JPS6110657A - Connection structure in transverse shingled outer housing - Google Patents

Connection structure in transverse shingled outer housing

Info

Publication number
JPS6110657A
JPS6110657A JP12844384A JP12844384A JPS6110657A JP S6110657 A JPS6110657 A JP S6110657A JP 12844384 A JP12844384 A JP 12844384A JP 12844384 A JP12844384 A JP 12844384A JP S6110657 A JPS6110657 A JP S6110657A
Authority
JP
Japan
Prior art keywords
plate
main
board
horizontal
piece
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
JP12844384A
Other languages
Japanese (ja)
Other versions
JPH0423693B2 (en
Inventor
森谷 敬治
実 近藤
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 JP12844384A priority Critical patent/JPS6110657A/en
Publication of JPS6110657A publication Critical patent/JPS6110657A/en
Publication of JPH0423693B2 publication Critical patent/JPH0423693B2/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】 「産業上の利用分野」 本発明は、接続箇所を簡易な構成で特に強固にできると
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 the connection points to be made particularly strong with a simple structure, can be constructed watertightly, and is resistant to thermal expansion and contraction in the longitudinal direction of building boards for horizontal roofing. This invention relates to a connection structure in a side-roofed enclosure that can be well adapted.

「従来の技術及びその問題点等」 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
り扱い性等の勝れた面より開発5実施しているが、その
接続箇所を簡易な構成で、強固に取付けるものが存在し
なかった。又、水密性等をさらに良好にし、その接続箇
所で横葺用建築用板の長手方向に伸縮自在のものが要望
されている。
"Prior art and its problems, etc." The applicant has already developed a construction board for horizontal roofing with an appropriate length in the longitudinal direction for transportability, ease of handling, etc. for horizontal roofing enclosures such as roofs or walls. However, there was no way to securely attach the connection point with a simple structure. In addition, there is a demand for a construction board for horizontal roofing that has better watertightness and can be expanded and contracted in the longitudinal direction at the connection point.

「問題点を解決するための手段」 そこで発明者は、前記問題点等を解決すべく鋭意、研究
を重ねた結果、本発明を、主板の両側に下馳部及び上馳
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
板をこの長平方向に適宜の間隔をおいて下地材上に配設
し、裏当て主板に複数の膨出条を設け、この隣接する膨
出条間に突片を固着し、この突片の先端に係止部を形成
して裏当て板とし、この裏当て板にて前記間隔箇所の隣
接する横葺用建築用板の主板端縁間箇所の下面を塞ぐよ
うにし、継手主板の下面に逆ハツト型板片を設けた継手
板にて前記間隔箇所覆うようにして逆ハツト型板片を前
記裏当て板の突片に挿入しっつ係止部に係止したことに
より、接続箇所を簡易な構成で特に強固にできると共に
、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問題点等を解決したものである
"Means for Solving the Problems" Therefore, as a result of intensive research in order to solve the above-mentioned problems, the inventor has developed the present invention by forming a lower part and an upper part on both sides of the main plate. Architectural boards for horizontal roofing with an appropriate length in the longitudinal direction are arranged on the base material at appropriate intervals in the longitudinal direction, and a plurality of bulging strips are provided on the main backing plate, and the adjacent bulges are A protruding piece is fixed between the strips, a locking part is formed at the tip of the protruding piece to form a backing plate, and this backing plate is used to connect the edges of the main plates of adjacent building boards for horizontal roofing at the above-mentioned interval. Insert the inverted hat type plate piece into the protruding piece of the backing plate so as to cover the space with a joint plate provided with the inverted hat type plate piece on the lower side of the main joint plate so as to cover the lower surface of the part. By locking to the locking part, the connection point can be made particularly strong with a simple structure, and can be constructed watertight, and can cope well with thermal expansion and contraction in the longitudinal direction of horizontal roofing construction boards, solving the problems mentioned above. This is the solution.

「実施例」 以下、本発明の一実施例を第1図乃至第5図に基づき説
明する。Aは横葺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5m乃至lo数mに形成され、その横葺用建築用
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(氷上側)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。この上馳部3は、
下段の横葺用建築用板A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下
馳部2上馳部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の下面から下馳部2の裏面まで発泡合成樹
脂等の断熱材4が必要に応じて貼着されている(第5図
鎖線参照)。その横葺用建築用板A、Aがその長手方向
に適宜の間隔(約数口乃至約20数cm)をおいて下地
材B上に直列に載置される。このとき、下地材Bに金属
タルキ等の金属製支持材5又は木製支持材等が存在する
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。
"Embodiment" An embodiment of the present invention will be described below with reference to FIGS. 1 to 5. A is a building board for horizontal roofing, and its length in the longitudinal direction is, for example, about 5 m to several meters long so that it can be transported and easily handled. When viewed as a cross section orthogonal to the longitudinal direction, a lower part 2 is formed that goes inward and upward from one side (on the ice side) of the main plate 1, and an upper part 2 that goes inward and downward from the other side (underwater side) of the main plate 1. The ridge portion 3 is integrally formed. This upper part 3 is
It is configured to engage appropriately with the lower ridge portion 2 of the lower horizontal roofing building board A. The main board 1 is bent from one side into a flat part, a gently sloping part and a flat part, and the horizontal architectural board A, which is made up of the main board 1, the lower part 2, and the upper part 3, is a single metal plate. are bent as appropriate and integrally formed, and a heat insulating material 4 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 lower beam part 2. (See the chain line in Figure 5). The building boards A, A for horizontal roofing are placed in series on the base material B at an appropriate interval (about several centimeters to about 20-odd centimeters) in the longitudinal direction. At this time, if there is a metal support material 5 such as metal talc or a wooden support material on the base material B, the horizontal construction board A for horizontal roofing in the longitudinal direction of these materials.
are placed so that their longitudinal directions are orthogonal (including substantially orthogonal).

さらにその簡隔箇所の隣接する横葺用建築用板A。Furthermore, the horizontal roofing construction board A adjacent to the simple space.

Aの対向する同一平面上の主板1,1端縁箇所各々が裏
当て板Cにて裏当てされている。この裏当て板Cは、裏
当て主板60幅方向の中間位置に複数の膨出条6a、6
a、・・・・・・(第3図、第5図等では4条)がその
裏当て主板6の長手方向に膨出形成され、且つ裏当て主
板6の幅方向の両側より、この側部の長手方向に上側に
折返し縁6b、6bが形成されている。その裏当て主板
6の略中央箇所の隣接する膨出条6a、6a間箇所に突
片7が固着されている。この突片7は平面的にみて略丁
字形をなし、その両端側が隣接する膨出条6a。
The edge portions of the main plates 1 and 1 on the same plane facing each other are backed by a backing plate C. This backing plate C has a plurality of bulging stripes 6a, 6 at an intermediate position in the width direction of the main backing plate 60.
a,... (four strips in FIGS. 3, 5, etc.) are formed to bulge in the longitudinal direction of the main backing plate 6, and from both sides of the main backing plate 6 in the width direction, Folded edges 6b, 6b are formed on the upper side in the longitudinal direction of the portion. A projecting piece 7 is fixed to the main backing plate 6 at a substantially central location between adjacent bulging strips 6a, 6a. This projecting piece 7 has a substantially T-shape when viewed from above, and both ends thereof are adjacent bulging strips 6a.

6aにスポット溶接等にて溶着され、その中間片が、先
端にゆくに従って次第に細くなるように形成され、且つ
これに複数(2本)の補強リブが設けられている。又、
この突片7の先端には係止部7aが屈曲形成されている
。この係止部7aは側面からみて半円弧状に形成されて
いるが、これを波形に形成することもある。又、裏当て
主板6の前端には、前記下馳部2に載置する屈曲部8が
設けられ、その裏当て主板6の後端に、垂直状又は適宜
屈曲した立上り片9が設けられている。その゛裏当て主
板6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と略同等をなしている。又、
第5図点線に示すように前記屈曲部8の下端より内方に
係止端縁8aが形成されることもある。
It is welded to 6a by spot welding or the like, and the intermediate piece thereof is formed so as to become gradually thinner toward the tip, and is provided with a plurality of (two) reinforcing ribs. or,
A locking portion 7a is bent at the tip of this protruding piece 7. This locking portion 7a is formed in a semicircular arc shape when viewed from the side, but it may also be formed in a wave shape. Further, the front end of the backing main plate 6 is provided with a bent part 8 to be placed on the lower part 2, and the rear end of the backing main plate 6 is provided with a vertical or appropriately bent rising piece 9. There is. The length of the main backing plate 6 in the front-rear direction and the shape seen from the side thereof are substantially the same as the main plate 1 of the horizontal construction board A described above. or,
As shown by the dotted line in FIG. 5, a locking edge 8a may be formed inward from the lower end of the bent portion 8.

このような裏当て板Cの前側が、下段の横葺用建築用板
A、Aの対向する下馳部2.2端箇所に載置され、後側
が下地材B上に載せられ、そしてこの裏当て板Cの上に
上段の横葺用建築用板A。
The front side of such a backing board C is placed on the lower horizontal roofing building boards A, at the opposing sill parts 2.2 ends of A, the back side is placed on the base material B, and this Architectural board A for upper horizontal roofing on top of backing board C.

Aの対向する主板1,1端縁箇所が支持されている。実
際の施工に当たっては、間隔箇所となる位置に予め裏当
て板Cを下地材B上に載置し、そしてこの上に横葺用建
築用板A、Aの対向する主板1.1端縁箇所を載置する
The opposing main plates 1 and 1 edge portions of A are supported. In actual construction, backing board C is placed on base material B in advance at the position that will be the spacing location, and on top of this, the backing board C for horizontal roofing is placed on the opposite main board 1.1 edge part of A. Place.

Dは継手板であって、継手主板lOの幅方向の両側より
下側に折返し縁10a、10aが形成され、その継手主
板10の下面に前記裏当て板Cの突片7に係止する逆ハ
ツト形板片1)が固着されている。この逆ハツト形板片
1)は断面逆ハット形をなし、この中間のU字状部は平
面的にみて先端にゆくに従って次第に細くなるように形
成され、平面的にみた前記突片7に対応している。その
継手主板10の前端には、前記上馳部3に係合する屈曲
部12が設けられ、その継手主板1oの後端に、立上り
片13が設けられている。その継手主Fj、10の前後
方向の長さ、その側部がらみた形状は前記の横幕用建築
用板Aの主板1と略同等をなし、実際には、継手板りは
その横幕用建築用板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
係止するときに、弾性限度内におけるスプリングバンク
現象にてより密着するように形成することが多い。
Reference numeral D designates a joint plate, in which folded edges 10a, 10a are formed on the lower side of both sides in the width direction of the main joint plate 10, and a reverse edge that engages with the projecting piece 7 of the backing plate C is formed on the lower surface of the main joint plate 10. A hat-shaped plate piece 1) is fixed. This inverted hat-shaped plate piece 1) has an inverted hat-shaped cross section, and the U-shaped part in the middle thereof is formed so as to become gradually thinner toward the tip when viewed in plan, and corresponds to the protruding piece 7 in plan view. are doing. The front end of the joint main plate 10 is provided with a bent portion 12 that engages with the upper rib portion 3, and the rear end of the joint main plate 1o is provided with a rising piece 13. The length of the main joint Fj, 10 in the front-rear direction and the shape viewed from the sides are approximately the same as the main plate 1 of the above-mentioned architectural board A for horizontal curtains, and in reality, the joint board is for the horizontal curtain. It has a shape that is slightly warped compared to the bent state of the main plate 1 of the architectural board A, and when it is placed and locked on the horizontal architectural board A, due to the spring bank phenomenon within the elastic limit. They are often formed so that they are in close contact.

前記継手板りの具体的実施例では、第5図に示すように
継手主板1o及び屈曲部12の幅方向の両側より、この
側部の長平方向の全体に折返し縁10a、10aが下側
に形成されていたり、或いは継手主&10箇所のみの幅
方向の両側に折返し縁IQa、10aが下側に形成され
ている。
In the specific embodiment of the joint plate, as shown in FIG. 5, from both sides of the main joint plate 1o and the bent portion 12 in the width direction, the folded edges 10a, 10a are formed downwardly on the entire longitudinal direction of the side portions. Alternatively, folded edges IQa, 10a are formed on the lower side on both sides in the width direction of only the main & 10 joints.

又、前記突片7と逆ハツト形板片1)との係止構造を具
体的に述べると、その逆ハツト形板片1゛1が突片7に
係止されると同時に、その係止部7aの基部が逆ハツト
形板片1)の外縁に当接して係止が確実になる(第1図
乃至第4図参照)。
Also, to specifically describe the locking structure between the protruding piece 7 and the inverted hat-shaped plate piece 1), when the inverted hat-shaped plate piece 1'1 is locked to the protruding piece 7, the locking The base of the portion 7a abuts against the outer edge of the inverted hat-shaped plate piece 1), ensuring secure locking (see FIGS. 1 to 4).

前記継手板り等による接続部の取付構造として、第3図
に示す如くその継手板りが、前記間隔箇所の隣接する横
幕用建築用板A、Aの対向する主板1.1端縁箇所が覆
われるようにして載置されっ゛つその継手板りの逆ハツ
ト形板片1)が前記裏当て板Cの突片7に係止され、且
つその係止部7aに係止されて取付けられている。そし
て継手板りの前端の屈曲部12が前記隣接する横幕用建
築用板A、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13が隣接する横幕用建築用板A、
Aの対向する端の下馳部2,2の内部に挿入される。そ
して横幕用建築用板Aの下馳部2が吊子14の山伏等の
係止部14aにて係止され、且つ吊子14の取付部14
bが前記金属製支持材5又は木製支持材にリベット、ド
リルビス等の固着具15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幕用建築用板Aがこの長手方
向に直列に複数葺成され、次いでこの段の上側(水上(
J!I )に、横幕用建築用板Aの下馳s3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
段の横幕用建築用板Aの長手方向の中間位置の上馳部3
が下段の横幕用建築用板A、Aの間隔箇所の下馳部2,
2に係合され、順次接続位置(継手板りの箇所)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
壁等の横幕外囲体が施工されている。
As shown in FIG. 3, as for the mounting structure of the connection part using the joint board etc., the joint board is attached to the opposite main plate 1.1 edge part of the horizontal curtain building board A, A adjacent to the space part. The inverted hat-shaped plate piece 1) of the joint plate is latched to the protrusion 7 of the backing plate C, and is latched to the latching portion 7a thereof. installed. The bent portion 12 at the front end of the joint board is engaged with the upper edge portion 3.3 at the opposite end of the adjacent horizontal curtain building boards A, A,
Architectural board A for horizontal curtains, where the rising piece 13 at the rear end is adjacent;
It is inserted inside the lower legs 2, 2 at opposite ends of A. Then, the lower part 2 of the horizontal curtain building board A is locked with the locking part 14a of the hanger 14, and the mounting part 14 of the hanger 14 is fixed.
b is fixed to the metal supporting material 5 or the wooden supporting material with a fixing device 15 such as a rivet or a drill screw. In this way, a plurality of building boards A for the horizontal curtain are laid in series in the longitudinal direction via the connection points, and then the upper side of this stage (water level) is installed.
J! In I), the lower ridge s3 of the horizontal roofing construction board A is engaged with the lower ridge part 2 of the lower horizontal roofing construction board. At this time, the upper edge part 3 at the intermediate position in the longitudinal direction of the upper horizontal curtain building board A
is the building board A for the horizontal curtain on the lower tier, the lower leg part 2 at the interval between A,
2, and the entire roof, including the connecting positions (joint board locations), is roofed in a single pattern, and an 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5と発
泡合成樹脂板又は木毛板9石綿板等の断熱板16とで形
成されたり、或いは図示しないが、垂木等の木製支持材
と野地板等の下地板とで形成されている。さらに図示し
ないが、鉄筋コンクリート製の下地材Bも存在する。
As shown in FIG. 1, the base material B is formed of a metal supporting material 5, a foamed synthetic resin board or a wood wool board 9, and a heat insulating board 16 such as an asbestos board, or, although not shown, a wooden support such as a rafter. It is made of timber and a base plate such as a field board. Although not shown, there is also a base material B made of reinforced concrete.

第6図には、上下段の横幕用建築用板A、Aの係合構造
が示されている。又、この横幕用建築用板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、第6
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5字状に形成されされている。或いは図示し
ないが、係合できるものであるならば他の適宜の形状下
馳部2下馳部3でもよく、これらの実施例に限定されな
い。又、第2図、第6図に示す如くその下馳部2に、上
段の横幕用建築用板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17が必要に応して形成されている。図中
18は母屋、胴縁等の構造材である。
FIG. 6 shows the engagement structure of the upper and lower horizontal curtain building boards A, A. In addition, there are various examples of the cross-sectional shape of this architectural board A for horizontal curtains, and there are many examples in particular of the lower part 2 and the upper part 3, as shown in FIGS. Figure, 6th
As shown in the figure, the lower ridge portion 2 has a mountain shape, and the upper ridge portion 3 is formed in a 5-shape corresponding to this. Alternatively, although not shown in the drawings, the lower bar part 2 and the lower bar part 3 may have any other suitable shape as long as they can be engaged with each other, and the present invention is not limited to these embodiments. Further, as shown in FIGS. 2 and 6, when the upper frame part 3 of the upper horizontal curtain building board A is engaged with the lower frame part 2, the lower frame part 2 and the upper frame part 3 are engaged with each other. A substantially triangular gap 17 is formed as necessary between the main plate 1 and a portion closer to the upper edge 3. Reference numeral 18 in the figure indicates structural members such as the purlin and the rim.

「発明の効果」 本発明においては、主板1の両側に下馳部2及び上馳部
3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Aをこの長手方向に適宜の間隔をおいて下地材B上に
配設し、裏当て主板6に複数の膨出条6a、6a・・・
・・・を設け、この隣接する膨出条6a、6a間に突片
7を固着し、この突片7の先端に係止部7aを形成して
裏当て板Cとし、この裏当て板Cにて前記間隔箇所の隣
接する横幕用建築用板A、Aの主板1,1端縁間箇所の
下面を塞ぐようにし、継手主板10の下面に逆ハット型
板片1)を設けた継手板りにて前記間隔箇所覆うように
して逆ハット型板片1)を前記裏当て板Cの突片7に挿
入しつつ係止部7aに係止したことにより、第1に接続
箇所を強固にでき、第2に接続箇所の取付施工が極めて
簡易且つ迅速にできるし、第3にその接続箇所を水密的
に施工できるし、第4に横杆用建築用板Aの長手方向の
熱伸縮に良好に対応できる等の作用効果を奏する。
"Effects of the Invention" In the present invention, a building board A for horizontal curtains having an appropriate length in the longitudinal direction, in which the lower part 2 and the upper part 3 are formed on both sides of the main board 1, is arranged in an appropriate length in the longitudinal direction. A plurality of bulging stripes 6a, 6a, . . . are arranged on the base material B at intervals, and on the main backing plate 6
..., a protruding piece 7 is fixed between the adjacent bulging strips 6a, 6a, and a locking part 7a is formed at the tip of this protruding piece 7 to form a backing plate C. A joint in which an inverted hat-shaped plate piece 1) is provided on the lower surface of the joint main plate 10, so as to close the lower surface of the area between the edges of the main plates 1 and 1 of the horizontal curtain building boards A and A adjacent to each other at the interval. By inserting the inverted hat-shaped plate piece 1) into the protruding piece 7 of the backing plate C so as to cover the space at the interval with a plate and locking it in the locking part 7a, firstly, the connection point is strengthened. Second, the connection can be installed extremely easily and quickly. Third, the connection can be installed watertight. Fourth, the construction board A for the horizontal beam can be easily expanded and contracted by heat in the longitudinal direction. It has the advantage of being able to respond well to the situation.

該作用効果を詳述すると、まず、継手板りの逆ハツト形
板片1)を前記裏当て板Cの突片7に係止することで、
同時に逆ハツト形板片1)が係止部7aに係止され、こ
れによって、その継手箇所を覆いつつ裏当て板Cと継手
板りとでその隣接する横杆用建築用板A、Aの主板1,
1端縁間箇所を挟持するような継手接続施工が極めて簡
易且つ迅速できるし、その逆ハツト形板片1)と係止部
7aとの係止構造にて強い風雨があったり、或は地震等
の振動があっても継手板りが裏当て板Cに対してガタ付
きがなく、このガタ付き等による継。
To explain the function and effect in detail, first, by locking the inverted hat-shaped plate piece 1) of the joint plate to the protruding piece 7 of the backing plate C,
At the same time, the inverted hat-shaped plate piece 1) is locked in the locking part 7a, thereby covering the joint area and connecting the adjacent building boards A, A with the backing plate C and the joint plate. Main plate 1,
It is extremely easy and quick to connect the joint by pinching the part between the two edges, and the locking structure between the inverted hat-shaped plate piece 1) and the locking part 7a prevents strong winds, rain, or earthquakes. The joint plate does not rattle against the backing plate C even if there is vibration such as, etc., and the joint is caused by this rattling.

手板りへの傷等の損傷も防止でき、しかも極めて外れに
くくでき接続箇所を強固にできる。さらに、その係止施
工は挿入して少し押圧するのみであるため、極めて能率
的にできる。ひいては横杆外囲体全体の作業能率を向上
させることができる。さらに裏当て板Cにて接続箇所を
支持したので、作業中等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。
It can prevent damage such as scratches to the handboard, and it is also extremely difficult to come off, making the connection point stronger. Furthermore, the locking process can be done extremely efficiently by simply inserting it and pressing it a little. As a result, the working efficiency of the entire horizontal rod enclosure can be improved. Furthermore, since the connection point is supported by the backing plate C, even if the connection point is stepped on during work, deformation and distortion can be prevented and the connection point can be strengthened.

又、接続箇所を断面としてみたときに、その主板1.1
端縁からその間隔箇所に雨水が浸入したとしても、裏当
て主板6に複数の膨出条6a、6a、・・・・・・を設
けた裏当て板Cなる隠れ樋状部に流下して水下側から外
部に流出させることができ、極めて簡単なる構成にて水
密性の勝れた接続構造を提供できる。
Also, when looking at the connection point as a cross section, the main plate 1.1
Even if rainwater intrudes from the edge into the space between the edges, it will flow down into the hidden gutter-like part of the backing plate C, which has a plurality of bulging stripes 6a, 6a, . . . provided on the main backing plate 6. Water can flow out from the bottom side, and a connection structure with excellent watertightness can be provided with an extremely simple configuration.

又、その横杆用建築用板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、その横杆用建築用板Aの
長手方向の外気温に対応して生ずる熱伸縮を、その接続
箇所の間隔箇所の存在によって吸収することができるし
、特にその継手板り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ひいては横杆
外囲体全体にも熱応力を生じさせず、特に外表面に露出
する横杆用建築用板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。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 beam is made of a material with high elasticity (copper, etc.)
, or even if the temperature difference in the area where the horizontal beam building board A is installed is large, the thermal expansion and contraction that occurs in the longitudinal direction of the horizontal beam building board A in response to the outside temperature, This can be absorbed by the presence of the spacing point at the connection point, and in particular, the joint board is not fixed to the ends of the transverse building board A on either side of the spacing point and is free. For this reason, thermal stress is not generated on the left and right building boards A for horizontal bars, A and even the entire outer envelope of the horizontal bars, and especially on the main plate 1 of building board A for horizontal bars exposed on the outer surface. It can be made to have almost no deformation distortion or the like. 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 reduction in strength due to strain generation and the plate rattling 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、外気温に対応した横杆用建築用板Aの長手方向の熱
伸縮をその接続箇所の間隔箇所等にて吸収することがで
き、これらの構成が極めて簡単で、簡易且つ迅速に接続
施工でき、しかも安価に接続施工できる所に本発明の大
きな利点がある。
As described above, it is possible to make a strong and watertight connection, and at the same time, it is possible to absorb thermal expansion and contraction in the longitudinal direction of the horizontal beam building board A corresponding to the outside temperature at the intervals between the connection points, etc. The great advantage of the present invention is that these structures are extremely simple and can be connected simply and quickly, and can be done at low cost.

なお、その逆ハツト形板片1)のU字状部及び突片7の
中間片を平面的にみて先端にゆくに従っ゛て次第に細く
なるように形成すると、その逆ハツト形板片1)と突片
7との挿入のみでそのテーパー利用の固定が可能である
In addition, if the U-shaped part of the inverted hat-shaped plate piece 1) and the intermediate piece of the protruding piece 7 are formed so as to become gradually thinner toward the tip when viewed in plan, the inverted hat-shaped plate piece 1) Fixation using the taper is possible only by inserting the protruding piece 7.

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

図面は本発明の一実施例を示すものであって、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図は逆ハツト形板片に係止部付き突片を係止した状態
の斜視図、第5図は本発明を構成する主要部材の分解斜
視図、第6図は横杆外囲体の上下段を係合した状態の断
面図である。 A・・・・・・横杆用建築用板、 B・・・・・・下地
材、C・・・・・・裏当て板、    D・・・・・・
継手板、1・・・・・・主板、      2・・・・
・・下馳部、3・・・・・・上馳部、      6・
・・・・・裏当て主板、6a・・・・・・膨出条、  
    7・・・・・・突片、7a・・・・・・係止部
、    10・・・・・・継手主板、1)・・・・・
・逆ハツト形板片。
The drawings show one embodiment of the present invention, in which 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. Figure 2 is a sectional view taken along arrows - ■, Figure 4 is a perspective view of a protruding piece with a locking part being locked to an inverted hat-shaped plate piece, and Figure 5 is an exploded perspective view of the main components constituting the present invention. , FIG. 6 is a cross-sectional view of the horizontal rod outer enclosure in a state where the upper and lower stages are engaged. A... Architectural board for horizontal rods, B... Base material, C... Backing board, D...
Joint plate, 1... Main plate, 2...
・Lower part, 3... Upper part, 6.
...Backing main plate, 6a...Bulging strip,
7... Projection piece, 7a... Locking part, 10... Joint main plate, 1)...
・Inverted hat-shaped plate piece.

Claims (1)

【特許請求の範囲】[Claims] (1)主板の両側に下馳部及び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この長手方向に
適宜の間隔をおいて下地材上に配設し、裏当て主板に複
数の膨出条を設け、この隣接する膨出条間に突片を固着
し、この突片の先端に係止部を形成して裏当て板とし、
この裏当て板にて前記間隔箇所の隣接する横葺用建築用
板の主板端縁間箇所の下面を塞ぐようにし、継手主板の
下面に逆ハット型板片を設けた継手板にて前記間隔箇所
覆うようにして逆ハット型板片を前記裏当て板の突片に
挿入しつつ係止部に係止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 with appropriate lengths in the longitudinal direction, each having a lower part and an upper part on both sides of the main board, are placed on the base material at appropriate intervals in the longitudinal direction. , a backing plate is formed by providing a plurality of bulging stripes on the backing main plate, fixing protruding pieces between the adjacent bulging stripes, and forming a locking part at the tip of the protruding piece;
This backing plate is used to cover the lower surface of the area between the edges of the main plates of the horizontal construction boards adjacent to the above-mentioned space, and the joint plate with an inverted hat-shaped plate piece provided on the underside of the main joint plate is used to cover the space between the above-mentioned distances. 1. A connection structure for a horizontally roofed outer enclosure, characterized in that an inverted hat-shaped plate piece is inserted into the projecting piece of the backing plate so as to cover the part and is locked in the locking part.
JP12844384A 1984-06-23 1984-06-23 Connection structure in transverse shingled outer housing Granted JPS6110657A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12844384A JPS6110657A (en) 1984-06-23 1984-06-23 Connection structure in transverse shingled outer housing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12844384A JPS6110657A (en) 1984-06-23 1984-06-23 Connection structure in transverse shingled outer housing

Publications (2)

Publication Number Publication Date
JPS6110657A true JPS6110657A (en) 1986-01-18
JPH0423693B2 JPH0423693B2 (en) 1992-04-23

Family

ID=14984848

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12844384A Granted JPS6110657A (en) 1984-06-23 1984-06-23 Connection structure in transverse shingled outer housing

Country Status (1)

Country Link
JP (1) JPS6110657A (en)

Also Published As

Publication number Publication date
JPH0423693B2 (en) 1992-04-23

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