JPH0363625B2 - - Google Patents
Info
- Publication number
- JPH0363625B2 JPH0363625B2 JP20083083A JP20083083A JPH0363625B2 JP H0363625 B2 JPH0363625 B2 JP H0363625B2 JP 20083083 A JP20083083 A JP 20083083A JP 20083083 A JP20083083 A JP 20083083A JP H0363625 B2 JPH0363625 B2 JP H0363625B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- joint
- main
- horizontal
- board
- 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
Links
- 238000010276 construction Methods 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 14
- 239000002184 metal Substances 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 230000008602 contraction Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (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.
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, which has 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.
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、裏当て主板に数の膨出条を設け、該隣接する
膨出条間に被係止片を固着し、且つその幅方向の
両側より上側に折返し縁を形成して裏当て板と
し、該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、継手主板の幅方向の両側より下側に折返し縁
を形成し、且つ継手主板の下面に係止片を設けた
継手板にて前記間隔箇所覆うようにして該継手板
の係止片を前記裏当て板の被係止片に係止し、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、前記課題を解決した
ものである。
Therefore, as a result of intensive research in order to solve the above problem, the inventor developed the invention by forming an inner engaging part on one side edge of the main plate and an outer engaging part on the other side in the longitudinal direction. Architectural boards for horizontal roofing of appropriate lengths are arranged on the base material at appropriate intervals in the longitudinal direction, and a number of bulging strips are provided on the main backing plate, and between the adjacent bulging strips. A backing plate is formed by fixing the locked piece and forming a folded edge on the upper side of both sides in the width direction, and the main plate edge of the horizontal construction board adjacent to the above-mentioned interval is formed on the backing plate. The lower surface of the gap is covered, folded edges are formed on the lower side of both sides in the width direction of the main joint plate, and a locking piece is provided on the lower surface of the main joint plate so as to cover the gap. The locking piece of the joint plate is locked to the locked piece of the backing plate, the bent part of the front end of the joint plate is engaged with the outer engaging part, and the rear end is inserted into the inner engaging part. This solves the above-mentioned problems by simplifying the structure of the connection points, allowing construction to be extremely watertight, and effectively dealing with thermal expansion and contraction in the longitudinal direction of horizontal roofing construction boards.
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4が必要に応じて貼着
されている(第5図点線参照)。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cm
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6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端縁箇所各々が裏当て板Cにて裏当てさ
れている。該裏当て板Cは、裏当て主板7の幅方
向の中間位置に複数の膨出条7a,7a,…(第
3図乃至第5図等では4条)がその裏当て主板7
の長手方向に膨出形成され、且つ裏当て主板7の
幅方向の両側より、該側部の長手方向に上側に折
返し縁7b,7bが形成されている。その裏当て
主板7の略中央箇所の隣接する膨出条7a,7a
間箇所に被係止片8が固着されている。又、裏当
て主板7の前端には、前記内側係合部2に載置す
る屈曲部9が設けられ、その裏当て主板7の後端
に、垂直状又は適宜屈曲した立上り片10が設け
られている。その裏当て主板7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9の下端より内方に
係止端縁9aが形成されることもある。 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, so that it can be transported and easily handled. 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 4 such as a 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. (See the dotted line in Figure 5). The architectural boards A and A for horizontal roofing are spaced at appropriate intervals (about several centimeters) in the longitudinal direction.
They are placed in series on the base material B with a distance of about 20 cm) to about 20 cm). At this time, if a metal support material 5 such as metal taruki or a wooden support material 6 is present on the base material B, the longitudinal direction of the horizontal roofing building board A is perpendicular (approximately (including orthogonal). Further, the edge portions of the main plates 1, 1 on the opposing same plane of the horizontal building boards A, A which are adjacent to each other at the interval are each backed by a backing plate C. The backing plate C has a plurality of bulging stripes 7a, 7a, ... (4 stripes in FIGS. 3 to 5, etc.) at an intermediate position in the width direction of the backing main plate 7.
The main backing plate 7 is formed to bulge out in the longitudinal direction, and folded edges 7b, 7b are formed on both sides of the main backing plate 7 in the longitudinal direction on the upper side in the longitudinal direction. Adjacent bulging strips 7a, 7a at approximately the center of the main backing plate 7
A locked piece 8 is fixed at the intermediate location. Further, the front end of the backing main plate 7 is provided with a bent part 9 that rests on the inner engaging part 2, and the rear end of the backing main plate 7 is provided with a vertical or appropriately bent rising piece 10. ing. The length of the backing main board 7 in the front-rear direction and the shape seen from the side thereof are substantially the same as the main board 1 of the horizontal construction board A described above. Further, as shown by the dotted line in FIG. 5, a locking edge 9a may be formed inward from the lower end of the bent portion 9.
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、対向する主板1,1端縁箇
所が支持されている。実際の施工に当たつては、
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 front side of such a backing board C is placed on the inner engaging part 2 of the lower horizontal roofing building board A, the back side is placed on the base material B, and the opposing main plates 1, 1 edge portion is supported. For actual construction,
Place the backing plate C in advance at the spacing location and place the base material B.
Place the building board A for horizontal roofing on top.
Place the opposing main plates 1 and 1 edge portions of A.
Dは継手板であつて、継手主板11の幅方向の
両側より下側に折返し縁11a,11aが形成さ
れ、その継手主板11の下面に前記裏当て板Cの
被係止片8に係止する係止片12が固着されてい
る。その継手主板11の前端には、前記外側係合
部3に係合する屈曲部13が設けられ、その継手
主板11の後端に、立上り片14が設けられてい
る。その継手主板11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D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
に載置係止するときに、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。 D is a joint plate, and folded edges 11a, 11a are formed on the lower side of both widthwise sides of the joint main plate 11, and the lower surface of the joint main plate 11 is locked to the locked piece 8 of the backing plate C. A locking piece 12 is fixed thereto. The front end of the joint main plate 11 is provided with a bent portion 13 that engages with the outer engaging portion 3, and the rear end of the joint main plate 11 is provided with a rising piece 14. The length of the joint main plate 11 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 D is the horizontal roofing architectural board A. It has a shape that is slightly warped compared to the bent state of the main plate 1 of plate A, and when placed and locked on the horizontal construction board A, it adheres more closely due to the springback phenomenon within the elastic limit. It is often formed like this.
前記継手板Dの具体的実施例では、第5図,第
6図に示すように継手主板11及び屈曲部13の
幅方向の両側より、該側部の長手方向の全体に折
返し縁11a,11aが下側に形成されていた
り、或いは第7図に示すように継手主板11のみ
の幅方向の両側に折返し縁11a,11aが下側
に形成されている。 In a specific embodiment of the joint plate D, as shown in FIGS. 5 and 6, folded edges 11a, 11a are formed from both sides of the joint main plate 11 and the bent portion 13 in the width direction to the entire longitudinal direction of the side portions. are formed on the lower side, or, as shown in FIG. 7, folded edges 11a, 11a are formed on the lower side of only the main joint plate 11 on both sides in the width direction.
又、前記被係止片8と係止片12との係止構造
関係を具体的に述べると、その被係止片8が第5
図に示すように突片8a付きのもので、これに対
し係止片12は断面ハツト形のものが上下逆に取
付けられ(第5図参照)、その被係止片8の突片
8aに断面ハツト形の係止片12が係止される
(第1図乃至第3図参照)。又、第8図に示すよう
に単に平板片状の被係止片8として形成され、第
7図に示すような断面ハツト形のものに突片12
aが一体化されて係止片12としたもので、該係
止片12の突片12aがその平板片状の被係止片
8に係止される(第4図参照)。前記被係止片8
と係止片12には補強リブが必要に応じて設けら
れている(第2図乃至第5図,第7図等参照)。 Further, to specifically describe the locking structural relationship between the locked piece 8 and the locking piece 12, the locked piece 8 is the fifth
As shown in the figure, the locking piece 12 has a hat-shaped cross section and is attached upside down (see Figure 5), and the locking piece 12 is attached to the protrusion 8a of the locking piece 8. A locking piece 12 having a hat-shaped cross section is locked (see FIGS. 1 to 3). Further, as shown in FIG. 8, the locking piece 8 is simply formed in the form of a flat plate, and the projecting piece 12 is formed into a hat-shaped cross section as shown in FIG.
a is integrated to form a locking piece 12, and a projecting piece 12a of the locking piece 12 is locked to the flat plate-shaped locked piece 8 (see FIG. 4). The locked piece 8
The locking piece 12 is provided with reinforcing ribs as necessary (see FIGS. 2 to 5, 7, etc.).
又、第6図に示すように係止片12の取付辺の
長さを長くして補強片12b,12bとして形成
されることもある。 Further, as shown in FIG. 6, the attachment sides of the locking pieces 12 may be made longer to form reinforcing pieces 12b, 12b.
前記継手板D等による接続部の取付構造として
第3図,第4図に示す如くその継手板D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端縁箇所が覆われるようにして載
置されつつその継手板Dの係止片12が前記裏当
て板Cの被係止片8に係止されて取付けられてい
る。そして継手板Dの前端の屈曲部13が前記隣
接する横葺用建築用板A,Aの対向する端の外側
係合部3,3に係合され、その後端の立上り片1
4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
横葺用建築用板Aの内側係合部2が吊子15の山
状等の係止部15aにて係止され、且つ吊子15
の取付部15bが前記金属製支持材5又は木製支
持材6にリベツト,ドリルビス等の止着具16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が該長手方向に直列に複数
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の長手方向の中間位
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D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。 As shown in FIGS. 3 and 4, the connection structure using the joint plate D etc. is such that the joint plate D is attached to the opposing main plates 1, 1 of the horizontal building boards A, A adjacent to each other at the interval. The locking piece 12 of the joint plate D is secured to the locking piece 8 of the backing plate C while being mounted so that the edge portion is covered. Then, the bent part 13 at the front end of the joint plate D is engaged with the outer engaging parts 3, 3 at the opposite ends of the adjacent horizontal building boards A, A, and the rising piece 1 at the rear end
4 are inserted into the inner engaging portions 2, 2 at opposite ends of the adjacent horizontal roofing building boards A, A. Then, the inner engaging portion 2 of the horizontal roofing building board A is locked with the locking portion 15a of the hanger 15, such as a mountain-shaped locking portion 15a, and the hanger 15
The mounting portion 15b is fixed to the metal support member 5 or the wooden support member 6 with a fastener 16 such as a rivet or a drill screw. In this way, a plurality of building boards A for horizontal roofing are laid in series in the longitudinal direction via the connection points, and then the outer engagement of the building boards A for horizontal roofing is applied to the upper side (water side) of this step. The portion 3 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 the longitudinal intermediate position of the upper horizontal roofing building board A is connected to the lower horizontal roofing building board A, A.
It is engaged with the inner engaging parts 2, 2 at the intervals of , and is successively roofed in a single pattern including the connection position (the joint plate D), and is installed on the outside of the horizontal roof such as a roof or wall. The enclosure is being 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,石綿板等の断
熱板17とで形成されたり、或いは第4図に示す
ように垂木等の木製支持材6と野地板等の下地板
18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9図に示すように前記金属製支持材5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5a,5a,…が設けられるこ
ともある。 The base material B is formed of a metal supporting material 5 and a heat insulating board 17 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. It is formed of a wooden supporting material 6 and a base plate 18 such as a roof board. Or, although not shown,
There is also a base material B made of reinforced concrete. or,
As shown in FIG. 9, the top of the portal portion of the metal support member 5 is spaced at regular intervals in the longitudinal direction (corresponding to the working width in the width direction of the horizontal roofing building board A).
Protrusions 5a, 5a, etc. having a right triangular cross-section may be provided to suitably abut one side (the inner engaging part 2 side on the water side) of the main plate 1 of the horizontal construction board A. .
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
されている。或いは図示しないが、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8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19が必要に応じて
形成されている。図中20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,
Corresponding to this, the outer engaging portion 3 is formed in an L-shape. Alternatively, although not shown in the drawings, the invention is not limited to these embodiments, and other appropriate shapes that can be engaged are also included in the category of the inner engaging part 2 and the outer engaging part 3. Further, as shown in FIGS. 2 and 8, when the outer engaging portion 3 of the upper horizontal roofing building board A is engaged with the inner engaging portion 2, the inner engaging portion 2 and the outer engaging portion 3 are engaged with each other. A substantially triangular gap 19 is formed between the joint portion 3 and a portion of the main plate 1 closer to the outer engaging portion 3 as required. In the figure, numeral 20 indicates structural members such as the purlin and the rim.
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、裏当
て主板7に複数の膨出条7a,7a,…を設け、
該隣接する膨出条7a,7a間に被係止片8を固
着し、且つその幅方向の両側より上側に折返し縁
7b,7bを形成して裏当て板Cとし、該裏当て
板Cにて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端縁間箇所の下面を塞ぐよう
にし、継手主板11の幅方向の両側より下側に折
返し縁11a,11aを形成し、且つ継手主板1
1の下面に係止片12を設けた継手板Dにて前記
間隔箇所覆うようにして該継手板Dの係止片12
を前記裏当て板Cの被係止片8に係止し、さらに
継手板Dの前端の屈曲部13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2に接続箇所を強固にで
きるし、第3にその接続箇所を極めて水密的に施
工できるし、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. are arranged on the base material B at appropriate intervals, and a plurality of bulging strips 7a, 7a, ... are provided on the backing main plate 7,
A piece to be locked 8 is fixed between the adjacent bulging strips 7a, 7a, and folded edges 7b, 7b are formed above both sides in the width direction to form a backing plate C. so as to close the lower surface of the area between the edges of the main plates 1, 1 of the adjacent horizontal building boards A, A at the interval, and form folded edges 11a, 11a on the lower side of both sides of the joint main plate 11 in the width direction. and the joint main plate 1
1. The locking piece 12 of the joint plate D is arranged so as to cover the space between the joint plate D and the locking piece 12 provided on the lower surface of the joint plate D.
was locked to the locked piece 8 of the backing plate C, the bent part 13 of the front end of the joint plate D was engaged with the outer engaging part 3, and the rear end was inserted into the inner engaging part 2. As a result, firstly, the connection can be installed extremely easily and quickly, secondly, the connection can be made stronger, thirdly, the connection can be installed extremely watertight, and fourthly, the connection can be installed very easily and quickly. It has the effect of being able to cope well with thermal expansion and contraction in the longitudinal direction of the architectural board A for roofing.
これらの効果について詳述すると、まず、継手
板Dの係止片12を前記裏当て板Cの被係止片8
に係止することで、継手箇所を覆いつつ裏当て板
Cと継手板Dとでその隣接する横葺用建築用板
A,Aの主板1,1端縁間箇所を挾持するような
継手接続施工が極めて簡易且つ迅速でき、その係
止構造にて強い風雨があつても継手板Dが外れる
こともなく接続箇所を強固にできる。特に、本発
明では、そのその係止施工が簡単であるため、係
止するのにも僅かな力で済み、極めて能率的にで
き、ひいては横葺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つた
としても変形歪等を防止して強固にできる。 To explain these effects in detail, first, the locking piece 12 of the joint plate D is connected to the locked piece 8 of the backing plate C.
A joint connection in which the backing plate C and the joint plate D sandwich the area between the edges of the main plates 1 and 1 of the adjacent horizontal building boards A and A while covering the joint part by locking the joint part. Construction is extremely simple and quick, and the locking structure prevents the joint plate D from coming off even in strong wind and rain, making the connection point strong. In particular, in the present invention, since the locking construction is simple, only a small amount of force is required for locking, which makes it extremely efficient and can improve the work efficiency of the entire horizontal roof enclosure. can. Furthermore, since the connection point is supported by the backing plate C, it can be strengthened by preventing deformation and distortion even if the connection point is stepped on during work or the like.
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7に複数の膨出条7a,7
a,…を設け、且つその幅方向の両側より上側に
折返し縁7b,7bを形成した裏当て板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優
れた接続構造を提供できる。 Also, when looking at the connection point as a cross section, even if rainwater intrudes from the edges of the main plates 1, 1 into the space between them, the backing main plate 7 has a plurality of bulging strips 7a, 7.
a, ..., and has folded edges 7b, 7b formed above both sides in the width direction.The water can flow down to a hidden gutter-like part called a backing plate C, and can be made to flow out from the underwater side to the outside, which is extremely simple. With this configuration, a connection structure with excellent watertightness can be provided.
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の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の
存在によつて吸収することができるし、特にその
継手板D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Dの折返し縁11a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。以上のようなことは地
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 that occurs in response to the outside temperature in the longitudinal direction of the construction board A can be absorbed by the presence of the spacing points at the connection points, and in particular, the joint plate D Since the side building boards A for horizontal roofing are not fixed to the ends and are free, thermal stress is applied to the left and right side building boards A, A, and even the entire horizontal roofing envelope. In particular, the main plate 1 of the horizontal roofing architectural board A exposed on the outer surface can be made to have almost no deformation strain. In addition, since the folded edge 11a of the joint plate D is folded back,
Even if the architectural board A for horizontal roofing is appropriately thermally expanded and contracted and moved, scratches etc. can be prevented from occurring on the outer surface of the main board 1 of the architectural board A for horizontal roofing. By doing the above, it is 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 decrease in strength due to the generation of strain 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、横葺用建築用板Aの該長手方向の外
気温に対応した熱伸縮をその接続箇所の間隔箇所
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特長が
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 the thermal expansion and contraction corresponding to the outside temperature in the longitudinal direction of the horizontal building board A at the intervals between the connection points. 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.
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
例の断面図、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,第7図は別の実施例の継
手板の斜視図、第8図は別の実施例の裏当て板の
斜視図、第9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……
裏当て板、D……継手板、1……主板、2……内
側係合部、3……外側係合部、7……裏当て主
板、7a……膨出条、7b……折返し縁、8……
被係止片、11……継手主板、11a……係止
縁、12……係止片、13……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.
4 is a sectional view of another embodiment of the present invention, FIG. 5 is an exploded perspective view of the main components constituting the present invention, and FIGS. 6 and 7 are another embodiment FIG. 8 is a perspective view of a backing plate of another embodiment, and FIG. 9 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...
Backing plate, D...Joint plate, 1...Main plate, 2...Inner engaging part, 3...Outer engaging part, 7...Main backing plate, 7a...Bulging strip, 7b...Folding edge , 8...
Locked piece, 11... Joint main plate, 11a... Locking edge, 12... Locking piece, 13... Bent portion.
Claims (1)
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、裏当て主板に複数の膨出条を
設け、該隣接する膨出条間に被係止片を固着し、
且つその幅方向の両側より上側に折返し縁を形成
して裏当て板とし、該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、継手主板の幅方向の両側より
下側に折返し縁を形成し、且つ継手主板の下面に
係止片を設けた継手板にて前記間隔箇所覆うよう
にして該継手板の係止片を前記裏当て板の被係止
片に係止し、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. disposed on the base material, providing a plurality of bulging stripes on the backing main plate, and fixing the locked piece between the adjacent bulging strips;
Further, a folded edge is formed above both sides in the width direction to serve as a backing plate, and the backing plate closes the lower surface of the area between the edges of the main plates of the horizontal construction boards adjacent to the space. , a joint plate having folded edges formed below both sides in the width direction of the joint main plate and locking pieces provided on the lower surface of the joint main plate covers the above-mentioned space, so that the locking pieces of the joint plate are fixed to the above-described A horizontal roofing outer enclosure characterized by being locked to the locked piece of the backing plate, further engaging the bent part of the front end of the joint plate to the outer engaging part, and inserting the rear end into the inner engaging part. Connective structures in the body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20083083A JPS6095057A (en) | 1983-10-28 | 1983-10-28 | Connection structure in traverse shingling outer enclosure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20083083A JPS6095057A (en) | 1983-10-28 | 1983-10-28 | Connection structure in traverse shingling outer enclosure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6095057A JPS6095057A (en) | 1985-05-28 |
JPH0363625B2 true JPH0363625B2 (en) | 1991-10-01 |
Family
ID=16430907
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20083083A Granted JPS6095057A (en) | 1983-10-28 | 1983-10-28 | Connection structure in traverse shingling outer enclosure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6095057A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01198956A (en) * | 1988-02-02 | 1989-08-10 | Sanko Metal Ind Co Ltd | Joint structure of outer surrounding body |
-
1983
- 1983-10-28 JP JP20083083A patent/JPS6095057A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6095057A (en) | 1985-05-28 |
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