JPS6019856A - Traverse covering outer enclosure - Google Patents

Traverse covering outer enclosure

Info

Publication number
JPS6019856A
JPS6019856A JP12695283A JP12695283A JPS6019856A JP S6019856 A JPS6019856 A JP S6019856A JP 12695283 A JP12695283 A JP 12695283A JP 12695283 A JP12695283 A JP 12695283A JP S6019856 A JPS6019856 A JP S6019856A
Authority
JP
Japan
Prior art keywords
horizontal
arcuate edge
base material
chevron
hanger
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
JP12695283A
Other languages
Japanese (ja)
Other versions
JPH0358018B2 (en
Inventor
半田 博士
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP12695283A priority Critical patent/JPS6019856A/en
Publication of JPS6019856A publication Critical patent/JPS6019856A/en
Publication of JPH0358018B2 publication Critical patent/JPH0358018B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Finishing Walls (AREA)

Abstract

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

Description

【発明の詳細な説明】 本発明は、正負の荷重に対して極めて強固となるし、板
鳴現象を解消でき、さらに横葦用建築用板の長平方向の
熱伸縮にも良好に対応でき、葺成ピッチが正確にでき、
ひいてはその施工を簡易且つ迅速にでき、係合箇所の水
密性を良好にできる横張外囲体に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention is extremely strong against positive and negative loads, can eliminate the plate rattling phenomenon, and can also cope well with thermal expansion and contraction in the longitudinal direction of horizontal reed construction boards. Accurate roofing pitch,
Furthermore, the present invention relates to a horizontally stretched outer enclosure that can be constructed easily and quickly, and that has good watertightness at the engagement portion.

既に出願人は、軒先に平行に葺成する屋根又は壁等の横
張外囲体を種々開発しており、施工性。
The applicant has already developed various horizontal enclosures such as roofs or walls that are parallel to the eaves, and the construction is easy.

水密性は勝れているが、その強度的には必ずしも安全で
はなく、上馳部が不安定となることも多く、さらに板鳴
現象が屡発生する欠点があった。又、金属タルキと別部
材なった吊子を使用すると、その葺成方向の葺成ピッチ
が必ずしも正確にできず、長尺であればある程、その左
右側で誤差が生ずることが多く、順次平行に葺成しにく
い不都合があった。又、従来公知のもので、金属タルキ
と一体になった爪状吊子では、この基部が金属疲労等に
より強度的に特番4弱い欠点があった。又、このような
吊子を設けずに、前記横杆用建築用板の後部辺等を直接
ボルト等で固着したものも存在したが、その横杆用建築
用板がこの長手方向に外気温に対応して熱伸縮した場合
、そのボルト等による固着箇所及び外表面に露出する他
の一般部等に熱応力歪が生じ、横杆用建築用板に変形歪
を与えたり、或いはその固着箇所を破損させる等の欠点
があった。さらに、このように熱応力歪が生ずるように
なると、これが板鳴現象の発生原因ともなっている。又
、吊子の係止部で下馳部の先端側までを係止゛したもの
では、例え横杆用建築用板と吊子とが各々が独立した状
態であっても横杆用峡、築用板Aが熱伸縮に対応できな
い欠点があった。
Although it is excellent in watertightness, it is not necessarily safe in terms of strength, the upper part of the roof is often unstable, and there are also drawbacks of frequent plate cracking. In addition, when using hangers that are separate from the metal tarpaulin, the pitch of the roofing in the direction of the roofing cannot always be accurately determined, and the longer the length, the more errors will occur on the left and right sides, and The problem was that it was difficult to lay the roof in parallel. In addition, the conventionally known claw-shaped hanger integrated with metal tarpaulin has a drawback in that the strength of the base is weak due to metal fatigue and the like. In addition, there was also a structure in which the rear side of the building board for the horizontal beam was directly fixed with bolts, etc. without providing such a hanger, but the building board for the horizontal beam was not attached to the outside temperature in the longitudinal direction. When thermal expansion and contraction occurs in response to the above, thermal stress distortion occurs in the parts fixed by bolts, etc. and other general parts exposed on the outer surface, causing deformation and strain to the building boards for horizontal rods, or the fixed parts There were drawbacks such as damage to the Furthermore, when such thermal stress distortion occurs, it becomes a cause of the plate ringing phenomenon. In addition, in the case where the locking part of the hanger locks up to the tip side of the lower part, even if the building board for the horizontal rod and the hanger are each independent, the hanging part for the horizontal rod, The construction board A had a drawback that it could not handle thermal expansion and contraction.

このようなことから、その下馳部と上馳部との係合箇所
の取付をより強固にし、板鳴現象等を解消でき、葺成ピ
ッチが正確にできる簡単な構造の横杆外囲体の開発が要
望されていた。
For this reason, the horizontal beam outer enclosure has a simple structure that makes the attachment of the engagement part between the lower beam part and the upper beam part stronger, eliminates the plate cracking phenomenon, and allows for accurate roofing pitch. development was requested.

そこで発明者は、前記欠点を解消すべく鋭意。Therefore, the inventor worked diligently to eliminate the above drawbacks.

研究を重ねた結果、本発明を、主板の一側端より上側に
、山形状部の先端より折返し弧状縁を形成した下馳部を
設け、その主板の他側より下側に前記下馳部に保合可能
な上馳部を形成して横杆用建築用板とし、該横杆用建築
用板の主板の一側端を下地材上に一定間隔に設けた突起
部に当接させつつその横杆用建築用板を下地材上に載置
し、その下馳部の山形状部を吊子の山形片で係止押圧し
つつその吊子を下地材に固着し、前記横杆用建築用板の
下馳部に隣接の横杆用建築用板の上馳部を略回転させつ
つ係合し、該上馳部の先端弧状縁を下馳部の折返し弧状
縁に長手方向の全長に亘って密着させたり、或いは前記
構成において上馳部に設けた弧状端縁を下馳部の内面に
接触させたことにより、正負の荷重に対して極めて強固
となるし、板鳴現象を解消でき、さらに横杆用建築用板
の長平方向の熱伸縮にも良好に対応でき、葺成ピッチが
正確にでき、ひいてはこの施工を簡易且つ迅速にでき、
水密性が勝れ前記の欠点等を解決し、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 providing a lower part with an arched edge folded back from the tip of the chevron-shaped part above one end of the main plate, and below the other side of the main plate. A building board for a horizontal beam is formed by forming an upper part that can be attached to the building board, and one end of the main plate of the building board for a horizontal beam is brought into contact with protrusions provided at regular intervals on the base material. The construction board for the horizontal beam is placed on the base material, and the chevron-shaped part of the lower leg is fixed and pressed by the chevron-shaped piece of the hanger, and the hanger is fixed to the base material. The upper part of the construction board for the horizontal beam adjacent to the lower part of the construction board is engaged with the upper part of the construction board for the horizontal beam while being substantially rotated, and the tip arcuate edge of the upper part is connected to the folded arcuate edge of the lower part for the entire length in the longitudinal direction. By closely contacting the upper rib over the entire length, or by bringing the arcuate edge provided on the upper rib in the above structure into contact with the inner surface of the lower rib, it becomes extremely strong against positive and negative loads, and eliminates the plate rattling phenomenon. Furthermore, it can cope well with thermal expansion and contraction in the longitudinal direction of architectural boards for horizontal beams, and the roofing pitch can be accurately determined, making this construction simple and quick.
It has excellent watertightness, solves the above-mentioned drawbacks, and achieves its purpose.

以下、図面の実施例に基づき本発明を説明する。Hereinafter, the present invention will be explained based on the embodiments shown in the drawings.

第1図乃至第5図、第7図は本発明の実施例の横杆外囲
体を示し、Aは横杆用建築用板であって、主板1を断面
としてみたこの一側(第2図等における単位横杆用建築
用板Aの右側)端より上側に、山形状部の先端より折返
し弧状縁2eを形成した下馳部2が設けられ、前記主板
1の他側(第2図等における単位横杆用建築用板Aの左
側)より下側に、隣接の横杆用建築用板Aの前記下馳部
2に適宜係合可能な上馳部3が屈曲形成されている。
1 to 5 and 7 show the outer enclosure of the horizontal rod according to the embodiment of the present invention, A is a construction board for the horizontal rod, and one side (the second Above the right end (right side) of the building board A for unit horizontal beams in the figures, etc., there is provided a lower part 2 which has an arcuate edge 2e folded back from the tip of the chevron-shaped part, and on the other side of the main plate 1 (see Fig. 2). On the lower side of the left side of the unit building board A for horizontal beams, etc., an upper beam part 3 that can be appropriately engaged with the lower part 2 of the adjacent building board A for horizontal beams is bent.

前記主板1はこの一例より平坦部、緩傾斜部と平坦部と
に屈曲形成されている。その主板1下馳部2上馳部3と
からなる横杆用建築用板Aは一枚の金属板が適宜屈曲さ
れて一体形成され、その長手方向の長さは、長尺又は適
宜の長さに成形されている。適宜の長さとしては例えば
運搬可能で且つ取り扱いやすいものとして約5m乃至1
o数mに形成されることが多い。又、前記横杆用建築用
板Aの主板1の下面から下馳部2の裏面側まで発泡合成
樹脂等の断熱材4が第4図に示す如く必要に応じて貼着
されている。前記下馳部2と上馳部3との具体的実施例
としての下馳部2は、第1図。
In this example, the main plate 1 is bent into a flat part, a gently sloped part, and a flat part. The architectural board A for horizontal beams, which consists of a main plate 1, a lower part 2, and an upper part 3, is integrally formed by appropriately bending a single metal plate, and its length in the longitudinal direction is a long one or an appropriate length. It is molded in the same way. An appropriate length is, for example, about 5 m to 1 m, which is transportable and easy to handle.
It is often formed in several meters. Further, as shown in FIG. 4, a heat insulating material 4 such as foamed synthetic resin is pasted from the lower surface of the main plate 1 of the horizontal beam building board A to the back surface of the lower beam portion 2, as shown in FIG. FIG. 1 shows a concrete example of the lower part 2 and the upper part 3.

第2図、第4図、第7図に示すように、前記主板1の一
側端より上側に高さの低い立上り部2aが形成され、こ
の上端より内方上側に山形状部が屈曲形成されている。
As shown in FIGS. 2, 4, and 7, a rising portion 2a with a low height is formed above one end of the main plate 1, and a mountain-shaped portion is bent inwardly and above the upper end. has been done.

その山形状部は傾斜部2bと略水平状の頂部2cと内方
下側を向く傾斜端部2dとで形成され、該傾斜端部2d
の下端即ち、山形状部の先端より下側に前記折返し弧状
縁2eが設けられている。この下馳部2に対応する下馳
部3は前記主板1の他側に断面略し字状に屈曲形成され
ている。即ち、前記主板1の他側端より垂下状部3a(
急傾斜部や垂下弧状部を含む)が形成され、この下端よ
り内方に先端弧状縁3bが屈曲形成されている。又、第
1図、第2図、第4図に示すように先端弧状縁3bの先
端より今度は下側・ に傾斜し、これが上方に湾曲形成
された弧状端縁3Cが屈曲形成されている。その下馳部
2に上馳部3を係合したときに、その弧状端縁3Cの先
端側で下馳部2の傾斜部2bの内面を弾性限度内におけ
るスプリングバンク現象にて押圧接触するように形成さ
れている。前述の下馳部2に、隣接の横杆用建築用板へ
〇上馳部3が係合されると、下馳部2と上馳部3との少
なくとも一部が長手方向の全長に亘って密着状態に構成
されている。即ち、下馳部2の折返し弧状縁2eに、上
馳部3の先端弧状縁3bが密着されるように構成されて
いる。
The mountain-shaped portion is formed by an inclined portion 2b, a substantially horizontal top portion 2c, and an inclined end portion 2d facing inward and downward.
The folded arcuate edge 2e is provided at the lower end, that is, below the tip of the chevron-shaped portion. A lower part 3 corresponding to the lower part 2 is bent on the other side of the main plate 1 and has an oval shape in cross section. That is, the hanging portion 3a (
(including a steeply sloping part and a hanging arc-shaped part), and a tip arc-shaped edge 3b is bent inward from this lower end. Further, as shown in FIGS. 1, 2, and 4, an arcuate edge 3C is formed by slanting downward from the tip of the tip arcuate edge 3b and curving upward. . When the upper ridge part 3 is engaged with the lower ridge part 2, the tip side of the arcuate edge 3C presses into contact with the inner surface of the inclined part 2b of the lower ridge part 2 by a spring bank phenomenon within the elastic limit. is formed. When the above-mentioned lower frame part 2 and the upper frame part 3 are engaged with the adjacent horizontal beam building board, at least a part of the lower frame part 2 and the upper frame part 3 extend over the entire length in the longitudinal direction. It is configured in a close contact state. That is, the folded arcuate edge 2e of the lower ridge portion 2 is configured such that the tip arcuate edge 3b of the upper ridge portion 3 is brought into close contact with the folded arcuate edge 2e of the lower ridge portion 2.

又、図示しないが、山形状部の先端より折返し弧状縁2
eを形成したものであれば、これらの実施例に限定され
ず、他の適宜の形状のもめも上馳部2としての範鴫に包
含される。Bは金属製の吊子であって、緩傾斜状等の取
付部5の一側に上側に山形片6が一体形成されている。
Although not shown, the arcuate edge 2 is folded back from the tip of the chevron-shaped portion.
The upper part 2 is not limited to these embodiments, and any other suitable shape is also included in the scope of the upper part 2 as long as it has the shape e. Reference numeral B denotes a metal hanger, and a chevron-shaped piece 6 is integrally formed on one side of a gently sloping mounting portion 5 on the upper side.

該山形片6は前記横幕用建築用板Aの下馳部2の山形状
部に載置係止されるものでこの断面と略同形状をなして
いる。又、この吊子Bは板片がプレス加工にて一体形成
され、実施例に示す如く補強リブが設けられることが多
い。Cは構造物の上面又は側面に設けた下地材であって
、第1図の実施例では、金属性のC形鋼等の母屋又は胴
縁等の構造材7上にこれに直交(略直交も含む)するよ
うにして断面ハント形の金属製支持材8が屋根等の傾斜
方向に略沿って設けられ、これが適宜の間隔(例えば約
30CI11乃至約1m)で多数併設されている。この
隣接する金属製支持材8.8間の側部突片間に発泡合成
樹脂板又は木毛板1石綿板等の断熱板9が載置されてい
る。この第1図の実施例では前記金属製支持材8と断熱
板9とにより下地材Cが構成されている。又、第5図、
第7図の実施例では、木製の母屋等の構造材7上にこれ
に直交(略直交も含む)するようにして垂木等の木製支
持材10が屋根等の傾斜方向に略沿って設けられ、これ
が適宜の間隔(例えば約30印乃至約1m)で多数併設
され、この上に野地板又は木ずり等の下地板11が敷設
されている。この第5図、第7図の実施例では前記木製
支持材10ど下地板11とにより下地材Cが構成されて
いる。又、第4図点線に示す如く断面ハツト形の金属製
支持材8をC形鋼等の金属製支持材8に替えこの上に断
熱板9を敷設せず、C形鋼等の金属製支持材8,8.・
・・・・・のみにしたり、或いは前記断面ハント形の金
属製支持材8.8.・・・・・・のみにしても下地材C
としての範鴫に包含される。さらに、木製の構造材7上
に木製支持材10を載せ、この上に下地板11を敷設せ
ず、その木製支持材10,10.・・・・・・のみで構
成しても下地材Cとしての範晴に包含される。このよう
な場合は第4図に示す如く断熱材4付きの横幕用建築用
板Aを葺成するときが多い。前記金属製支持材8の門形
部の頂部には、その長手方向に一定間隔(前記横幕用建
築用板Aの幅方向の働き幅に相当している)に横幕用建
築用板への主板1の一例(下馳部2の立上り部2a)端
を適宜当接する断面直角三角形状等の突起部8a、8a
、・・・・:・が設けられている。前記断面ハント形の
金属製支持材8の下面に、第1図、第2図、第8図点線
に示すように断熱材8bが必要に応じて設けられテイル
。12は防湿材で、アスファルトルーフィング等で、前
記下地材Cの上面に敷設される。その防湿材12は第5
図、第7図では図示したが、第1図、第2図等ではこれ
を省略した。13は長尺な金属製の帯板で、その長平方
向に一定間隔(前記横幕用建築用板Aの幅方向の働き幅
に相当している)に横幕用建築用板Aの主板1の一例(
下馳部2の立上り部2a)端を適宜当接する断面直角三
角形状等の突起部13a、13a、・・・・・・が第5
図、第9図に示す如く設けられている。この帯板13は
下地板11等による下地材Cの場合に取付けられる。
The chevron-shaped piece 6 is placed and locked on the chevron-shaped portion of the lower frame portion 2 of the horizontal curtain building board A, and has substantially the same shape as this cross section. Further, this hanger B is formed by integrally forming plate pieces by press working, and reinforcing ribs are often provided as shown in the embodiments. C is a base material provided on the top or side surface of the structure, and in the embodiment shown in FIG. A large number of metal supports 8 having a hunt-shaped cross section are provided along the inclination direction of the roof or the like, and are arranged in large numbers at appropriate intervals (for example, about 30 CI 11 to about 1 m). A heat insulating board 9, such as a foamed synthetic resin board, a wood wool board, or an asbestos board, is placed between the side protrusions between the adjacent metal supports 8.8. In the embodiment shown in FIG. 1, the metal supporting material 8 and the heat insulating plate 9 constitute a base material C. Also, Figure 5,
In the embodiment shown in FIG. 7, a wooden support member 10 such as a rafter is provided on a structural member 7 such as a wooden main house so as to be perpendicular to (including approximately perpendicular to) the structural member 7, such as a rafter, and is provided approximately along the inclination direction of the roof or the like. A large number of these are placed side by side at appropriate intervals (for example, about 30 meters to about 1 meter), and a base board 11 such as a field board or lumber is laid on top of this. In the embodiments shown in FIGS. 5 and 7, the wooden supporting material 10 and the base plate 11 constitute a base material C. In addition, as shown by the dotted line in Figure 4, the metal support member 8 having a hat-shaped cross section is replaced with a metal support member 8 such as C-shaped steel, without placing the heat insulating plate 9 thereon, and instead of using a metal support member 8 such as C-shaped steel. Material 8,8.・
. . . or the aforementioned hunt-shaped metal support member 8.8.・・・・・・Even if it is only a base material C
It is included in the category of Further, a wooden support material 10 is placed on the wooden structural material 7, and the base board 11 is not laid on this, and the wooden support materials 10, 10. Even if it is composed of only..., it is included in the scope of the base material C. In such cases, as shown in FIG. 4, building boards A for side curtains with heat insulating material 4 are often used. At the top of the gate-shaped part of the metal support member 8, there are provided horizontal curtain construction boards at regular intervals in the longitudinal direction (corresponding to the working width in the width direction of the horizontal curtain construction board A). An example of the main plate 1 (rising part 2a of the lower part 2) Protrusions 8a, 8a having a right triangular cross section or the like that abut the ends appropriately
,...:... are provided. A heat insulating material 8b is provided as necessary on the lower surface of the metal support member 8 having a hunt-shaped cross section, as shown in dotted lines in FIGS. 1, 2, and 8. Reference numeral 12 denotes a moisture-proofing material, which is laid on the upper surface of the base material C by asphalt roofing or the like. The moisture barrier material 12 is the fifth
Although shown in FIG. 7, it is omitted in FIG. 1, FIG. 2, etc. Reference numeral 13 denotes a long metal strip plate, and main plates 1 of the horizontal curtain construction board A are attached at regular intervals in the longitudinal direction (corresponding to the working width in the width direction of the horizontal curtain construction board A). An example of (
The protrusions 13a, 13a, .
It is provided as shown in FIG. This strip plate 13 is attached when the base material C is made of the base plate 11 or the like.

前記横幕用建築用板Aの主板1の一側(下馳部2の立上
り部2a)端が、下地材C上の突起部8a又はこの上の
帯板13の突起部13aに当接されつつその金属製支持
材8又は帯板13の長手方向に対して横杆用建築用板A
の長手方向が直交(略直交も含む)するようにして下地
材C上に載置される。そして前記横杆用建築用板Aの下
馳部2の山形状部が吊子Bの山形片6で係止押圧されつ
つその吊子Bの取付部5が下地材Cの金属製支持材8又
は木製支持材10等の突起部8a、13aにドリルビス
又はリベント、ボルト・ナンド。
One side of the main plate 1 (rising portion 2a of the lower frame portion 2) of the horizontal curtain construction board A is brought into contact with the protrusion 8a on the base material C or the protrusion 13a of the strip plate 13 above this. Architectural board A for transverse rods in the longitudinal direction of the metal supporting material 8 or strip plate 13
are placed on the base material C so that their longitudinal directions are orthogonal (including substantially orthogonal). Then, while the chevron-shaped portion of the lower beam portion 2 of the horizontal beam building board A is held and pressed by the chevron-shaped piece 6 of the hanger B, the attachment portion 5 of the hanger B is attached to the metal support member 8 of the base material C. Or drill screws, ribs, bolts, etc. on the protrusions 8a, 13a of the wooden support 10, etc.

釘等の止着具14にて固着されている。このとき、その
吊子Bが下地材Cに固着されるもので、吊子Bは前記横
杆用建築用板Aの下馳部2のどの箇所にも一切固着され
ず、さらにその吊子Bの山形片6は下馳部2の山形状部
の上に載置され、その折返し弧状縁2eには係止しない
ようにして押圧された状態をなす。そして、前記横杆用
建築用板Aの下馳部2に隣接の横葦用建築用fiAO上
馳部3が回転するようにして係合され、吊子Bが存在し
てもその下馳部2と上馳部3との少なくとも一部即ち、
下馳部2の折返し弧状縁2eと上馳部3の先端弧状縁3
bとが長平方向の全長に亘って密着状態に係合して構成
され、これらが順次繰り返されて屋根又は壁等の横幕外
囲体が葺成施工されている。
It is fixed with fasteners 14 such as nails. At this time, the hanger B is fixed to the base material C, and the hanger B is not fixed to any part of the lower part 2 of the horizontal beam building board A, and furthermore, the hanger B is fixed to the base material C. The chevron-shaped piece 6 is placed on the chevron-shaped portion of the lower ridge portion 2, and is in a pressed state without being engaged with the folded arc-shaped edge 2e. Then, the adjacent fiAO upper ridge part 3 for horizontal reed construction is rotatably engaged with the lower ridge part 2 of the architectural board A for horizontal rams, and even if the hanger B is present, the lower ridge part 2 and at least a part of the upper part 3, that is,
The folded arcuate edge 2e of the lower ridge portion 2 and the tip arcuate edge 3 of the upper ridge portion 3
b are closely engaged with each other over the entire length in the long and horizontal direction, and these steps are repeated in order to form a horizontal curtain enclosure such as a roof or wall.

又、弧状端縁3cを設げた上馳部3の場合には、第2図
点線に示すようにその弧状端縁3cの基部を、前位の横
杆用建築用板Aの下馳部2の折返し弧状縁2eの端に当
接しつつ第2図において半時針方向に回転させ、これで
その上馳部3の先端弧状縁3bを折返し弧状縁2eに係
合して再び同図において時計方向に回転させ、その弧状
端縁3cお先端側を下馳部2の内面に接触するようにし
て葺成する。
In addition, in the case of the upper part 3 provided with an arcuate edge 3c, as shown by the dotted line in Figure 2, the base of the arcuate edge 3c is connected to the lower part 2 of the front horizontal beam building board A. is rotated in the direction of the half-hour hand in FIG. 2 while contacting the end of the folded arcuate edge 2e, and then the tip arcuate edge 3b of the upper part 3 is engaged with the folded arcuate edge 2e and rotated clockwise again in the same figure. The arcuate edge 3c is rotated to make contact with the inner surface of the lower part 2 so that the tip side thereof is in contact with the inner surface of the lower part 2.

又、第1図乃至第5図に示す如くその下馳部2に、隣接
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の山形状部の傾斜端部2dと、上馳部3の垂下状部3
a及び主板1の上馳部3寄りの部分とで略三角状の間隙
部15が必要に応して形成されている。
Also, as shown in FIGS. 1 to 5, when the upper beam part 3 of the adjacent horizontal beam building board A is engaged with the lower beam part 2, the slope of the chevron-shaped part of the lower beam part 2 increases. The end portion 2d and the hanging portion 3 of the upper ridge portion 3
A substantially triangular gap 15 is formed as necessary between the main plate 1 and the portion of the main plate 1 near the upper edge 3.

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

まず、特許請求の範囲第1項記載の発明においては、主
板1の一側端より上側に、山形状部の先端より折返し弧
状縁2eを形成した下馳部2を設け、その主板1の他側
より下側に前記下馳部2に係合可能な上馳部3を形成し
て横杆用建築用板Aとし、該横杆用建築用板へ〇主板1
の一側端を下地材C上に一定間隔に設けた突起部8a、
13aに当接させつつその横杆用建築用板へを下地材C
上に載置し、その下馳部2の山形状部を吊子Bの山形片
6で係止押圧しつつその吊子Bを下地材Cに固着し、前
記横杆用建築用板Aの下馳部2に隣接の横杆用建築用板
へ〇上馳部3を略回転させつつ係合し、該」二馳部3の
先端弧状縁3bを下馳部2の折返し弧状縁2eに長手方
向の全長に亘って密着させたことにより、第1に正負の
荷重に対して極めて強固な取付構造にできるし、第2に
板鳴現象をfW消でき、第3に横杆用建築用板Aの長平
方向の熱伸縮にも良好に対応でき、第4に葺成ピッチが
正確にでき、ひいてはこの施工を簡易且つ迅速にできる
等の作用効果を奏する。
First, in the invention described in claim 1, a lower part 2 having an arcuate edge 2e folded back from the tip of a chevron-shaped part is provided above one end of the main plate 1, and other parts of the main plate 1 are provided. An upper part 3 that can be engaged with the lower part 2 is formed on the lower side of the side to form a building board A for the horizontal beam, and the main board 1 is attached to the building board A for the horizontal beam.
protrusions 8a with one side end provided at regular intervals on the base material C;
13a, and apply the base material C to the building board for the horizontal rod.
The ridge-shaped part of the lower beam part 2 is fixed and pressed by the ridge-shaped piece 6 of the hanger B, and the hanger B is fixed to the base material C. Engage with the construction board for the horizontal beam adjacent to the lower beam part 2 while approximately rotating the upper beam part 3, and insert the tip arcuate edge 3b of the second beam part 3 into the folded arcuate edge 2e of the lower beam part 2. By closely adhering the entire length in the longitudinal direction, firstly, it is possible to create an extremely strong mounting structure against positive and negative loads, secondly, it is possible to eliminate the plate sound phenomenon, and thirdly, it is suitable for use in construction for horizontal beams. It can respond favorably to thermal expansion and contraction in the longitudinal direction of the plate A, and fourthly, the roofing pitch can be accurately determined, and this construction can be performed simply and quickly.

これらの作用効果を詳述すると、先ず、その下馳部2の
山形状部を吊子Bの山形片6で係止押圧しウ一その吊子
Bを下地材Cに固着し、その横杆用建築用板Aの下馳部
2に隣接の横杆用建築用板への上馳部3を略回転させつ
つ係合し、該上馳部3の先端弧状縁3bを下馳部2の折
返し弧状縁2eに長手方向の全長に亘って密着させたこ
とにより、吊子Bが存在してもその下馳部2と上馳部3
との係合箇所の一部で一番カが加わる折返し弧状縁2e
と先端弧状縁3bとが長手方向の全長に亘って密着状態
に係合できるため、風圧荷重等の交番的荷重や、この主
板1を浮き上げようとする強力な風圧(負)が加わって
も、その係合箇所が弛むようなこともなくなり、強固な
係合箇所にでき、該係合箇所全体を吊子Bで支持しつつ
これを下地材Cに固定した構造になっている。このよう
に、■下馳部2と上馳部3との係合箇所の一部を長平方
向の全長に亘って密着状態にしていること、■下馳部2
の山形状部のみを吊子Bの山形片6で係止抑圧している
こととが相乗的に作用して極めて強度的に勝れた保合箇
所を有する横幕外囲体を提供でき、風荷重等による交番
的荷重でそこがら外れて屡飛散する大きな欠点を悉く解
決できる。このように保合箇所全体を強固にできると、
強い風圧荷重等が加わっても板鳴現象等を確実に防止で
きる、。
To explain these effects in detail, first, the chevron-shaped part of the lower leg part 2 is locked and pressed by the chevron-shaped piece 6 of the hanger B, the hanger B is fixed to the base material C, and the horizontal rod is fixed. Engage the lower part 2 of the construction board A with the upper part 3 of the adjacent building board for the horizontal beam while approximately rotating the upper part 3, and insert the tip arcuate edge 3b of the upper part 3 into the lower part 2 of the lower part 2. By closely contacting the folded arcuate edge 2e over the entire length in the longitudinal direction, even if the hanger B exists, its lower part 2 and upper part 3
The folded arcuate edge 2e where the most force is applied at a part of the engagement point with the
and the tip arcuate edge 3b can be tightly engaged over the entire length in the longitudinal direction, so even if alternating loads such as wind pressure loads or strong wind pressure (negative) that tries to lift the main plate 1 This prevents the engagement from loosening and creates a strong engagement, and the structure is such that the entire engagement is supported by the hanger B and fixed to the base material C. In this way, (1) a part of the engagement portion between the lower ridge part 2 and the upper ridge part 3 is in close contact over the entire length in the longitudinal direction;
By locking and suppressing only the chevron-shaped portion of the hanger B with the chevron-shaped piece 6 of the hanger B, it is possible to provide a horizontal curtain outer enclosure having an extremely strong securing point, This solves the major drawback of the material often falling off and scattering due to alternating loads such as wind loads. If the entire bonded area can be strengthened in this way,
Even when strong wind pressure loads are applied, it is possible to reliably prevent plate rattling phenomena.

又、下馳部2に上馳部3を略回転させつつ係合したこと
で、ちょっと引っ掛けて回転させることで簡易且つ迅速
に係合でき、ひいて施工の勝れた横幕外四体を提供でき
る。
In addition, by engaging the upper part 3 with the lower part 2 while approximately rotating it, it can be engaged easily and quickly by slightly hooking it and rotating it. Can be provided.

又、その横幕用建築用板Aが伸縮度の高い材質(銅等)
であっても、或いばその横幕用建築用板Aを取付施工す
る地域が温度差が大きくても、その横幕用建築用板へが
長手方向に外気温に対応して熱伸縮しても、本発明にお
いては、吊子Bと横幕用建築用板Aとは一切固着状態に
なっておらず、押圧されつつも各々が独立した状態であ
り、その横幕用建築用板Aが熱伸縮しても吊子B箇所で
自由となっているため、何等熱応力が生ぜず、変形歪等
として発生しない横幕外囲体にできる。特に、本発明で
は、下馳部2の先端側までを吊子Bの係止部に係止した
ものではなく、あくまでもその下馳部2の山形状部のみ
を吊子Bの山形片6で係止押圧しているために、その下
馳部2と山形片6との摺動をスムーズでき、横幕用建築
用板Aが熱伸縮しても吊子B箇所で自由にできるもので
ある。
In addition, the architectural board A for the horizontal curtain is made of a material with high elasticity (copper, etc.)
Even if there is a large temperature difference in the area where the horizontal curtain building board A is installed, the horizontal curtain building board A will thermally expand and contract in the longitudinal direction in response to the outside temperature. However, in the present invention, the hanger B and the horizontal curtain building board A are not fixed at all, and each is in an independent state even though it is pressed, and the horizontal curtain building board A Even if it expands and contracts due to heat, it is free at the part of the hanger B, so it is possible to create a horizontal curtain outer envelope that does not generate any thermal stress or deformation strain. In particular, in the present invention, the tip side of the lower part 2 is not locked to the locking part of the hanger B, but only the chevron-shaped part of the lower part 2 is connected to the chevron-shaped piece 6 of the hanger B. Because it is locked and pressed, the lower part 2 and the chevron piece 6 can slide smoothly, and even if the horizontal curtain building board A expands and contracts due to heat, it can be freely moved at the part of the hanger B. .

従って、外表面に露出する横幕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。
Therefore, the main plate 1 of the horizontal curtain building board exposed on the outer surface can be made to have almost no deformation or strain.

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。このため、従来
の熱歪発生による強度の低下することや、熱歪等によっ
て生ずる板鳴現象も防止できる。
This allows for a strong connection structure in which almost no deformation or strain occurs even when subjected to external forces such as earthquakes. Therefore, it is possible to prevent the conventional decrease in strength due to thermal strain and the plate cracking phenomenon caused by thermal strain.

又、横幕用建築用板へを下地材Cに載置しつつその主板
1の側部端を下地材C上に一定間隔に設けた突起部8a
、13aに当接しつつ葺成ずれば自ずと葺成ピッチを正
確にできる。特に横幕用建築用板Aの長さが長尺であれ
ばある程、その左右側で誤差が生ずることが多い欠点を
一挙に解消できる。さらに、金属製支持材8と別部材な
った吊子Bを使用しても、その葺成方向の葺成ピッチの
割付が不要にでき、葺成を簡易且つ迅速にできる。
Further, while the construction board for the horizontal curtain is placed on the base material C, the side edges of the main board 1 are provided at regular intervals on the base material C with protrusions 8a.
, 13a, the pitch of the roofing can be made accurate. In particular, the longer the length of the architectural board A for the horizontal curtain, the more the drawback that errors often occur on the left and right sides can be eliminated at once. Furthermore, even if the hanger B, which is a separate member from the metal support member 8, is used, it is not necessary to allocate the roofing pitch in the roofing direction, and the roofing can be done simply and quickly.

又、金属クルキと一体になった爪状吊子では、その葺成
ピッチを確実にできる反面、この爪状吊子の基部が金属
疲労等により特に強度的に弱い欠点があったが、本発明
では解消して吊子Bにて強度性を有し、且つ葺成ピッチ
を正確にできるものである。
In addition, although the claw-shaped hanger integrated with the metal kuruki can ensure the pitch of the roofing, the base of the claw-shaped hanger has the disadvantage of being particularly weak in strength due to metal fatigue, etc. However, the present invention In this case, the hanger B has strength and the roofing pitch can be made accurately.

以上のように、強度性、対熱伸縮の対応性、施工性、板
鳴現象防止等の画期的な作用効果を奏するのに、構成は
極めて簡単で比較的安価に施工できる。
As described above, the structure is extremely simple and can be constructed at a relatively low cost, even though it has innovative effects such as strength, thermal expansion/contraction compatibility, workability, and prevention of plate ringing.

次に特許請求の範囲第2項記載の発明においては、前記
第1項記載の発明の構成において、上馳部3の先端側に
弧状端縁3Cを設け、下馳部2と上馳部3とを係合した
ときに、その弧状端縁3Cを下馳部2の内面に接触させ
たことにより、係合箇所はその弧状端縁3Cの存在にて
その内部が中空にでき、毛管現象を防止して、その係合
箇所への雨水の浸入を確実に防止できる。又、係合施工
に際して第2図点線に示すようにその弧状端縁3Cの基
部を、前位の横幕用建築用板Aの下馳部2の折返し弧状
縁2eの端に当接しつつ第2図におい、て半時針方向に
回転させ、これでその上馳部3の先端弧状縁3bを折返
し弧状縁2eに係合して再び同図において時計方向に回
転させて葺成することができ、保合施工が何等の技術を
要することなく極めて簡易且つ迅速にできる。他の構成
は特許請求の範囲第1項記載の発明と同様であるため、
これと同等の作用効果を発揮しうる。
Next, in the invention described in claim 2, in the structure of the invention described in claim 1, an arcuate edge 3C is provided on the tip side of the upper rib part 3, and the lower rib part 2 and the upper rib part 3 are provided. When the two are engaged, the arcuate edge 3C is brought into contact with the inner surface of the lower part 2, so that the engagement portion becomes hollow due to the presence of the arcuate edge 3C, which prevents capillary action. It is possible to reliably prevent rainwater from entering the engagement area. In addition, during the engagement construction, as shown by the dotted line in Figure 2, the base of the arcuate edge 3C is brought into contact with the end of the folded arcuate edge 2e of the lower leg portion 2 of the front side curtain construction board A, and the In Figure 2, it is rotated in the direction of the half-hour hand, and then the tip arched edge 3b of the upper ridge part 3 is folded back and engaged with the arched edge 2e, and then rotated clockwise in the same figure again to complete the roofing. , bonding work can be done extremely easily and quickly without requiring any skills. Since the other configurations are the same as the invention described in claim 1,
The same effect can be achieved.

なお、又、前記吊子Bの取付部5を、」二面が傾斜状の
突起部8a、13aに固着すれば、葺成時に、その横幕
用建築用板Aの下馳部2を張引3−るようにして取付け
ることができ、葺成ピッチをより正確にできると共に下
地材Cに、より強固且つ確実に取付けることができる。
In addition, if the attachment part 5 of the hanger B is fixed to the protrusions 8a and 13a whose two sides are inclined, the lower part 2 of the horizontal curtain building board A can be stretched during roofing. It can be attached in a manner that it can be pulled back and forth, and the roofing pitch can be made more accurate, and it can be attached to the base material C more firmly and reliably.

又、横幕用建築用板Aの下面に断熱材4を貼着すれば、
断熱性能の勝れた横幕外囲体を構成することかできる。
Also, if the heat insulating material 4 is attached to the bottom surface of the building board A for the horizontal curtain,
It is possible to construct a horizontal curtain enclosure with excellent heat insulation performance.

又、前記下馳部2と上馳部3及び主板1の上馳部3寄り
の部分とで第1図乃至第5図等に示す如く三角 。
Further, the lower ridge portion 2, the upper ridge portion 3, and the portion of the main plate 1 closer to the upper ridge portion 3 form a triangle as shown in FIGS. 1 to 5.

形状の間隙部15を形成すれば、前述のものと二重に毛
管現象を防止して、内部への雨水の浸入を確実に防止で
きる。
By forming the shaped gap 15, capillary phenomenon can be prevented twice as described above, and rainwater can be reliably prevented from entering the interior.

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

第1図は本発明の斜視図、第2図は第1図の縦断側面図
、第3図乃至第5図は本発明の別の実施例の縦断側面図
、第6図は吊子の斜視図、第7図は本発明の要部斜視図
、第8図は金属製支持材の斜視図、第9図は帯板の斜視
図である。 A・・・・・・横幕用建築用板、■・・・・・・主板、
2・・・・・・下馳部、 2e・・・・・・折返し弧状
縁、3・・・・・・上馳部、 3b・・・・・・先端弧
状縁、3C・・・・・・弧状端縁、 B・・・・・・吊
子、6・・・・・・山形片、 C・・・・・・下地材、
8a、13a・・・・・・突起部。
Fig. 1 is a perspective view of the present invention, Fig. 2 is a vertical cross-sectional side view of Fig. 1, Figs. 3 to 5 are longitudinal cross-sectional side views of another embodiment of the present invention, and Fig. 6 is a perspective view of a hanger. 7 is a perspective view of a main part of the present invention, FIG. 8 is a perspective view of a metal support member, and FIG. 9 is a perspective view of a band plate. A... Architectural board for side curtains, ■... Main board,
2...Lower ridge, 2e...Folded arcuate edge, 3...Upper ridge, 3b...Tip arcuate edge, 3C...・Arc-shaped edge, B...hanger, 6...chevron piece, C...base material,
8a, 13a... Protrusions.

Claims (1)

【特許請求の範囲】[Claims] (1)主板の一側端より上側に、山形状部の先端より折
返し弧状縁を形成した下馳部を設け、その主板の他側よ
り下側に前記下馳部に保合可能な上馳部を形成して横葦
用建築用板とし、該横葦用建築用板の主板の一例端を下
地材上に一定間隔に設けた突起部に当接させつつその横
葦用建築用板を下地材上に載置し、その下馳部の山形状
部を吊子の山形片で係止押圧しつつその吊子を下地材に
固着し、前記横葦用建築用板の下馳部に隣接の横葦用建
築用板の上馳部を略回転させつつ係合し、該上馳部の先
端弧状縁を下馳部の折返し弧状縁に長手方向の全長に亘
って密着させたことを特徴とした横張外囲体。 ζ2)主板の一側端より上側に、山形状部の先端より折
返しシ′へ伏線を形成した下馳部を設け、その主板の他
側より下側に前記下馳部に係合可能で先端側に弧状端縁
を設けた上馳部を形成して横葦用建築用板とし、該横葦
用建築用板の主板の一側端を下地材上に一定間隔に設け
た突起部に当接させつつその横葦用建築用板を下地材上
に載置し、その下馳部の山形状部を吊子の山形片で係止
押圧しつつその吊子を下地材に固着し、前記横葦用建築
用板の下馳部に隣接の横葦用建築用板の上馳部を略回転
させつつ係合し、核上馳部の先端弧状縁を下馳部の折返
し弧状縁に長手方向の全長に亘って密着させ、且つ前記
弧状端縁を下馳部の内面に接触させたことを特徴とした
横張外囲体。
(1) Above one end of the main plate, there is provided a lower part with an arcuate edge folded back from the tip of the chevron-shaped part, and below the other side of the main plate, there is an upper part that can be secured to the lower part. A construction board for horizontal reeds is formed by forming a horizontal reed construction board, and one end of the main plate of the construction board for horizontal reeds is brought into contact with protrusions provided at regular intervals on the base material, and the construction board for horizontal reeds is Place it on the base material, hold and press the chevron-shaped part of the sill part with the chevron-shaped piece of the hanger, fix the hanger to the base material, and attach it to the base part of the horizontal reed building board. The upper part of the adjacent building board for horizontal reeds is engaged while being substantially rotated, and the tip arcuate edge of the upper part is brought into close contact with the folded arcuate edge of the lower part over the entire length in the longitudinal direction. Characteristic horizontally stretched outer body. ζ2) Above one end of the main plate, provide a lower part that forms a foreshadowing line from the tip of the chevron-shaped part to the folded seam, and below the other side of the main plate, a lower part that can be engaged with the lower part and has a tip. A construction board for horizontal reeds is formed by forming an upper part with an arcuate edge on the side, and one end of the main plate of the construction board for horizontal reeds is placed in contact with protrusions provided at regular intervals on the base material. Place the construction board for horizontal reeds on the base material while making contact with the base material, and fix the hanger to the base material while holding and pressing the chevron-shaped part of the sill part with the chevron-shaped piece of the hanger. Engage the lower part of the construction board for horizontal reeds with the upper part of the adjacent construction board for horizontal reeds while approximately rotating, and extend the tip arcuate edge of the upper part of the core to the folded arcuate edge of the lower part. 1. A horizontally extending outer enclosure, characterized in that the outer enclosure is in close contact over the entire length in the direction, and the arcuate edge is in contact with the inner surface of the lower ridge part.
JP12695283A 1983-07-14 1983-07-14 Traverse covering outer enclosure Granted JPS6019856A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12695283A JPS6019856A (en) 1983-07-14 1983-07-14 Traverse covering outer enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12695283A JPS6019856A (en) 1983-07-14 1983-07-14 Traverse covering outer enclosure

Publications (2)

Publication Number Publication Date
JPS6019856A true JPS6019856A (en) 1985-02-01
JPH0358018B2 JPH0358018B2 (en) 1991-09-04

Family

ID=14947952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12695283A Granted JPS6019856A (en) 1983-07-14 1983-07-14 Traverse covering outer enclosure

Country Status (1)

Country Link
JP (1) JPS6019856A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626175A (en) * 1992-07-09 1994-02-01 Sumi Kenzaiten:Kk Method and clip for mounting building board

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626175A (en) * 1992-07-09 1994-02-01 Sumi Kenzaiten:Kk Method and clip for mounting building board

Also Published As

Publication number Publication date
JPH0358018B2 (en) 1991-09-04

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