JPS6040466A - Joint structure in cross-covering outer enclosure - Google Patents

Joint structure in cross-covering outer enclosure

Info

Publication number
JPS6040466A
JPS6040466A JP14657683A JP14657683A JPS6040466A JP S6040466 A JPS6040466 A JP S6040466A JP 14657683 A JP14657683 A JP 14657683A JP 14657683 A JP14657683 A JP 14657683A JP S6040466 A JPS6040466 A JP S6040466A
Authority
JP
Japan
Prior art keywords
board
horizontal
joint
plate
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.)
Pending
Application number
JP14657683A
Other languages
Japanese (ja)
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 JP14657683A priority Critical patent/JPS6040466A/en
Publication of JPS6040466A publication Critical patent/JPS6040466A/en
Pending 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、横葺用建築用板の長平方向の熱伸
縮に良好に対応できる描画外囲体における接続構造に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a drawing outer enclosure that can simplify the configuration of connection points, can be constructed in an extremely watertight manner, and can respond well to thermal expansion and contraction in the longitudinal direction of horizontal building boards. 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葺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 roofing with an appropriate length in the longitudinal direction for painted enclosures such as roofs or walls due to its superior transportability and ease of 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平方向に伸縮自在
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 is expandable and retractable in the longitudinal direction.

そこで発明者は、前記要望点等を解決すべく鋭意、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方向に適宜の長さの横葺用
建築用板を該長平方向に適宜の間隔をおいて下地材上に
配設し、下部継手主板の幅方向の略中夫の左右側に下部
防水材を各々貼着した下部継手板の下部防水材と、下部
継手主板の裏面に上部防水材を貼着した」二部継手板の
上部防水材とで前記間隔箇所の隣接する横葺用建築用板
の主板端部を各々挟持しつつ適宜摺動可能に設け、その
上部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、横骨用建
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。
Therefore, as a result of intensive research in order to solve the above-mentioned demands, the inventor has developed the present invention, which has an appropriate length in the longitudinal direction, with a lower part formed on one side of the main plate and an upper part formed on the other side. Architectural boards for horizontal roofing are arranged on the base material at appropriate intervals in the longitudinal direction, and lower waterproofing materials are affixed to the left and right sides of the core in the width direction of the lower joint main plate. The lower waterproofing material of the joint plate and the upper waterproofing material of the two-part joint plate, in which the upper waterproofing material is attached to the back side of the lower joint main plate, are used to cover the ends of the main plates of the horizontal construction boards adjacent to each other at the above-mentioned interval. The upper joint plate is provided so as to be slidable as appropriate while being clamped, and the bent part at the front end of the upper joint plate is engaged with the upper part, and the rear end is inserted into the lower part, thereby simplifying the structure of the connection point, and It can be constructed in an extremely water-tight manner, and can cope well with thermal expansion and contraction in the longitudinal direction of the horizontal frame building board, thus solving the above-mentioned requirements and achieving the 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 embodiments shown in the drawings.

Aは横骨用建築用板であって、その長手方向の長さは、
運1般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、該横骨用建築用板Aを長
平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)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、下段の横骨
用建築用板への前記下馳部2に適宜係合するように構成
されている。前記主板1はその一例より平坦部。
A is a construction board for the horizontal bone, and its length in the longitudinal direction is
For example, it is formed to a length of about 5 m to about 10-odd meters, which is a length that can be easily carried and handled.If the horizontal bone building board A is viewed in a cross section perpendicular to the longitudinal direction, one side of the main board 1 (above water side), a lower ridge portion 2 is formed that goes more inwardly and upwardly,
An upper part 3 extending inwardly and downwardly from the other side (underwater side) of the main plate 1 is integrally formed. The upper ridge portion 3 is configured to appropriately engage the lower ridge portion 2 to the lower transverse bone building board. The main plate 1 is, for example, 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とからなる横骨用建築用板Aは一枚の金属板
が適宜屈曲されて一体形成され、その横骨用建築用板A
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。その横張用建
築用板A、Aがその長手方向に適宜の間隔(約5数ca
n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、その間隔箇所の隣接する横骨用建築用板A
The horizontal frame building board A is formed by bending a gently sloped part and a flat part, and is composed of a main plate 1, a lower part 2, and an upper part 3. Bone architectural board A
A heat insulating material such as foamed synthetic resin is pasted from the lower surface of the main plate 1 to the back surface of the lower part 2 as necessary. The horizontal construction boards A, A are spaced at appropriate intervals (approximately 5 and several ca) in the longitudinal direction.
n to about 20-odd cm) and placed on the base material B. At this time, the horizontal bone construction board A adjacent to that interval location
.

への対向する主板1.1の端が後述する下部継手板Cの
左右側の下部防水+A7.7上に載置される。
The ends of the main plate 1.1 facing the main plate 1.1 are placed on the lower waterproof +A7.7 on the left and right sides of the lower joint plate C, which will be described later.

さらに前記下地材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
向に対して横骨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。
Furthermore, if a metal support material 4 such as metal taruki or a wooden support material 5 is present in the base material B, the longitudinal direction of the horizontal bone building board is perpendicular (approximately perpendicular) to the longitudinal direction of these materials. (including).

前記下部継手板Cは、下部継手主板6の幅方向の略中火
の左右側にゴム系又は合成樹脂製の下部防水材7.7が
各々貼着され、該下部防水材7゜7の対向する内方側が
少しの高さ上側に膨出して段部7a、?aが形成される
ことが多い。前記下部継手板Cの実施例は種々のものが
存在し、その下部継手主板6の幅方向の両側に第4図等
に示すように立上り片6a、6aが必要に応して形成さ
れ、さらに第3図等に示すように該立上り片6a。
In the lower joint plate C, lower waterproofing materials 7.7 made of rubber or synthetic resin are pasted on the left and right sides of the lower joint main plate 6 in the width direction, respectively, and the lower waterproofing materials 7.7 are attached to the opposite sides of the lower waterproofing materials 7. The inner side thereof bulges upward by a slight height to form a stepped portion 7a, ? A is often formed. There are various embodiments of the lower joint plate C, and upright pieces 6a, 6a are formed as necessary on both sides of the lower joint main plate 6 in the width direction, as shown in FIG. As shown in FIG. 3, etc., the rising piece 6a.

6aの上端より内方に頂部6b、6bが形成されること
もある。又、下部継手主板6は第9図に示すように単に
平坦状に形成されたり、或いは第7図、第8図に示すよ
うにその下部継手主板6の幅方向の両側より下方に垂下
片6c、6cが形成されることもある。又、下部防水材
7の断面も、第8図、第9図に示すように段部7aに替
えて突起部7bが形成され、その他の部分の上面が鋸山
状に形成されることもある。さらに、前記左右側の下部
防水材7,7を一体的に形成することもある。
Top portions 6b, 6b may be formed inwardly from the upper end of 6a. In addition, the lower joint main plate 6 may be simply formed into a flat shape as shown in FIG. 9, or there may be pieces 6c hanging down from both sides of the lower joint main plate 6 in the width direction as shown in FIGS. 7 and 8. , 6c may also be formed. Also, in the cross section of the lower waterproof material 7, as shown in FIGS. 8 and 9, protrusions 7b may be formed instead of the stepped portions 7a, and the upper surface of other portions may be formed in a sawtooth shape. Furthermore, the left and right lower waterproofing materials 7, 7 may be integrally formed.

Dは上部継手板であって、上部継手生板8の裏面の略全
体にゴム系又は合成樹脂製の上部防水材9が貼着されて
いる。該上部防水材9は、第5図に示す如く下部継手板
Cの左右側の下部防水材7゜7に対応して上部継手主板
8の裏面の左右側に別々に設けることもある。その上部
継手主板8の前端には、前記上馳部3に係合する屈曲部
1oがその上馳部3と略同形状に設りられ、その上部継
手主板8の後端に、立上り片11が設けられている。
D is an upper joint plate, and an upper waterproof material 9 made of rubber or synthetic resin is adhered to substantially the entire back surface of the raw upper joint plate 8. The upper waterproofing material 9 may be provided separately on the left and right sides of the back surface of the upper joint main plate 8, corresponding to the lower waterproofing materials 7.7 on the left and right sides of the lower joint plate C, as shown in FIG. At the front end of the upper joint main plate 8, a bent part 1o that engages with the upper joint part 3 is provided in substantially the same shape as the upper joint part 3, and at the rear end of the upper joint main plate 8, a rising piece 11 is provided. is provided.

その上部継手主板8の前後方向の長さ、その側部からみ
た形状は前記の横骨用建築用板Aの主板1と略同等をな
し、実際には、上部継手板りはその横R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、横骨用建築用板A上に載置するときに、弾性限度内
におけるスプリングハック現象にてより密着するように
形成することが多い。第3図、第4図に示すように前記
」一部継手主板8の幅方向の両側より折返し縁8a。
The length of the upper joint main plate 8 in the anteroposterior direction and the shape seen from the side are approximately the same as the main plate 1 of the above-mentioned horizontal bone construction board A, and in reality, the upper joint board is for its lateral R. It has a shape that is slightly warped compared to the bent state of the main plate 1 to the construction board, and when placed on the horizontal construction board A, it adheres more closely due to the spring hack phenomenon within the elastic limit. It is often formed like this. As shown in FIGS. 3 and 4, the above-mentioned partial joint main plate 8 is folded back from both sides in the width direction.

8aが必要に応じて下方に折返されている。又、前記下
部防水材7の上面及び上部防水材9の下面は、社較的硬
化するようムこ形成され、生板1の6(rJの11すり
を良好ならしめるように構成され、その下部防水材7及
び上部防水材9の他の部分は弾カ性ニ冨むように形成さ
れている。
8a is folded downward as necessary. Further, the upper surface of the lower waterproofing material 7 and the lower surface of the upper waterproofing material 9 are formed with bulges so as to be relatively hardened, and are configured to improve the roughness of the raw board 1 at 6 (rJ). The other parts of the waterproof material 7 and the upper waterproof material 9 are formed to have high elasticity.

前記下部継手板Cと下部継手板[〕等にJ、る接続部の
取付構造として第3図乃至第9図に示す如く下部継手板
Cの下部防水材7,7の段部7a、7a又は突起部7b
、7b箇所寄りに(例えば段部7aと主板1端との間を
約7 cm内外とする)、前記間隔箇所の隣接する横杆
用建築用板A、への対向する同一平面上の主板1 、 
1 i’/IA1部が載置されている。即ち、下部継手
板Cの前側が、下段の横葺用建築用板への下馳部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
下部継手板Cの上面側の下部防水材7.7にて対向する
主板1゜1端部が支持されている。そして上部継手板り
の上部防水材9.9が前記対向する主板1.1端部を覆
うようにして載置される。これによって 前記下部継手
板Cの下部防水材7.7と、上部継手板りの上部防水材
9とで前記間隔箇所の隣接する横葺用建築用板A、Aの
主板1.1端部が挟持されつつ適宜摺動可能に取付けら
れている。このとき、必要に応じてその上部継手板りと
下部継手板Cとがリヘソト、ボルト・ナツト、ビス等の
止着具12にて固着されることもある。この場合、前記
対向する主板1.1の端部間の間隔箇所で固着すること
が必要である。そして上部継手板りの前端の屈曲部10
が前記隣接する横葺用建築用FjA 。
As shown in FIGS. 3 to 9, the mounting structure of the connecting portions between the lower joint plate C and the lower joint plate [ ] etc. is as shown in FIGS. 3 to 9. Projection 7b
, 7b (for example, the distance between the step 7a and the end of the main plate 1 is about 7 cm), and the main plate 1 on the same plane facing the horizontal beam building board A adjacent to the spaced area. ,
1 i'/IA1 part is placed. That is, the front side of the lower joint plate C is placed on the footing part 2 of the lower horizontal building board, the rear side is placed on the base material B, and the upper surface side of the lower joint plate C is placed in this way. The opposing main plate 1° 1 end is supported by the lower waterproof material 7.7. Then, the upper waterproof material 9.9 of the upper joint plate is placed so as to cover the opposing ends of the main plate 1.1. As a result, the lower waterproofing material 7.7 of the lower joint board C and the upper waterproofing material 9 of the upper joint board are connected to the ends of the main plates 1.1 of the adjacent horizontal roofing building boards A and A at the interval. It is attached so that it can be slid as appropriate while being clamped. At this time, the upper joint plate and the lower joint plate C may be fixed with fasteners 12 such as bolts, nuts, screws, etc., if necessary. In this case, it is necessary to fix at the spacing between the opposite ends of the main plate 1.1. and a bent portion 10 at the front end of the upper joint plate.
is the adjacent architectural FjA for horizontal roofing.

Aの対向する端の上馳部3.3に係合され、その後端の
立上り片11が隣接する横葺用建築用板へ。
A is engaged with the upper rib part 3.3 at the opposite end, and the rising piece 11 at the rear end is connected to the adjacent building board for horizontal roofing.

への対向する端の下馳部2,2の内部に挿入される。そ
して、この横葺用建築用板Aの下馳部2が吊子13の山
状等の係止部13aにて係止され、且つ吊子13の取付
部13bが前記金属製支持材4又は木製支持材5にリヘ
ソト、ドリルビス等の止着具14にて固着されている。
It is inserted into the inside of the lower leg part 2, 2 at the opposite end to the lower part 2, 2. Then, the lower part 2 of this horizontal roofing building board A is locked by the locking part 13a, such as a mountain shape, of the hanger 13, and the attachment part 13b of the hanger 13 is attached to the metal supporting material 4 or It is fixed to the wooden support member 5 with fasteners 14 such as screws and drill screws.

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の上馳部3が下段の横葺用建築
用板へ〇下馳部2に係合される。このとき、上段の横葺
用建築用板Aの長手方向の中間位置の上馳部3が下段の
横葺用建築用板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
葺外囲体が施工されている。
In this way, a plurality of horizontal building boards A are laminated in the longitudinal direction through the connection points, and then the upper part 3 of the horizontal building board A is placed on the upper side (water side) of this step. It is engaged with the sill part 2 to the lower horizontal roofing architectural board. At this time, the upper part 3 at the longitudinally intermediate position of the upper horizontal roofing building board A is engaged with the lower part 2 at the interval between the lower horizontal building boards A, A, The entire roof is roofed in a single pattern including the connection position (the location of the joint plate C), and a horizontally roofed outer 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
泡合成樹脂板又は木毛板1石綿板等の断熱板15とで形
成したり、或いは第4図に示すように木製支持材5と野
地板等の下地板16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15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、4.a、
・・・・・・が設けられることもある。
The base material B is formed of a metal supporting material 4, a foamed synthetic resin board or a wood wool board, and a heat insulating board 15 such as an asbestos board, as shown in FIG. 1, or a wooden support as shown in FIG. It is formed of a material 5 and a base board 16 such as a roof board. Alternatively, although not shown, there is also a base material B made of reinforced concrete. In addition, as shown in FIG. 15, at the top of the gate-shaped part of the metal support material 4, there are fixed intervals in the longitudinal direction (corresponding to the working width in the width direction of the construction board A for horizontal roofing). ), an example of the main plate 1 (on the water-side sill 2 side) end of the horizontal roofing architectural board A comes into contact with the projections 4a, 4. a,
... may also be provided.

又、前記横葺用建築用板へ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5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12図に示ずように下馳部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。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と上馳部3との範晴に包含される。又、第
2図、第12図、第15図に示す如くその下馳部2に、
上段の横葺用建築用板へ〇上馳部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17が必要に応じて形成されている。図
中18は母屋、胴縁等の構造材である。
In addition, there are various examples of the cross-sectional shape of the horizontal roofing building board, and there are many examples in particular of the lower part 2 and the upper part 3, as shown in FIG. 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. 12, the lower part 2 has a substantially S-shape. Correspondingly, the upper part 3 is formed in an abbreviated shape. Further, although not shown, the lower bar portion 2 and the upper bar portion 3 are not limited to these embodiments, and may have other appropriate shapes as long as they can be engaged with each other. In addition, as shown in FIGS. 2, 12, and 15, the lower part 2 is provided with
When the upper ridge part 3 is engaged with the upper horizontal roof construction board, a substantially triangular gap 17 is formed between the lower ridge part 2, the upper ridge part 3, and the part of the main board 1 closer to the upper ridge part 3. are formed as necessary. Reference numeral 18 in the figure indicates structural members such as the purlin and the rim.

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を各々形成した長平方向に適宜の長さの横葺用
建築用板へを該長平方向に適宜の間隔をおいて下地材B
上に配設し、下部継手主板6の幅方向の略中夫の左右側
に下部防水材7.7を各々貼着した下部継手板Cの下部
防水材7.7と、上部継手主板8の裏面に上部防水月9
を貼着した上部継手板りの上部防水材9とで前記間隔箇
所の隣接する横葺用建築用板A、Aの主板1.1端部を
各々挟持しつつ適宜摺動可能に設&ノ、その」二部継手
板りの前端の屈曲部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
所を極めて簡弔な構成で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
横葺用建築用板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 for horizontal roofing having an appropriate length in the long plane direction is formed with the lower part 2 on one side of the main board 1 and the upper part 3 on the other side. Base material B at intervals
The lower waterproof material 7.7 of the lower joint plate C, which is disposed above and has the lower waterproof material 7.7 affixed to the left and right sides of the center shaft in the width direction of the lower joint main plate 6, and the lower joint plate C, and the upper joint main plate 8. Upper waterproof month 9 on the back side
The upper waterproofing material 9 of the upper joint board to which the above-mentioned upper joint board is attached should be installed so that it can slide as appropriate while holding the main boards 1. By engaging the bent part 10 at the front end of the two-part joint plate with the upper part 3 and inserting the rear end into the lower part 2, firstly, the connection point can be constructed in an extremely simple manner. Second, installation of the connection points can be done easily and quickly, and third, it can respond well to thermal expansion and contraction in the longitudinal direction of the architectural board A for horizontal roofing. play.

該作用効果を詳述すると、まず、下部継手板Cの下部防
水材7.7と、上部継手板りの上部防水材9とで間隔箇
所の隣接する横杆用建築用板A。
To explain the function and effect in detail, first, the lower waterproofing material 7.7 of the lower joint board C and the upper waterproofing material 9 of the upper joint board are adjacent to each other at a distance from each other.

への主板1,1端部を各々挟持したので、横葺外囲体の
接続箇所の主板1.1端と上部継手主板8との間には雨
水が浸入せず、極めて水密性の勝れた接続構造を提供で
きる。
Since the ends of the main plates 1 and 1 are clamped, rainwater does not enter between the ends of the main plates 1 and 1 at the connection point of the horizontal roofing enclosure and the upper joint main plate 8, resulting in extremely watertightness. It is possible to provide a flexible connection structure.

又、特に、本発明では、下部継手板Cの」−に横杆用建
築用板A、Aの主板1.1端を載置し、さらにこの接続
する間隔箇所に上部継手板りを載置するようにして上部
継手板りの屈曲部10を係止することのみで、接続箇所
の施工ができ、構成が極めて簡単であるのみならず、施
工が簡易且つ迅速にできる大きな利点がある。さらに、
下部継手板C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。
In addition, in particular, in the present invention, the main plate 1.1 end of the building boards A and A for the horizontal beams are placed on the lower joint plate C, and the upper joint plate is placed at the connecting interval. By simply locking the bent portion 10 of the upper joint plate in this way, the connection point can be constructed, and there is a great advantage that not only is the construction extremely simple, but the construction can be performed simply and quickly. moreover,
Since the connection point is supported by the lower joint plate C, it can be strengthened by preventing deformation and distortion even if someone steps on that point during work.

さらに前記接続箇所では下部継手板Cの下部防水材7.
7と、上部継手iDの上部防水材9とで間隔箇所の隣接
する横杆用建築用板A、Aの主板1.1端部を各々挟持
しつつ適宜摺動可能に設&Jたことで、その横杆用建築
用板Aが伸縮度の高い材質(wl等)であっても 或い
はその横杆用建築用板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へが該長平方向の外気
温に対応して生ずる熱伸縮を前述の摺動にて吸収するこ
とができるし、特にその下部継手板Cの下部継手主板6
及び上部継手板りの上部継手主板8は間隔箇所の何れの
側の横杆用建築用板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、左右側の横杆用建築用板A、A
ひいては横葺外囲体全体にもだ)応力を生じさせず、特
に外表面に露出する横H用建築用板への主板1には変形
歪等が殆ど発生しないものにできる。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。
Furthermore, at the connection point, the lower waterproof material 7 of the lower joint plate C.
7 and the upper waterproofing material 9 of the upper joint iD are arranged so that they can slide as appropriate while holding the ends of the main plates 1.1 of the building boards A and A for the horizontal beams adjacent to each other at the interval, Even if the architectural board A for the horizontal roofing is made of a material with a high degree of expansion and contraction (WL, etc.), or even if the temperature difference in the area where the architectural board A for the horizontal roofing is installed is large, the architectural board for the horizontal roofing Thermal expansion and contraction that occurs in the plate in response to the outside temperature in the longitudinal direction can be absorbed by the above-mentioned sliding, and especially in the lower joint main plate 6 of the lower joint plate C.
The upper joint main plate 8 of the upper joint board is not fixed to the edge of the building board A for horizontal beams on either side of the interval, and is free, so that the building boards for horizontal beams on the left and right sides. Board A, A
Furthermore, no 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 H building board exposed on the outer surface. 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、水密性を良好ならしめるように下部防水
材7と上部防水拐9とで主板1端を挟持する構成にしつ
つ、これらの下部防水材7と上部防水材9とを下部継手
主板6と上部継手主板8とで被覆するようにしたことで
、接続箇所の強度性を増加させつつその下部防水材7と
上部防水材9の対候性が勝れたものにでき、その接続箇
所の水密性を長期に亘って良好にできる所に本発明の大
きな特長がある。さらに、極めて簡単な構成にであって
も水密的に接続できると同時に、横杆用建築用板Aが咳
長手方向の外気温に対応した熱伸縮をその摺動可能な接
続箇所の挟持部にて吸収することができる大きな利点も
ある。
As described above, while the lower waterproofing material 7 and the upper waterproofing material 9 are configured to sandwich the end of the main plate 1 to ensure good watertightness, the lower waterproofing material 7 and the upper waterproofing material 9 are connected to the lower joint main plate. 6 and the upper joint main plate 8, the lower waterproof material 7 and the upper waterproof material 9 can be made to have excellent weather resistance while increasing the strength of the connection point. A major feature of the present invention is that it can maintain good watertightness over a long period of time. Furthermore, even with an extremely simple configuration, it is possible to connect watertightly, and at the same time, the architectural board A for the horizontal beams can be thermally expanded and contracted in response to the outside temperature in the longitudinal direction to the sandwiching part of the sliding connection point. There is also a big advantage that it can be absorbed.

なお、上部継手板りの上部継手主板8の両側に折返し縁
8a、8aを下方に折返形成ずれば、横葺用建築用板へ
がし平方向に適宜熱伸縮して移動してもその横杆用建築
用板への主板1の外表面に傷等を生じさせないようにで
きるし、さらにその折返し縁8a、8aから仮に雨水が
浸入したとしても、この折返し縁8aと上部防水材9と
の間に中空部が形成され、該中空部にて雨水の毛管現象
を防止して一層良好なろ水密性を図ることができる。
In addition, if the folded edges 8a, 8a are folded downward on both sides of the upper joint main plate 8 of the upper joint board, even if the horizontal construction board is moved by heat expansion and contraction in the horizontal direction, the horizontal It is possible to prevent damage to the outer surface of the main board 1 to the architectural board for rods, and furthermore, even if rainwater enters through the folded edges 8a, 8a, the folded edges 8a and the upper waterproof material 9 A hollow part is formed in between, and the capillary phenomenon of rainwater can be prevented in the hollow part, thereby achieving even better water tightness.

【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111−I矢
視断面図、第4図乃至第9図は本発明の別の実施例の断
面図、第1O図は本発明を構成する主要部材の分解斜視
図、第11図は」二部継手板の斜視図、第12図は本発
明の別の実施例の縦断側面図、第13図は第12図に使
用した下部継手板の一部斜視図、第14図は本発明の作
用状態を示す一部断面図、第15図は描H外囲体の上下
段の係合構造の断面図である。 A・・・・・・横杆用建築用板、B・・・・・・下地材
、C・・・・・・下部継手板、D・・・・1二部継手板
、1・・・・・・主板、 2・・・・・・下馳部、3・
・・・・・上馳部、 6・・・・・・下部継手主板、7
・・・・・・下部防水材、8・・・・・・上部継手主板
、9・・・・・・上部防水材、10・・・・・・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 sectional view taken along the arrow 111-I in Fig. Fig. 9 is a sectional view of another embodiment of the present invention, Fig. 1O is an exploded perspective view of the main components constituting the present invention, Fig. 11 is a perspective view of a two-part joint plate, and Fig. 12 is a cross-sectional view of another embodiment of the present invention. FIG. 13 is a partial perspective view of the lower joint plate used in FIG. 12, FIG. 14 is a partial sectional view showing the operating state of the present invention, and FIG. 15 is a side view of another embodiment. 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 beams, B: Base material, C: Lower joint plate, D: 1 two-part joint plate, 1... ...Main plate, 2...Lower part, 3.
...Upper part, 6...Lower joint main plate, 7
...Lower waterproof material, 8...Upper joint main plate, 9...Upper waterproof material, 10...Bent 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
した長平方向に適宜の長さの横葺用建築用板を該長平方
向に適宜の間隔をおいて下地材上に配設し、下部継手主
板の幅方向の略中夫の左右側に下部防水材を各々貼着し
た下部継手板の下部防水材と、上部継手主板の裏面に上
部防水材を貼着した上部継手板の上部防水材とで前記間
隔箇所の隣接する横葺用建築用板の主板端部を各々挟持
しつつ適宜摺動可能に設け、その上部継手板の前端の屈
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) Place construction boards for horizontal roofing of an appropriate length in the long plane direction, with a lower part formed on one side of the main board and an upper part formed on the other side, on the base material at appropriate intervals in the long direction. The lower waterproof material is attached to the left and right sides of the center shaft in the width direction of the lower joint main plate, and the upper waterproof material is attached to the back side of the upper joint main plate. The upper waterproofing material of the joint plate is provided so as to be able to slide as appropriate while sandwiching the main plate ends of the horizontal construction boards adjacent to each other at the interval, and the bent part of the front end of the upper joint plate is attached to the upper part. A connection structure in a drawing enclosure characterized by engaging and inserting its rear end into a lower part.
JP14657683A 1983-08-12 1983-08-12 Joint structure in cross-covering outer enclosure Pending JPS6040466A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14657683A JPS6040466A (en) 1983-08-12 1983-08-12 Joint structure in cross-covering outer enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14657683A JPS6040466A (en) 1983-08-12 1983-08-12 Joint structure in cross-covering outer enclosure

Publications (1)

Publication Number Publication Date
JPS6040466A true JPS6040466A (en) 1985-03-02

Family

ID=15410816

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14657683A Pending JPS6040466A (en) 1983-08-12 1983-08-12 Joint structure in cross-covering outer enclosure

Country Status (1)

Country Link
JP (1) JPS6040466A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5651144U (en) * 1979-09-19 1981-05-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5651144U (en) * 1979-09-19 1981-05-07

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