JPS6037355A - Connection structure in outer enclosure - Google Patents
Connection structure in outer enclosureInfo
- Publication number
- JPS6037355A JPS6037355A JP14376483A JP14376483A JPS6037355A JP S6037355 A JPS6037355 A JP S6037355A JP 14376483 A JP14376483 A JP 14376483A JP 14376483 A JP14376483 A JP 14376483A JP S6037355 A JPS6037355 A JP S6037355A
- Authority
- JP
- Japan
- Prior art keywords
- locking
- joint
- plate
- sides
- 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.)
- Granted
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 The present invention provides a side-roofing outer enclosure that can simplify the configuration of connection points, can be constructed extremely watertight, and can respond well to thermal expansion and contraction in the longitudinal direction of side-roofing construction boards. Regarding the connection structure in.
既に出願人は、屋根又は壁等の横葺外団体において、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, which has an appropriate length in the longitudinal direction, for structures other than horizontal roofing, 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平方向に適宜の長さの横
葺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葺用建築用板の
主板端部相互を受金具で支持し、且つ主板端部上に、帯
状体の上面に係止辺を設けた係止用帯状堰体を各々貼着
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用帯状堰体の係
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、その係止箇所が帯状体の側面と継手板の継
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 roofing, each having a raised part on the other side and having an appropriate length in the horizontal direction, are placed on the base material at appropriate intervals in the longitudinal direction, and the adjacent horizontal The ends of the main plates of the building boards for roofing are mutually supported by brackets, and a locking band-shaped weir body with a locking edge provided on the top surface of the band is pasted on each of the main plate ends, and the main plate ends of the joint main plate are pasted. From both sides in the width direction, the locking edges on both sides of the joint plate with the locking edges folded downward at least in part in the longitudinal direction of the sides are connected to the locking band-like weirs on the left and right sides of the spaced apart part. While inserting and locking into the stop, the joint plate covers the vicinity of the gap, and the locking point is located at an intermediate position between the side surface of the strip and the side of the main joint plate of the joint plate, Furthermore, by engaging the bent part at the front end of the joint plate with the upper part and inserting the rear end into the lower part, the connection part can be made simple and construction can be made extremely watertight. It can cope well with thermal expansion and contraction in the longitudinal direction of the plate, 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 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ζ
運IM可能で且つ取り扱いやすい長さとして、例えば約
5m万屋10数mに形成され、該描画用建築用板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)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「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ばその一側より平坦部。A is an architectural board for drawing, and its length in the longitudinal direction is ζ
For example, it is formed in a length of about 5m and 10-odd meters to allow for transport and easy handling.If the drawing building board A is viewed as a cross section orthogonal to the longitudinal direction, one side of the main board 1 (the 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 of the lower drawing architectural board.The main plate 1 has a flat portion from one side.
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A
の主4Fj、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して貼着されている。その描
画用建築用板A、Aがその長手方向に適宜の間隔(約5
数cm乃至約20数cm)をおいて下地材B上に載置さ
れる。このとき、下地材Bに金属タルキ等の金属製支持
+84又は木製支持材5等が存在する場合には、これら
の長平方向に対して描画用建築用板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。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. Architectural board A
A heat insulating material such as foamed synthetic resin is pasted from the bottom surface of the main body 4Fj, 1 to the back surface of the lower part 2 as necessary. The drawing architectural boards A, A are spaced at appropriate intervals (approximately 5
It is placed on the base material B with a distance of several cm to about 20-odd cm. At this time, if there is a metal support 84 such as metal taruki or a wooden support 5 on the base material B, the longitudinal direction of the drawing construction board A is perpendicular (or almost perpendicular) to the long plane 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4Fj、A
。Furthermore, the drawing architectural 4Fj, A adjacent to the interval location
.
Δの対向する同一平面上の主板1,1端部相互が一つの
受金具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
Aの下馳部2に載置され、その後部側が下地材B上に載
せられ、このようにしだ受金具6の上面にて対向する主
板1,1#部相互支持されている。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。The ends of the main plates 1 and 1 on the same plane facing each other with Δ are supported by one receiving metal fitting 6. That is, the cross section is the main plate 1
The front side of the receiving metal fitting 6, which has approximately the same shape as , is placed on the base part 2 of the drawing architectural board A at the lower stage, and the rear side thereof is placed on the base material B, and the upper surface of the holding metal fitting 6 is placed in this manner. The opposing main plates 1 and 1# are mutually supported. In actual construction, the receiving metal fittings 6 are placed in advance at the positions that will be the spacing points, and then the opposing main plates 1 and 1 ends of the drawing architectural boards A and A are placed.
7は係止用帯状堰体であって、帯状体7aとこの上面の
係止辺7bとで構成され、帯状体7aの上面から該帯状
体7aの側面位置より突出して係止辺7bが設けられて
いる。その帯状体7aはゴム系又は合成樹脂等で、係止
辺7bは金属板片が第3図等に示すように別部材として
形成されたり、或いは第4図に示すように帯状体7aと
同一部ヰ4で形成されている。その描画用建築用板A、
Aの対向する主板1,1端部上面に、該端部に沿ってそ
の係止用帯状一体7の帯状体7aの下面が貼着され、対
向する係止用帯状堰体7.7の係止辺7b、7bの突出
側が互いに外向きになるように設けられている。Reference numeral 7 denotes a locking band-shaped weir body, which is composed of a band-shaped body 7a and a locking edge 7b on the upper surface of the band-shaped body 7a. It is being The strip 7a is made of rubber or synthetic resin, and the locking edge 7b is a metal plate piece formed as a separate member as shown in FIG. 3, or the same as the strip 7a as shown in FIG. It is formed of part I4. Architectural board A for drawing,
The lower surface of the band-like body 7a of the locking band-like body 7 is stuck to the upper surface of the opposing main plates 1, 1 of A along the end, and the locking band-like body 7.7 of the opposing main plate 7. The stop edges 7b, 7b are provided so that their protruding sides face outward from each other.
Cは継手板であうで、継手主板80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8a、8a
が下側に折返し形成され、その継手主板8の前端には、
前記上馳部3に係合する屈曲部9が設けられ、その継手
主板8の後端に、立上り片10が設けられている。その
継手主板8の前後方向の長さ、その側部からみた形状は
前記の描画用建築用板Aの主板l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Aの主Fj、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
スプリングバンク現象にてより密着するように形成する
ことが多い。又、その継手板Cの具体的実施例では、第
5図に示すように継手主板8の幅方向の両側より、該側
部の長手方向の全体に比較的に幅広の係止縁ga、8a
が下側に折返されていたり、或いは第6図に示すように
継手主板8の幅方向の両側より、該側部の長平方向の前
後に比較的に幅広の係止縁8a、8aが下側に折返され
、該係止縁8a、8aの中間に比較的幅狭の折返し縁8
bが下側に形成されている。C is a joint plate, and from both sides of the joint main plate 80 in the width direction,
Locking edges 8a, 8a are provided at least in part in the longitudinal direction of the side portions.
is folded down on the lower side, and at the front end of the joint main plate 8,
A bent portion 9 that engages with the upper rib portion 3 is provided, and a rising piece 10 is provided at the rear end of the joint main plate 8. The length of the joint main plate 8 in the front and back 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 the drawing architectural board A. The main Fj, has a shape that is slightly warped compared to the bent state of 1, and is formed so that when it is placed on the architectural drawing board A, it will adhere more closely due to the spring bank phenomenon within the elastic limit. There are many things to do. In addition, in a specific embodiment of the joint plate C, as shown in FIG.
is folded back downwards, or as shown in FIG. A relatively narrow folded edge 8 is provided between the locking edges 8a, 8a.
b is formed on the lower side.
前記継手板Cの両側の係止縁8a、8aが、mj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
.I端部の係止用帯状堰体7,7の係止辺7b、7bに
挿入係止され、同時に、その継手板C0)継手主板8に
て前記間隔箇所の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用帯状堰体7.7が覆われるよう
にして載置され、その係止箇所が係止用帯状堰体7の側
面と継手板Cの継手主板8の側部との中間位置に存在す
るように設げられている。即ぢ、その横杆用建築用板A
が長平方向に熱伸縮できるスペースが確保されている。The locking edges 8a, 8a on both sides of the joint plate C are connected to the main plate 1 of the adjacent horizontal beam building plates A, which are opposite to each other at mj intervals.
.. It is inserted and locked into the locking sides 7b, 7b of the band-shaped weir bodies 7, 7 for locking at the I end, and at the same time, the architectural board for the horizontal beam adjacent to the above-mentioned spaced portion is inserted and locked at the joint main plate 8. The space between A and A and the left and right locking band-like weir bodies 7.7 are placed so as to be covered, and the locking points are the side surfaces of the locking band-like weir bodies 7 and the joint main plate of the joint plate C. It is provided so as to exist at an intermediate position with the side part of 8. Immediately, the architectural board A for the horizontal beam.
A space is secured in which the material can be thermally expanded and contracted in the longitudinal direction.
さらに継手板Cの前端の屈曲部9が前記隣接する描画用
建築用Fj、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10が間隔箇所の隣接する
横杆用建築用板A。Further, the bent part 9 at the front end of the joint plate C is engaged with the upper part 3.3 of the opposite end of the adjacent architectural drawing Fj, A, A, and the rising piece 10 at the rear end Architectural board A for horizontal rods.
Aの対向する端め下馳部2,2の内部に挿入される。そ
して、横杆用建築用板Aの下馳部2が吊子11の山状等
の係止部1°1aにて係止されつつ吊子11の取付部1
1b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I2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が下段の描画用建築用板
へ〇下馳a152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描
画外囲体が施工されている。The opposite ends of A are inserted into the insides of the underarms 2, 2. Then, while the lower part 2 of the architectural board A for the horizontal beam is locked at the locking part 1° 1a of the hanger 11, such as a mountain-like locking part 1° 1a, the attachment part 1 of the hanger 11 is held.
1b is fixed to the metal support material 4 or the wooden support material 5 with fasteners I2 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 drawing construction board A152. 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 roof or walls or other drawing enclosures are constructed in a sequential manner, including the connection position (the location of the joint plate C), so that the entire roof is covered in a single pattern.
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13とで構
成されたり、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14とで構成されている。或いは図示
しないが、鉄筋コンクリート製の下地1f)JBも存在
する。又、第11図に示すように前記金属製支持材4の
門形邪の頂部には、その長手方向に一定間隔(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の一側(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 composed of a metal supporting material 4, a foamed synthetic resin board or a wood wool board, and a heat insulating board 13 such as an asbestos board, as shown in FIG. 1, or a wooden support as shown in FIG. It is composed of a material 5 and a base plate 14 such as a roofing board. Although not shown, there is also a reinforced concrete base 1f) JB. In addition, as shown in FIG. 11, at the top of the gate shape 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 one end of the main plate 1 (the side of the lower beam 2 on the water side) of the horizontal beam building board A;
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8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. 8, 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と上馳部3との瞳部に包含される。Further, although not shown in the drawings, the pupils of the lower ridge portion 2 and the upper ridge portion 3 may have other appropriate shapes as long as they can be engaged with each other without being limited to these embodiments.
又、第2図、第8図、第11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15が必要に応じて形成される。In addition, as shown in FIGS. 2, 8, and 11, the lower part 2
When the upper ridge part 3 of the upper horizontal beam building board A is engaged, the lower ridge part 2, the upper ridge part 3, and the part of the main plate 1 closer to the upper ridge part 3 form a substantially triangular shape. A gap 15 is formed as necessary.
図中16は母屋、胴縁等の構造材である。Reference numeral 16 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を各々形成した長手方向に適宜の長さの描画用
建築用”板Aを該長手方向に適宜の間隔をおいて下地材
B上に配設し、その間隔箇所の隣接する横杆用建築用板
A、Aの主板1,1端部相互を受金具6で支持し、且つ
主板1.1端gB相互上に、帯状体7aの上面に係止辺
7bを設けた係止用帯状堰体7,7を各々貼着し、継手
主板8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3a、3aを下側に折返した継、手板
Cの両係止縁8a、8aを前記間隔箇所の左右側の係止
用帯状堰体7,7の係止辺7b、7b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
止箇所が帯状体7aの側面と継手板Cの継手主板8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
の前端の屈曲部9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に横葦用建築用板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。In the present invention, a "board A for drawing architecture" having an appropriate length in the longitudinal direction and having a lower part 2 on one side of the main plate 1 and an upper part 3 on the other side is formed on the main board 1 in an appropriate length. Arranged on the base material B at intervals, and supporting the main plates 1 and 1 ends of the horizontal beam building boards A and A adjacent to each other at the intervals with the support fittings 6, and the main plates 1 and 1 ends The locking band-shaped weir bodies 7, 7 each having a locking edge 7b on the upper surface of the band-shaped body 7a are pasted on top of gB, and from both sides of the joint main plate 8 in the width direction, the longitudinal direction of the sides is A joint in which the locking edges 3a, 3a are bent downward at least in part, and both locking edges 8a, 8a of the hand plate C are connected to the locking edges 7b of the locking band-like weir bodies 7, 7 on the left and right sides of the spaced apart part. , 7b so that the area near the gap is covered by the joint plate C, and the locking position is located at an intermediate position between the side surface of the strip body 7a and the side of the joint main plate 8 of the joint plate C. In addition, the joint plate C
By engaging the bent part 9 at the front end with the upper ridge part 3 and inserting the rear end into the lower ridge part 2, firstly, the connection point can be constructed in an extremely watertight manner, and secondly, the connection point can be constructed in an extremely watertight manner. The installation work can be done simply and quickly, thirdly, the connection points can be made stronger, and fourthly, it can cope well with thermal expansion and contraction in the longitudinal direction of the horizontal reed building board A.
該作用効果を詳述すると、まず、その間隔箇所の隣接す
る横葦用建築用板A、Aの主板1,1端部相互上に、帯
状体7aの上面に係止辺7bを設けた係止用帯状堰体7
.7を各々貼着し、継手板Cの両係止縁8a、8aを前
記間隔箇所の左右側の係止用帯状堰体7,7の係止辺7
b、7bに挿入係止し、その係止箇所が帯状体7aの側
面と継手板Cの継手主板8の側部との中間位置に存在す
るように設けたことで、接続箇所を断面としてみた側部
には、継手板Cの継手主板8の幅方向の側部と主板1の
端部と帯状体7aとで中空部が形成され、′その係止縁
8a先端側から雨水が浸入したとしても、その帯状体7
a係止辺7bとで遮られるし、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
、極めて水密性の勝れた接続構造を提供できる。即ち、
主板1゜■端部間の間隔箇所では雨水の浸入を確実に遮
断できる。又、その横葦用建築用板Aの主板lの端を同
等屈曲加工等することもな(、雨水の遮断堰となる係止
用帯状堰体7を単に貼着したのみであり、この作業は簡
易且つ迅速にできる。又、継手板Cの係止縁8a、8a
を、前記間隔箇所の左右側の係止用帯状堰体7.7の係
止辺7b、7b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8aを全長に亘って設けて、係止縁8
aと係止辺7bとを全体的に係止することでそこが外れ
にくく、しかも強度的に勝れたものにできる。又、接続
箇所を受金具6にて支持したことで、作業中に作業者が
乗っても変形歪等が発生せず、強固にできる。To explain the effects in detail, first, a locking edge 7b is provided on the upper surface of the strip 7a on the main plates 1, 1 of the horizontal reed building boards A, A, which are adjacent to each other at the interval. Stop band-shaped weir body 7
.. 7, respectively, and both the locking edges 8a, 8a of the joint plate C are attached to the locking edges 7 of the locking band-shaped weir bodies 7, 7 on the left and right sides of the spaced apart points.
b, 7b, and the locking point is located at an intermediate position between the side surface of the strip 7a and the side surface of the joint main plate 8 of the joint plate C, so that the connection point is viewed as a cross section. In the side part, a hollow part is formed by the widthwise side part of the main joint plate 8 of the joint plate C, the end of the main plate 1, and the strip 7a, and it is assumed that rainwater enters from the tip side of the locking edge 8a. Also, the band 7
The presence of the hollow portion prevents the capillary phenomenon of rainwater and allows the rainwater to flow down to the bottom side, thereby providing a connection structure with extremely excellent watertightness. That is,
The intrusion of rainwater can be reliably blocked at the 1° space between the ends of the main plate. In addition, the ends of the main plate l of the horizontal reed building board A are not bent in the same way (the locking band-shaped weir 7 that serves as a rainwater cutoff weir is simply pasted on, and this work is not done). can be done easily and quickly. Also, the locking edges 8a, 8a of the joint plate C
are inserted and locked into the locking sides 7b, 7b of the locking band-like weirs 7.7 on the left and right sides of the above-mentioned interval, so that the joint plate C will not come off even in strong wind and rain, and the connection point will be strengthened. Can be done. 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 8a is provided over the entire length as shown in FIGS. 1, 3, etc.
By completely locking the locking side 7b to the locking side 7b, it is difficult for the locking side to come off, and it can be made stronger. In addition, since the connection point is supported by the receiving metal fitting 6, even if a worker stands on it during work, deformation and strain will not occur, and it can be made strong.
又、その描画用建築用板へが伸縮度の高い材質(銅等)
であっても、或いはその横葦用建築用板Aを取付施工す
る地域の温度差が大きくても、その横葦用建築用板Aが
該長手方向の外気温に対応して生ずる熱伸縮を、その接
続箇所の間隔箇所にて吸収することができるし、特にそ
の継手板C及び受金具6は間隔箇所の何れの側の横葦用
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、左右側の横葦用建築用板A、Aひいては描
画外囲体全体にも熱応力を生じさせず、特に外表面に露
出する横葦用建築用板Aの主板lには変形歪等殆ど発生
しないものにできる。又、継手板Cの係止縁8aが下側
に折返されているため、横葦用建築用板Aが適宜熱伸縮
して移動してもその横葦用建築用板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が等が殆ど発生しない強
固な接続構造iこできるし、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 for drawing is made of a material with high elasticity (copper, etc.)
, or even if there is a large temperature difference in the area where the horizontal reed construction board A is installed, the horizontal reed construction board A will be able to resist thermal expansion and contraction that occurs in response to the outside temperature in the longitudinal direction. , can be absorbed at the interval between the connection points, and in particular, the joint plate C and the bracket 6 are not fixed to the ends of the horizontal reed construction board A on either side of the interval, and are free. Because of this, thermal stress is not generated on the left and right horizontal reed building boards A, and even the entire drawing envelope, especially the main plate of the horizontal reed building board A exposed on the outer surface. 1 can be made to have almost no deformation strain or the like. In addition, since the locking edge 8a of the joint plate C is folded downward, even if the horizontal reed building board A moves due to appropriate thermal expansion and contraction, the outside of the main plate 1 of the horizontal reed building board A will not be removed. It can prevent scratches etc. from occurring on the 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 possible to prevent the strength from decreasing due to conventional strain generation and the plate cracking phenomenon.
以上のように、強固でルかも水密的に接続できると同時
に、横葦用建築用板Aが該長平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にて吸収することがで
き、さらに構成が簡単で安価に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, the horizontal reed building board A can absorb thermal expansion and contraction corresponding to the outside temperature in the longitudinal direction at the intervals between the connection points. Further, a major feature of the present invention is that it has a simple structure and can be constructed at low cost.
なお、前記係止用帯状堰体7の係止辺7bを、帯状体7
aとは別部材の金属板製とすると、横葦用建築用板Aの
熱伸縮に対応して一部スムーズに摺動可能にできる。又
、第10図に示す如く継手11’2Gにて前記隣接する
横汀用建築用板A、への間隔箇所付近を覆うように設け
、その帯状体7aの側面と継手板Cの折返し縁日すの先
端との間を適宜の間隔が存在するように設け“ζも、前
記と略同様な作用効果を発揮しうる。Note that the locking side 7b of the locking band-shaped weir body 7 is
If it is made of a metal plate that is a separate member from A, it can partially slide smoothly in response to the thermal expansion and contraction of the horizontal reed construction board A. Further, as shown in FIG. 10, a joint 11'2G is provided so as to cover the vicinity of the space between the adjacent horizontal building boards A, and the side surface of the strip 7a and the folded festival wall of the joint board C are connected. ``ζ'', which is provided with an appropriate spacing between the tip and the tip, can also exhibit substantially the same effect as described above.
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III−II
I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図は本発明の別の実施例の
縦断側面図、第9図は第8図の実施例の描画外囲体に使
用した受金具の斜視図、第10図は描画外囲体における
接続構造の別の実施例の断面図、第11図は描画外囲体
の上下段の保合構造の断面図である。
A・・・・・・描画用建築用板、B・・・・・・下地材
、C・・・・・・継手板、 l・・・・・・主板、2・
・・・・・下馳部、 3・・・・・・上馳部、6・・・
・・・受金具、 7・・・・・・係止用帯状堰体、7a
・・・・・・帯状体、 7b・・・・・・係止辺、8・
・・・・・継手主板、8a・・・・・・係止縁、9・・
・・・・屈曲部。Fig. 1 is a perspective view of a horizontal roof having the present invention, Fig. 2 is a vertical cross-sectional side view of the main part of Fig. 1, and Fig. 3 is Fig. 2 III-II.
I arrow sectional view, 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;
7 is a cross-sectional view of the present invention using the joint plate of FIG. 6, FIG. 8 is a vertical sectional side view of another embodiment of the present invention, and FIG. 9 is a perspective view of another joint plate. Fig. 8 is a perspective view of a receiving metal fitting used in the drawing enclosure of the embodiment, Fig. 10 is a sectional view of another embodiment of the connection structure in the drawing enclosure, and Fig. 11 is the upper and lower stages of the drawing enclosure. FIG. A... Architectural board for drawing, B... Base material, C... Joint plate, l... Main plate, 2.
...Lower part, 3... Upper part, 6...
...Bracket fitting, 7...Band-shaped weir body for locking, 7a
...Band-shaped body, 7b...Latching edge, 8.
...Joint main plate, 8a...Locking edge, 9...
...Bending part.
Claims (1)
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、その間隔箇
所の隣接する横葺用建築用板の主板端部相互を受金具で
支持し、且つ主板端部上に、帯状体の上面に係止辺を設
けた係止用帯状堰体を各々貼着し、継手主板の幅方向の
両側より、咳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
の左右側の係止用帯状堰体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
所が帯状体の側面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側曲部
を上馳部に係合し、その後端を下馳部内に挿入したこと
を特徴とじに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 a lower part on one side of the main board and an upper part on the other side are placed on the base material at appropriate intervals in the longitudinal direction. The main plate ends of adjacent horizontal roofing building boards are supported by a receiving metal fitting, and a locking edge is provided on the upper surface of the strip on the main plate end. The locking edges on both sides of the joint plate are bent downward from both widthwise sides of the joint main plate to at least part of the longitudinal direction of the cough side, and the locking edges on both sides of the joint plate are bent downward at the above-mentioned distance. While inserting and locking into the locking sides of the locking band-shaped weir bodies on the left and right sides of the spot, the joint plates cover the vicinity of the gap, and the locking points are connected to the sides of the belt-shaped body and the joint main plate of the joint plate. A horizontal roofing outer enclosure characterized by being provided at an intermediate position with the side part, and further having a side curved part at the front end of the joint plate engaged with the upper part, and a rear end inserted into the lower part. Connection structure in.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14376483A JPS6037355A (en) | 1983-08-08 | 1983-08-08 | Connection structure in outer enclosure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14376483A JPS6037355A (en) | 1983-08-08 | 1983-08-08 | Connection structure in outer enclosure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6037355A true JPS6037355A (en) | 1985-02-26 |
JPH0363623B2 JPH0363623B2 (en) | 1991-10-01 |
Family
ID=15346474
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14376483A Granted JPS6037355A (en) | 1983-08-08 | 1983-08-08 | Connection structure in outer enclosure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6037355A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6436854A (en) * | 1987-08-03 | 1989-02-07 | Chuo Kk | Connecting structure of panel for construction |
-
1983
- 1983-08-08 JP JP14376483A patent/JPS6037355A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6436854A (en) * | 1987-08-03 | 1989-02-07 | Chuo Kk | Connecting structure of panel for construction |
Also Published As
Publication number | Publication date |
---|---|
JPH0363623B2 (en) | 1991-10-01 |
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