1a and 1a at the ends of the opposing main plates 1.1 of the horizontal beam building boards A and A adjacent to each other at the interval, and at the same time, the joint main plate 9 of the joint plate C is inserted and locked. At the spacing between the adjacent building boards A, A and the left and right locking sides 1a.

1aが覆われるようにして載置され、その係止箇所が主
板1の端と継手板Cの継手主板9の側部との中間位置に
存在するように設けられている。即ち、その横杆用建築
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の前哨の屈曲部IOが前記隣接す
る横杆用建築用板A、Aの対向子る端の上馳部3,3に
係合され、その後端の立上り片11が隣接する横杆用建
築用板A、Aの対向する端の°下馳部2,2の内部に挿
入される。そして その横杆用建築用板Aの下馳部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12bが前記金属製支持材4又は木製支
持材5にリベット、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杆用建
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、横杆用建築用板Aの上馳部3が下段
の横杆用建築用板Aの下馳部2に係合される。このとき
、上段の横杆用建築用板Aの長手方向の中間位置の上馳
部3が下段の横杆用建築用板A、Aの間隔箇所の下馳部
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
又は壁等の横路外囲体が施工されている。
1a is placed so as to be covered, and the locking point is located at an intermediate position between the end of the main plate 1 and the side of the main joint plate 9 of the joint plate C. That is, a space is secured in which the horizontal beam building board A can be thermally expanded and contracted in the longitudinal direction. Then, the bent portion IO of the outpost of the joint plate C is engaged with the upper rib portions 3, 3 of the opposing ends of the adjacent building boards A, A, and the rising piece 11 of the rear end is It is inserted into the inside of the lower beam parts 2, 2 at the opposite ends of the architectural boards A, A. The lower part 2 of the architectural board A for the horizontal beam is locked by the locking part 12a, such as a mountain shape, of the hanger 12, and the attachment part 12b of the hanger 12 is attached to the metal support 4 or the wooden support member 4. It is fixed to the support member 5 with fasteners 13 such as rivets and drill screws. In this way, a plurality of building boards A for the horizontal beams are laid in the longitudinal direction through the connection points, and then the upper part 3 of the building board A for the horizontal beams is placed on the upper side (water side) of this step. It is engaged with the lower beam part 2 of the building board A for the lower horizontal beam. At this time, the upper beam part 3 at the longitudinally intermediate position of the upper horizontal beam building board A is engaged with the lower beam parts 2, 2 at the interval between the lower horizontal beam building boards A, A, The entire area including the connection position (the location of the joint plate C) is roofed in a single pattern, and a sideway enclosure such as a roof or wall is constructed.

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
?包合成樹脂板又は木毛板2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15とで形成されている。或
いは図示しないが、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、その長平方向に一定間隔(前記横杆
用建築用板Aの幅方向の働き幅に相当している)に前記
横杆用建築用板Aの主板1の一例(水上側の下馳部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 separated from the metal support material 4 as shown in FIG. It may be formed of a synthetic resin board or wood wool board 2 and a heat insulating board 14 such as an asbestos board, or as shown in FIG. There is. Alternatively, although not shown, there is also a base material B made of reinforced concrete. In addition, as shown in FIG. 8, at the top of the gate-shaped part of the metal support member 4, there are fixed intervals in the longitudinal direction (corresponding to the working width in the width direction of the construction board A for the horizontal beam). ), a protrusion 4a having a right triangular cross section or the like, which appropriately contacts an example of the main plate 1 (on the water side lower beam part 2 side) of the construction board A for the horizontal beam;
4a, . . . are sometimes provided.

又、前記横杆用建築用板Aの断面形状の実施例は種々の
ものが存在しており、特に前記下馳部2と上馳部3との
実施例は多く、第1図、第2図に示す如く下馳部2が山
形状をなし、これに対応して上馳部3がL字状に形成さ
れたり、或いは第4図に示すように下馳部2が略S字状
をなし、これに対応して上馳部3が略し字状に形成され
ている。
Furthermore, there are various embodiments of the cross-sectional shape of the architectural board A for the horizontal beams, and there are many examples in particular of the lower beam part 2 and the upper beam part 3, as shown in FIGS. As shown in the figure, the lower part 2 has a mountain shape, and the upper part 3 is correspondingly formed in an L-shape, or as shown in Fig. 4, the lower part 2 has a substantially S-shape. Correspondingly, the upper part 3 is formed in an oval shape.

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下馳部
2と1馳部3との瞳部に包含される。
Further, although not shown, the pupils of the lower part 2 and the first part 3 may have other suitable shapes as long as they can be engaged with each other without being limited to these embodiments.

又、第2図、第4図に示す如くその下馳部2に、上段の
横杆用建築用板Aの上馳部3が係合されると、下馳部2
と上馳部3と主板1の上馳部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17
は母屋、胴縁等の構造材である。
Further, as shown in FIGS. 2 and 4, when the upper beam part 3 of the upper horizontal beam building board A is engaged with the lower beam part 2, the lower beam part 2
A substantially triangular gap 16 is formed as necessary between the upper ridge portion 3 and a portion of the main plate 1 closer to the upper ridge portion 3. 17 in the diagram
is a structural material such as a purlin or a frame.

次に作用効果について説明する。Next, the effects will be explained.

本発明においては、主板1の一側に下馳部2を、他側に
上馳部3を各々形成した長手方向に適宜の長さの横杆用
建築用板Aを咳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杆用建築用板A
、Aの主板1,1端部を受金具6.6で各々支持しつつ
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端部より係止辺1a、Ia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La、’9aを前記間隔箇所の左右側
の係止辺1a、laに挿入係止しつつその継手板Cにて
間隔箇所付近を覆うようにし、その係止箇所が主板1の
端と継手板Cの継手主板9の側部との中間位置に存在す
るように設け、さらに継手板Cの前輪の屈曲部10を上
馳部3に係合し、その後端を下馳部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に横幕用
建築用板Aの長平方向の熱伸縮に良好に対応できる等の
作用効果を奏する。
In the present invention, a construction board A for horizontal beams having an appropriate length in the longitudinal direction, which has a lower part 2 on one side of the main plate 1 and an upper part 3 on the other side, is installed in an appropriate length in the longitudinal direction. Base material B at intervals
Architectural board A for horizontal beams arranged above and adjacent to the interval points
, the ends of the main plates 1, 1 of A are each supported by brackets 6 and 6, and the gap between the ends is closed with an elastic absorbing material 7, and the main plate 1 is
.. A joint in which the locking edges 1a, Ia are each folded upward from one end, and the locking edges 9a, 9a are folded downward from both sides of the joint main plate 9 in the longitudinal direction of at least a portion of the side portions in the longitudinal direction. While inserting and locking the locking edges La and '9a on both sides of the plate C into the locking edges 1a and la on the left and right sides of the spaced portion, the joint plate C covers the vicinity of the spaced portion, and the locking portion is is provided at an intermediate position between the end of the main plate 1 and the side of the main joint plate 9 of the joint plate C, and furthermore, the bent part 10 of the front wheel of the joint plate C is engaged with the upper part 3, and the rear end is By inserting it into the lower beam part 2, firstly, the connection point can be constructed extremely watertight, secondly, the connection point can be installed easily and quickly, and thirdly, the connection point can be made stronger. Fourthly, it has the advantage of being able to cope well with thermal expansion and contraction in the longitudinal direction of the horizontal curtain building board A.

該作用効果を詳述すると、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
り係止辺1a、la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辺
1a、laに挿入係止しつつその継手板Cにて間隔箇所
付近を覆うようにし、その係止箇所が主板1の端と継手
板Cの継手主板9の側部との中間位置に存在するように
設けたので、接続箇所の断面としてみた側部には、継手
板Cの継手主板9の幅方向の側部と係止縁9aと主板l
端と゛係止辺1aとで中空部が形成され、その係止縁9
aの先端側から雨水が浸入したとしても、その係止辺1
aεこて遮られるし、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、極めて水密性の勝れた接続構造を提供できる
。さらに本発明の接続箇所はその間隔箇所を寒く伸縮吸
収材7の両側をその隣接する横幕用建築用板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辺1a、laに挿入係止し
たことで強い風雨があっても継手板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図等に示ずように係止縁9aを全長
に亘って設け、該係止縁9aと係止辺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
に勝れたものにできる。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ったとしても変
形歪等を防止して強固にできる。
To explain the effects in detail, first, the space between the ends of the main plates 1 and 1 is closed with the stretch absorbing material 7, and then the locking sides 1a and 1a are folded upward from the ends of the main plates 1 and 1, respectively, and the joint plate is closed. While inserting and locking the locking edges 9a, 9a on both sides of C into the locking edges 1a, la on the left and right sides of the spaced portion, the joint plate C covers the area near the spaced portion, and the locking portion is located on the main plate. 1 and the side of the main joint plate 9 of the joint plate C, the widthwise side of the main joint plate 9 of the joint plate C part, the locking edge 9a, and the main plate l
A hollow portion is formed between the end and the locking edge 1a, and the locking edge 9
Even if rainwater enters from the tip side of a, the locking side 1
The aε trowel is blocked, and furthermore, the presence of the hollow part prevents capillary action of rainwater and allows the rainwater to flow down to the water side, providing a connection structure with extremely excellent watertightness. Furthermore, the connection points of the present invention are such that both sides of the stretchable absorbent material 7 are attached to opposite ends of the adjacent horizontal curtain building boards A and the main plates 1, 1 of A, so that the spacing points 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. In addition, by inserting and locking the locking edges 9a, 9a on both sides of the joint plate C into the locking edges 1a, la 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. . Further, in a joint plate C as shown in FIG. 5, a locking edge 9a is provided over the entire length as shown in FIGS. 1, 3, etc., and the locking edge 9a and the locking side 1a are connected. By locking the whole part, it is extremely difficult to dislodge, and it can be made stronger. In addition, since the connection point is supported by the receiving metal fitting 6.6, even if someone steps on the connection point during work, deformation and strain can be prevented and the connection point can be strengthened.

又、その横幕用建築用板Aが伸縮度の高い材質(銅等)
であっても、或いはその描画用建築用板へを取付施工す
る地域の温度差が大きくても、その横幕用建築用板Aが
咳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
幕用建築用板Aの端に固着されておらず、自由になって
いること等から、左右側の横幕用建築用板A、 Aひい
ては描画外四体全体にも熱応力を住じさせず、特に外表
面に露出する横幕用建築用板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9
aが折返されているため、横幕用建築用板Aが適宜熱伸
縮して移動してもその横幕用建築用板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、従来の歪発生によって強度が
低下することや、板鳴現象も防止できる。
In addition, the architectural board A for the horizontal curtain is made of a material with high elasticity (copper, etc.)
, or even if there is a large temperature difference in the area where the drawing construction board A is installed, the horizontal curtain construction board A will absorb the thermal expansion and contraction that occurs in response to the outside temperature in the longitudinal direction. It can be absorbed by the spacing between the connection points and the expansion/contraction absorbing material 7, and in particular, the joint plate C is not fixed to the edge of the building board A for horizontal curtains on either side of the spacing, and is free. Because of the The main plate 1 can be made to have almost no deformation strain or the like. Also, the locking edge 9 of the joint plate C
Since a is folded back, even if the horizontal curtain building board A is appropriately thermally expanded and contracted and moved, the outer surface of the main plate 1 of the horizontal curtain building board A can be prevented from being damaged. This makes it possible to create a strong connection structure in which almost no deformation strain occurs even when subjected to external forces such as earthquakes, and it is also possible to prevent the conventional deterioration in strength due to strain generation and the plate ringing 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、横幕用建築用板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, it is possible to make a strong and watertight connection, and at the same time, the construction board A for the horizontal curtain can be thermally expanded and contracted in accordance with the outside temperature in the longitudinal direction at the intervals between the connection points and the expansion/contraction absorbing material 7.
A major feature of the present invention is that it can be absorbed by

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

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m−m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図は描画外囲体の上下段の係合
構造の断面図である。 A・・・・・・横幕用建築用板、 B・・・・・・下地
材、C・・・・・・継手板、 1・・・・・・主板、l
a・・・・・・係止辺、 2・・・・・・下馳部、3・
・・・・・上馳部、 6・・・・・・受金具、7・・・
・・・伸縮吸収材、 9・・・・・・継手主板、9a・
・・・・・係止縁、 IO・・・・・・屈曲部。
Fig. 1 is a perspective view of a horizontal roof having the present invention, Fig. 2 is a vertical side view of the main part of Fig. 1, Fig. 3 is a cross-sectional view taken along the line m-m in Fig. 2, and Fig. 4 is a main part of the roof. Longitudinal side view of another embodiment of the invention, No. 5
The figure is an exploded perspective view of the main components constituting the present invention, Figure 6 is a perspective view of another joint plate, Figure 7 is a sectional view of the present invention using the joint plate of Figure 6, and Figure 8 is a drawing. FIG. 3 is a cross-sectional view of the engagement structure of the upper and lower stages of the outer enclosure. A... Architectural board for horizontal curtains, B... Base material, C... Joint plate, 1... Main plate, l
a...Latching edge, 2...Lower part, 3.
...Upper part, 6...Bracket, 7...
...Stretchable absorbent material, 9...Joint main plate, 9a.
...Locking edge, IO...Bending part.

Claims (1)

【特許請求の範囲】[Claims] (1)主板の一例に下馳部を、他側に上馳部を各々形成
した長手方向に適宜の長さの横幕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
所の隣接する横幕用建築用板の主板端部を受金具で各々
支持しつつ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辺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辺に挿入係止しつつその継手
板にて間隔箇所付近を覆うようにし、その係止箇所が主
板の端と継手板の継手主板の側部との中間位置に存在す
るように設け、さらに継手板の前端の屈曲部を上馳部に
係合し、その後端を下馳部内に挿入したことを特徴とし
た描画外囲体における接続構造。
(1) A construction board for horizontal curtains having an appropriate length in the longitudinal direction, with a lower part on one side of the main board and an upper part on the other side, is placed on the base material at appropriate intervals in the longitudinal direction. , and while supporting the main plate ends of the adjacent side curtain building boards at the spacing points with support metal fittings, closing the spacing between the ends with an elastic absorbing material,
Locking on both sides of the joint plate, with the locking edges folded upward from the ends of the main plate, and the locking edges folded downward from both widthwise sides of the main plate at least in part of the longitudinal direction of the sides. While inserting and locking the edges into the locking sides on the left and right sides of the gap, the joint plate covers the vicinity of the gap, and the locking point is between the edge of the main plate and the side of the joint main plate of the joint plate. A connection structure in a drawing envelope, characterized in that the connecting plate is provided at an intermediate position, furthermore, the bent part of the front end of the joint plate is engaged with the upper part, and the rear end is inserted into the lower part.
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 true JPS6037356A (en) 1985-02-26
JPH0363618B2 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
JPH0363618B2 (en) 1991-10-01

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