JPS6023545A - Traverse covering outer enclosure - Google Patents

Traverse covering outer enclosure

Info

Publication number
JPS6023545A
JPS6023545A JP13024783A JP13024783A JPS6023545A JP S6023545 A JPS6023545 A JP S6023545A JP 13024783 A JP13024783 A JP 13024783A JP 13024783 A JP13024783 A JP 13024783A JP S6023545 A JPS6023545 A JP S6023545A
Authority
JP
Japan
Prior art keywords
horizontal
hanger
board
base material
main plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP13024783A
Other languages
Japanese (ja)
Other versions
JPH0358020B2 (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 JP13024783A priority Critical patent/JPS6023545A/en
Publication of JPS6023545A publication Critical patent/JPS6023545A/en
Publication of JPH0358020B2 publication Critical patent/JPH0358020B2/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、さらに横杆用建築用板の長手方向の
熱伸縮にも良好に対応でき、葺成ピッチを1確にでき、
ひいては葺成を簡易口、つ迅速にできる横幕外囲体に関
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 building boards for horizontal beams. The roofing pitch can be made exactly 1,
Furthermore, the present invention relates to a horizontal screen enclosure that can be easily and quickly roofed.

既に出願人は、軒先に平行に葺成する屋根又は壁等の横
幕外囲体を種々開発しており、施工性。
The applicant has already developed various types of horizontal curtain enclosures, such as roofs or walls, that are constructed 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(、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
い不都合があるし、又、従来より公知の横幕外囲体とし
て吊子を下馳部に係1トシてこれを固着したものが存在
している。この吊子は部分的なものであり、これが横杆
用建築用板の長平方向に適宜の間隔(例えば約30 c
m乃至約1m)のため、その吊子の頂部片が上馳部寄り
の主板の下面に当接している箇所以外の箇所では前記吊
子の頂部片の厚さに相当する隙間が生じており、即ち、
その吊子と吊子との間では下馳部に対し上馳部が浮いた
状態になっておリ、強固な取付ができないばかりか、暴
風等の風圧荷重による交番的荷重でそこから外れて屡飛
散する大きな欠点があるし、その隙間の存在にて風圧等
で常に板鳴現象が発生し、騒音公害ともなる重大な欠点
もあった。又、そのような横葦外囲体を施工中には、作
業員が隙間のある下馳部と上馳部との係合箇所に乗ると
そこが変形破損することも多い欠点があった。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に弱い欠点が
あった。又、このような吊子を設けずに、前記横幕用建
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、その横幕用建築用板がこの長平方向に外気温に
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、
横幕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
熱応力歪が生ず葛ようになると、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、例え横幕用建築用板と吊子
とが各々が独立した状態であっても横幕用建築用板Aが
熱伸縮に対応できない欠点があった。
Although it has excellent watertightness, it is not necessarily safe in terms of strength (the upper part of the roof is often unstable, and there are also drawbacks such as plate rattling phenomenon that often occurs. If you use hangers that are separate parts, the pitch of the roofing in the direction of the roofing cannot always be accurate, and the longer it is, the more errors will occur on the left and right sides, so it is difficult to make the roofing pitch parallel to each other. Moreover, there is a conventionally known horizontal curtain outer enclosure in which a hanger is attached to the lower part of the curtain and the hanger is fixed to the lower part. , this is an appropriate interval (for example, about 30 cm
m to approximately 1 m), there is a gap equivalent to the thickness of the top piece of the hanger at locations other than where the top piece of the hanger is in contact with the lower surface of the main plate near the upper part. , that is,
Between the hangers, the upper part of the hanger is floating relative to the lower part of the hanger, and not only can it not be firmly installed, but it can also come off due to alternating loads caused by wind pressure loads such as storms. It has the major drawback that it often scatters, and the presence of gaps always causes plate rattling due to wind pressure, etc., which also has the serious drawback of causing noise pollution. Furthermore, during the construction of such a horizontal reed enclosure, if a worker steps on the engagement part between the lower part and the upper part where there is a gap, the part is often deformed and damaged. In addition, the conventionally known claw-shaped hangers integrated with metal tarpaulins have the disadvantage that the strength of the base is particularly weak due to metal fatigue and the like. In addition, there were some models in which the rear side of the horizontal curtain building board was directly fixed with bolts, etc., without providing such hangers, but the horizontal curtain building board did not have any outside temperature in this long direction. When the product undergoes thermal expansion and contraction in response to the
This method has disadvantages such as deforming and straining the building boards for horizontal curtains or damaging the parts to which they are fixed. Furthermore, when thermal stress distortion occurs and kudzu occurs, this is also the cause of the plate ringing phenomenon. In addition, if the hanging part of the hanger locks up to the tip of the lower part, even if the horizontal curtain building board and the hanger are independent, the horizontal curtain building board will not work. A had the disadvantage 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
ッチを正確にできる簡単な構造の横葦外囲体の開発が要
望されていた。
For this reason, the horizontal reed outer enclosure has a simple structure that makes the attachment of the engagement part between the lower part and the upper part more solid, eliminates the crackling 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
略逆り字状になるように屈曲形成した下馳部を設け、こ
の後端より長手方向を向く突出条を形成し、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
て横幕用建築用板とし、該横幕用建築用板を下地材に載
置しつつその突出条を下地材上の一定間隔に設けた突起
部に係止し、前記突出条を吊子の係止部で係止押圧しつ
つその吊子を下地材に固着し、前記横幕用建築用板の下
馳部に隣接の横幕用建築用板の上馳部を略回転させつつ
係合して、その吊子の頂部片にて上馳部寄りの主板の下
面を支持するようにしたことにより、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
幕用建築用板の長手方向の熱伸縮にも良好に対応でき、
葺成ビ・ノチを正確にでき、ひいては葺成を簡易且つ迅
速にでき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, the present invention has been developed by providing a lower part bent in a substantially inverted shape above one side end of the main plate, and forming a protruding strip extending in the longitudinal direction from the rear end of the main plate. An upper part that can be attached to the lower part is formed below the other side of the main plate to form a construction board for a horizontal curtain, and the construction board for a horizontal curtain is placed on a base material and its protrusion is made. The strips are locked to protrusions provided at regular intervals on the base material, and while the protruding strips are locked and pressed by the locking portions of the hangers, the hangers are fixed to the base material. The lower part of the board is engaged with the upper part of the adjacent building board for horizontal curtains while being substantially rotated, so that the top piece of the hanger supports the lower surface of the main board near the upper part. As a result, it becomes extremely strong against positive and negative loads, eliminates the plate cracking phenomenon, and can also cope well with thermal expansion and contraction in the longitudinal direction of architectural boards for horizontal curtains.
The roofing bevels and notches can be made accurately, and the roofing can be done simply and quickly, thus solving the above-mentioned drawbacks and achieving the purpose.

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

第1図乃至第3図、第5図乃至第7図は本発明の実施例
の横葦外囲体を示し、Aは横幕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)端より上側に略逆り字状にな
るように屈曲形成した下馳部2が設けられ、該下馳部2
の後端より長手方向を向く断面三角形状又は半円等状の
突出条3が膨出形成され、該突出条3の後部より外方に
平坦状の端縁4が必要に応じて設けられ、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、隣接の横幕用建築用板Aの前記下馳部2に
適宜係合可能な上馳部5が屈曲形成されている。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。
1 to 3 and 5 to 7 show horizontal reed outer enclosures according to embodiments of the present invention, A is a construction board for horizontal curtains, and this figure is shown when the main board 1 is taken as a cross section. A lower frame part 2 is provided which is bent upward from the side (the right side of the unit side beam construction board A in FIG. 2, etc.) so as to have a substantially inverted shape.
A protruding strip 3 having a triangular or semicircular cross section facing in the longitudinal direction is bulged from the rear end, and a flat edge 4 is provided outward from the rear of the protruding strip 3 as necessary, The other side of the main plate 1 (the left side of the building board A for unit horizontal rods in Fig. 2, etc.)
Bently formed on the lower side is an upper ridge part 5 that can be appropriately engaged with the lower ridge part 2 of the adjacent horizontal curtain building board A. In this example, the main plate 1 is bent into a flat part, a gently sloped part, and a flat part.

その主板1下馳部2突出条3端縁4上馳部5とからなる
横幕用建築用板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IM
可能で且つ取り扱いやすいものとして約5m乃至10数
mに形成されることが多い。又、前記横幕用建築用板A
の主板1の下面から下馳部2突出条3端縁4までの下面
に発泡合成樹脂等の断熱材6が第5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5との形
状の具体的実施例として下馳部2は、第6図に示すよう
に、前記主板1の一側端より上側に立上り部2aが形成
され、該立上り部2aの上端より逆コ字状膨出条2bが
膨出形成され、該逆コ字状膨出条2bの頂辺の外端より
外側下方を向く傾斜状部2Cが設けられ、これら立上り
部2a逆コ字状膨出条2b(l斜状部2Cとで下馳部2
が屈曲形成されている。又、第1図乃至第3図、第5図
、第7図に示す如くその逆コ字状膨出条2bの頂辺と傾
斜状部2Cとの隅角部にL型凹部2dが形成されること
もある。前記逆コ字状膨出条2bは第3図、第5図等に
示すように比較的角型のものであったり、第1図、第2
図等に示すように丸型のものに形成されている。これに
対応する上馳部5は前記主板1の他側に比較的丸みをも
った略り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5a(垂下弧状部を含む)が形成
され、この下端より内方に弧状の先端縁5bが屈曲形成
されている。この垂下状部5aと先端縁5bとは連続し
た円弧状部として第1図、第2図等に示す如く形成され
ることも多い。前述の下馳部2に、隣接の横葦用建築用
板Aの上馳部5が係合されると、下馳部2と上馳部5と
の一部又は全体が長平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の逆コ字状膨出条2bに
、上馳部5の垂下状部5a及び主板Iの上馳部5寄りの
箇所が密着されるように構成されている。又、図示しな
いが、略逆り字状になるように屈曲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
のも下馳部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、平坦状の取付部7の一側に上側に断面三
角形状又は半円等状の係止部8が形成され、該係止部8
の外端より上方に傾斜状等の立上り状部9が形成され、
該立上り状部9の上端より後方(取付部7側)に頂部片
10が一体形成されている。前記立上り状部9の上端に
略水平状の副頂部片10aが前記頂部片10の前側位置
に形成されることもある。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11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
12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
ている。この隣接する金属製支持材12.12間の側部
突片間に発泡合成411脂板又は木毛板5石綿板等の断
熱板13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12と断熱板13とにより下地材Cが構
成されている。又、第6図、第7図の実施例では、木製
の母屋等の構造材11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14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
30cm乃至約1m)で多数併設され、この上に野地板
又は木すり等の下地板15が敷設されている。この第6
図。
The architectural board A for horizontal curtains, which is composed of the main plate 1, the lower part 2, the protruding strips 3, the edges 4, and the upper part 5, is integrally formed by appropriately bending a single metal plate, and its length in the longitudinal direction is as follows: It is long or shaped into an appropriate length. As an appropriate length, for example, luck IM
As it is possible and easy to handle, it is often formed in a length of about 5 m to more than 10 m. Moreover, the above-mentioned architectural board A for horizontal curtains
As shown in FIG. 5, a heat insulating material 6 such as foamed synthetic resin is adhered to the lower surface of the main plate 1 from the lower surface of the lower part 2 to the protruding strip 3 end edge 4 as required. As a specific example of the shape of the lower part 2 and the upper part 5, the lower part 2 has a rising part 2a formed above one end of the main plate 1, as shown in FIG. An inverted U-shaped bulging strip 2b is formed to protrude from the upper end of the rising portion 2a, and an inclined portion 2C is provided outward and downward from the outer end of the top side of the inverted U-shaped bulging strip 2b. The rising part 2a and the inverted U-shaped bulging strip 2b (l and the slanted part 2C form the lower part 2
is formed in a bent manner. Further, as shown in FIGS. 1 to 3, 5, and 7, an L-shaped recess 2d is formed at the corner between the top side of the inverted U-shaped bulging strip 2b and the inclined portion 2C. Sometimes. The inverted U-shaped bulging strip 2b may be relatively square as shown in FIGS. 3 and 5, or may be relatively square as shown in FIGS.
As shown in the figure, it is formed into a round shape. A corresponding upper part 5 is bent on the other side of the main plate 1 in a relatively rounded shape. That is, the main plate 1
A hanging portion 5a (including a hanging arc portion) is formed from the other end, and an arcuate tip edge 5b is bent inward from the lower end. The hanging portion 5a and the tip edge 5b are often formed as a continuous arc-shaped portion as shown in FIGS. 1, 2, and the like. When the upper rib part 5 of the adjacent horizontal reed construction board A is engaged with the lower rib part 2 described above, a part or the whole of the lower rib part 2 and the upper rib part 5 extend to the full length in the longitudinal direction. They are configured to be in close contact with each other. That is, the structure is such that the inverted U-shaped bulging strip 2b of the lower ridge portion 2 is in close contact with the hanging portion 5a of the upper ridge portion 5 and the portion of the main plate I near the upper ridge portion 5. Further, although not shown in the drawings, the lower part 2 is not limited to these embodiments as long as it is bent into a substantially inverted shape, and other suitable shapes are also included in the scope of the lower part 2. be done. Reference numeral B denotes a metal hanger, and a locking portion 8 having a triangular or semicircular cross section is formed on the upper side of one side of the flat mounting portion 7;
A rising portion 9, such as a sloped portion, is formed above the outer end of the
A top piece 10 is integrally formed behind the upper end of the rising portion 9 (on the mounting portion 7 side). A substantially horizontal sub-top piece 10a may be formed at the upper end of the rising portion 9 at a position on the front side of the top piece 10. This hanger B is formed by integrally forming plate pieces by press working, and is often provided with reinforcing ribs 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 12 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 meters to about 1 meter). A heat insulating board 13, such as a foam synthetic 411 fat board or a wood wool board 5 asbestos board, is placed between the side protrusions between the adjacent metal supports 12.12. In the embodiment shown in FIG. 1, the metal supporting material 12 and the heat insulating plate 13 constitute a base material C. In addition, in the embodiments shown in FIGS. 6 and 7, a structure is placed on the structural material 11 such as a wooden main building orthogonally (including substantially orthogonally).
In this way, wooden support members 14 such as rafters are provided approximately along the slope direction of the roof, etc., and a large number of these are installed at appropriate intervals (for example, about 30 cm to about 1 m), and on top of this, roofing boards, wood slats, etc. A base plate 15 is laid. This sixth
figure.

第7図の実施例では前記木製支持材14と下地板15と
により下地材Cが構成されている。又、第5図点線に示
す如く断面ハント形の金属製支持材12をC形鋼等の金
属製支持材12に替えこの上に断熱板13を敷設せず、
C形鋼等の金属製支持材12,12.・・・・・・のみ
にしたり、或いは前記断面ハツト形の金属製支持材12
,12.・・・・・・のみにしても下地材Cとしての範
順に包含される。さらに、木製の構造材11上に木製支
持材14を載せ、この上に下地板15を敷設せず、その
木製支持材14.14.・・・・・・のみで構成しても
下地材Cとしての範順に包含される。このような場合は
第5図に示す如く断熱材6付きの横葦用建築用板Aを葺
成するときが多い。前記金属製支持材12の門形部の頂
部には、その長平方向に一定間隔(前記横倍用建築角根
への幅方向の働き幅に相当している)に前記横葦用建築
用板Aの突出条3が係止できる断面三角形状又は半円状
等の突起部12a。
In the embodiment shown in FIG. 7, the wooden supporting material 14 and the base plate 15 constitute a base material C. In addition, as shown by the dotted line in FIG. 5, the metal support member 12 having a hunt-shaped cross section is replaced with a metal support member 12 such as C-shaped steel, and no heat insulating plate 13 is laid on top of the metal support member 12.
Metallic supports 12, 12, such as C-shaped steel. . . . only, or the metal support member 12 having a hat-shaped cross section.
,12. . . . alone is included in the scope of the base material C. Furthermore, the wooden support material 14 is placed on the wooden structural material 11, and the base plate 15 is not laid on this, and the wooden support material 14.14. . . . is also included in the scope of the base material C. In such cases, as shown in FIG. 5, horizontal reed construction boards A with heat insulating material 6 are often used. On the top of the gate-shaped part of the metal support member 12, the horizontal reed construction boards are placed at regular intervals in the long plane direction (corresponding to the working width in the width direction to the horizontal reed construction corner root). A protrusion 12a having a triangular or semicircular cross section to which the protruding strip 3 of A can be engaged.

12a、・・・・・・が第1図乃至第3図、第5図、第
8図、第9図に示す如く設けられている。前記断面ハン
ト形の金属製支持材12の下面に、第1図。
12a, . . . are provided as shown in FIGS. 1 to 3, 5, 8, and 9. FIG.

第2図、第5図、第8図点線、第9図点線に示すように
断熱材12bが必要に応じて設けられている。16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。この防湿材16は第6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
。17は長尺な金属製の帯板で、その長手方向に一定間
隔(前記横葦用建築用板Aの幅方向の働き幅に相当して
いる)に横葦用建築用板への突出条3が係止できる断面
三角形状又は半円状等の突起部17a、1.7a、・・
・・・・が第6図、第10図、第11図に示す如く設け
られている。この帯板17は下地板15等による下地材
Cの場合に取付けられる。
As shown in FIG. 2, FIG. 5, dotted lines in FIG. 8, and dotted lines in FIG. 9, a heat insulating material 12b is provided as necessary. 16 is a moisture-proof material, such as asphalt roofing, and the base material C
laid on top of the Although this moisture-proofing material 16 is shown in FIGS. 6 and 7, it is omitted in FIGS. 1, 2, etc. Reference numeral 17 denotes a long metal strip plate, and projecting strips are provided on the horizontal reed construction board at regular intervals in the longitudinal direction (corresponding to the working width in the width direction of the horizontal reed construction board A). Protrusions 17a, 1.7a, etc. having a triangular or semicircular cross section that can be locked with
... are provided as shown in FIGS. 6, 10, and 11. This strip plate 17 is attached when the base material C is made of the base plate 15 or the like.

前記横骨用建築用板Aの突出条3が、下地材Cの金属製
支持材12の突起部1.2 a又はこの上の帯板17の
突起部17aに係止されつつその金属製支持材12又は
帯板17の長手方向に対して横骨用建築用板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。そして前記横骨用建築用板Aの突出条3が
吊子Bの係止部8にて係止押圧されつつその吊子Bの取
付部7が下地材Cの金属製支持材12又は木製支持材1
4等にドリルビス又はリベット、ボルト・ナツト。
The protruding strip 3 of the horizontal bone building board A is engaged with the protrusion 1.2a of the metal support member 12 of the base material C or the protrusion 17a of the strip plate 17 thereon, while the protrusion strip 3 is attached to the metal support. It is placed on the base material C so that the longitudinal direction of the horizontal bone building board A is orthogonal (including substantially orthogonal) to the longitudinal direction of the material 12 or the strip plate 17. Then, while the protruding strip 3 of the horizontal frame building board A is locked and pressed by the locking part 8 of the hanger B, the attachment part 7 of the hanger B is attached to the metal support member 12 or wooden support of the base material C. Material 1
4. Drill screws or rivets, bolts and nuts.

釘等の止着具18にて固着されている。このとき、その
吊子Bが下地1オCに固着されるもので、吊子Bは前記
横骨用建築用板Aの下馳部2のどの箇所にも一切固着さ
れず、押圧された状態をなす。そして、前記横倍用建築
用板へ〇下馳部2に隣接の横骨用建築用板Aの上馳部5
が略回転されつつ係合され、その吊子Bの頂部片1oに
て隣接の横骨用建築用板Aの上馳部5寄りの主板1の下
面が支持するように取付けられ、その吊子Bの各部は下
馳部2と上馳部5との係合箇所間には一切挿入されてお
らず、その下馳部2と上馳部5との一部又は全体が長手
方向の全長に亘って密着4に態に構成され、これらが順
次繰り返されて屋根又は壁等の横葦外囲体が葺成施工さ
れている。
It is fixed with fasteners 18 such as nails. At this time, the hanger B is fixed to the base 1C, and the hanger B is not fixed to any part of the lower part 2 of the horizontal frame building board A, but is in a pressed state. to do. Then, to the horizontal building board 〇 Upper part 5 of the horizontal part building board A adjacent to the lower part 2
are engaged while being substantially rotated, and the lower surface of the main plate 1 near the upper part 5 of the adjacent horizontal frame building board A is attached so as to be supported by the top piece 1o of the hanger B, and the hanger Each part of B is not inserted between the engagement portions of the lower part 2 and the upper part 5, and part or all of the lower part 2 and the upper part 5 extend over the entire length in the longitudinal direction. The structure is constructed in a form of close contact 4, and these steps are repeated in order to construct a horizontal reed enclosure such as a roof or wall.

又、第1図、第2図等に示すように吊子Bに副頂部片1
0aが形成されている場合には、該副頂部片10aが、
前記下馳部2のL型凹部2dを押圧するようにして取付
られる。この場合にも依然としてその下馳部2と上馳部
5との一部又は全体が長手方向の全長に亘って密着状態
をなしている。
In addition, as shown in Fig. 1, Fig. 2, etc., a sub top piece 1 is attached to the hanger B.
0a is formed, the sub-top piece 10a is
It is attached by pressing against the L-shaped recess 2d of the lower part 2. In this case as well, part or all of the lower ridge portion 2 and the upper ridge portion 5 are still in close contact over the entire length in the longitudinal direction.

又、第3図点線に示す如くその下馳部2に、隣接の横骨
用建築用板Aの上馳部5が係合されると、下馳部2の逆
コ字状膨出条2bの立上り辺と、上馳部5の垂下状部5
a及び主板1の上馳部5寄りの部分とで略三角形状の間
隙部19が必要に応して形成されている。
Moreover, when the upper rib part 5 of the adjacent horizontal bone construction board A is engaged with the lower rib part 2 as shown by the dotted line in FIG. The rising side of and the hanging part 5 of the upper ridge part 5
A substantially triangular gap 19 is formed as necessary between the main plate 1a and the portion of the main plate 1 closer to the upper edge 5.

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の一側端より上側に略逆り字
状になるように屈曲形成した下馳部2を設け、この後端
より長手方向を向く奥出条3を形成し、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
して横倍用建築用板人とし、該横骨用建築用板Aを下地
材Cに載置しつつその突出条3を下地材C上の一定間隔
に設けた突起部12a、17aに係止し、前記突出条3
を吊子Bの係止部8で係止押圧しつつその吊子Bを下地
材Cに固着し、前記横倍用建築用板へ〇下馳部2に隣接
の横骨用建築用板への上馳部5を略回転させつつ係合し
て、その吊子Bの頂部片10にて上馳部5寄りの主板1
の下面を支持するようにしたことにより、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
板鳴現象を解消でき、第3に横骨用建築用板Aの長手方
向の熱伸縮にも良好に対応でき、第4に葺成ピッチを正
確にでき、ひいては葺成を簡易且つ迅速にでき 。
In the present invention, a lower part 2 is provided above one side end of the main plate 1 and is bent in a substantially inverted shape, and a recessed part 3 facing in the longitudinal direction is formed from the rear end of the lower part 2. An upper frame part 3 that can engage with the lower frame part 2 is formed below the other side of the main plate 1 to form a horizontal double building board, and the horizontal frame building board A is placed on a base material C. While placing the protruding strips 3 on the base material C, the protruding strips 3 are engaged with protrusions 12a and 17a provided at regular intervals on the base material C, and the protruding strips 3
While holding and pressing the hanger B with the locking part 8 of the hanger B, fix the hanger B to the base material C, and transfer it to the above-mentioned horizontal frame building board 〇 To the side frame building board adjacent to the lower frame part 2 The upper part 5 is engaged while being substantially rotated, and the main plate 1 near the upper part 5 is engaged with the top piece 10 of the hanger B.
By supporting the lower surface of the plate, firstly, it is possible to create an extremely strong mounting structure against positive and negative loads, secondly, the plate cracking phenomenon can be eliminated, and thirdly, the construction plate A for the transverse bone can be It can cope well with thermal expansion and contraction in the longitudinal direction, and fourthly, the roofing pitch can be made accurate, and the roofing can be completed simply and quickly.

る等の作用効果を奏する。It has effects such as:

これらの作用効果を詳述すると、先ず、その突出条3を
吊子Bの係止部8で係止押圧しつつその吊子Bを下地材
Cに固着し、その吊子Bの頂部片10にて上馳部5寄り
の主板1の下面を支持するようにしたことで、吊子Bの
頂部片10はその下馳部2と上馳部5との係合箇所間に
は挿入されず、その下馳部2と上馳部5との一部又は全
体が長手方向の全長に亘って密着状態に係合できるし、
又、横骨用建築用板Aの突出条3が下地材C上の突起部
12a、17aに係止されているため、その横骨用建築
用板Aの主板1箇所に、該主板1を浮き上げようとする
強力な風圧(負)や風圧荷重等の交番的荷重が加わって
も、その突出条3と突起部12a、17aとの係止状態
にてその係合箇所が弛むようなこともなくなり、強固な
る保合箇所として提供できるし、又、前記吊子Bの頂部
片10にて隣接の横骨用建築用板への上馳部5寄りの主
板1の下面を支持できるので、前記主板Iの上馳部5寄
り(水下側)が係合箇所で膨出した形状になっていても
、その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5との一部又は全体が全長に亘って密着状態
に係合していること、■突出条3を吊子Bにて係止押圧
していること、■突出条3と突起部12a、17aとを
係止状態にしたこと、■吊子Bの頂部片10にて上馳部
5寄りの主板1の下面を支持したこととが相乗的に作用
して極めて強度的に勝れた係合箇所を有する横葦外囲体
を提供できる。このため横葦外囲体を施工中に、作業員
がその下馳部2と上馳部5との係合箇所に乗るとそこが
変形破損することも一切解消できる。このように係合箇
所全体が強固となると、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。従って、従来のように吊
子と吊子との間は下馳部に対し上馳部が浮いた状態にな
っており、強固な取付ができないばかりか、風@重等に
よる交番的荷重でそこから外れて屡飛散する大きな欠点
を悉く解決できる。
To explain these effects in detail, first, the hanging bar B is fixed to the base material C while the protruding strip 3 is locked and pressed by the locking part 8 of the hanging bar B, and the top piece 10 of the hanging bar B is fixed. By supporting the lower surface of the main plate 1 near the upper part 5, the top piece 10 of the hanger B is not inserted between the engagement part between the lower part 2 and the upper part 5. , a part or the whole of the lower part 2 and the upper part 5 can be tightly engaged over the entire length in the longitudinal direction,
In addition, since the protruding strips 3 of the horizontal bone construction board A are locked to the protrusions 12a and 17a on the base material C, the main plate 1 is attached to one place on the main plate of the horizontal bone construction board A. Even if an alternating load such as strong wind pressure (negative) or wind pressure load that tries to lift it up is applied, the engaged portion of the protruding strip 3 and the protrusions 12a and 17a will not loosen in the locked state. In addition, the top piece 10 of the hanger B can support the lower surface of the main plate 1 near the upper part 5 of the adjacent horizontal frame building board. Even though the upper part 5 of the main plate I (underwater side) has a bulging shape at the engagement point, the entire engagement point is supported by the hanger B and fixed to the base material C. It has a structure. In this way, 1) the lower part 2 and the upper part 5 are partially or entirely engaged over the entire length, and 2) the protruding strip 3 is locked and pressed by the hanger B. ■ The protruding strip 3 and the protrusions 12a, 17a are in a locked state; ■ The top piece 10 of the hanger B supports the lower surface of the main plate 1 near the upper part 5. Therefore, it is possible to provide a horizontal reed outer enclosure having an engagement portion with extremely high strength. Therefore, it is completely possible to eliminate the problem of deformation and damage to the engagement part between the lower part 2 and the upper part 5 if a worker steps on the part where the lower part 2 and the upper part 5 are engaged while the horizontal reed outer enclosure is being constructed. When the entire engagement portion is strengthened in this way, it is possible to reliably prevent plate rattling phenomena even when a strong wind pressure load or the like is applied. Therefore, unlike in the past, the upper part of the hanger is floating relative to the lower part of the hanger, which not only makes it impossible to install firmly, but also causes alternating loads due to wind, weight, etc. This solves all the major drawbacks that often occur when it comes off and scatters.

又、略逆I、字状になるように屈曲形成した下馳部2に
、隣接の横幕用建築用板Aの上馳部5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、全体としても施工性の極めて
勝れた横葦外囲体にできる。
In addition, by substantially rotating and engaging the upper frame part 5 of the adjacent horizontal curtain building board A with the lower frame part 2 bent to form a substantially inverted I shape, the upper frame part 5 of the adjacent horizontal curtain architectural board A is engaged with the lower frame part 2, which is bent to form a substantially inverted I shape. By doing so, it is possible to engage easily and quickly, and as a whole, it is possible to obtain a horizontal reed outer enclosure with extremely excellent workability.

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、或いはその横倍用建築用板へを取付施工す
る地域が温度差が大きくても、その横幕用建築用板A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、同等熱応力が生ぜず、変形歪等
として発生しない横葦外囲体にできる。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、あくまでもその突出条3及び下馳部2の
後部等を吊子Bにて押圧しているために、その突出条3
と吊子B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。従
って、外表面に露出する横幕用建築用板Aの主板1には
変形歪等が殆ど発生しないものにできる。このようなこ
とは地震等の外力に対しても変形歪等が殆ど発生しない
強固な接続構造にできる。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。
In addition, the architectural board A for the horizontal curtain is made of a material with high elasticity (copper, etc.)
Even if the area where the horizontal curtain construction board A is installed has a large temperature difference, even if the horizontal curtain construction board A expands and contracts due to the outside temperature in the longitudinal direction. In the present invention, the hanger B and the horizontal curtain building board A are not in a fixed state at all, and each is in an independent state even though they are pressed, and the horizontal curtain building board A is heated. Even if it expands and contracts, it is free at the hanger B, so it is possible to create a horizontal reed enclosure that does not generate equivalent thermal stress and does not generate deformation strain or the like. In particular, in the present invention, the tip side of the lower leg part 2 is not locked to the locking part of the hanger B, but the protruding strip 3 and the rear part of the lower leg part 2 are pressed by the hanger B. Because of this, the protruding strip 3
This allows for smooth sliding between the hanger B and the hanger B, and even if the horizontal curtain building board A expands and contracts due to heat, the hanger B can be freely moved. Therefore, the main plate 1 of the horizontal screen architectural board A exposed on the outer surface can be made to have almost no deformation or distortion. 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Aを下地材Cに載置しつつその突出
条3を下地材C上に一定間隔に設けた突起部12a、1
7aに係止したので、これに係止しつつ葺成すれば自ず
と葺成ピッチを正確にできる。待に、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12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 1簡
易且つ迅速にできる。又、金属クルキと一体になった爪
状吊子では、その葺成ピン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、本発明ではこれを解消して吊子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, while the horizontal curtain building board A is placed on the base material C, the protruding strips 3 are provided on the base material C at regular intervals as projections 12a, 1.
Since it is locked to 7a, if the roofing is done while being locked to this, the pitch of the roofing can be made accurately. Wait, architectural board A for horizontal curtains
The longer the length, the more the disadvantage that errors often occur on the left and right sides can be eliminated all at once. Furthermore, even if the hanger B, which is a separate member from the metal support member 12, is used, it is not necessary to allocate the roofing pitch in the roofing direction, and the roofing can be done easily and quickly. In addition, although the claw-like suspender integrated with the metal kuruki can ensure the pinching of the roof, the base of the claw-like suspender has a drawback that its strength is particularly weak due to metal fatigue, etc. However, the present invention Now, this problem can be solved, and 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.

なお、横幕用建築用板への下面に断熱祠6を貼着すれば
、断熱性能の勝れた横葦外囲体を構成することができる
。又、第3図点線に示ず如くその下馳部2に、隣接の+
Ik葺用建築用扱角根上馳部5を係合したときに、下馳
部2と、上馳部5の垂下状部5a及び主板1の上馳部5
寄りの部分とで略三角形状等の間隙部19を形成するよ
うにすれば、毛管現象を防止して内部への雨水の浸入を
確実に遮断できる。
In addition, by attaching the heat insulating shrine 6 to the lower surface of the building board for the horizontal reed, a horizontal reed outer enclosure with excellent heat insulation performance can be constructed. Also, as shown in the dotted line in Figure 3, there is an adjacent +
When the handle angle base upper part 5 for Ik roof construction is engaged, the lower part 2, the hanging part 5a of the upper part 5, and the upper part 5 of the main plate 1.
By forming a substantially triangular gap 19 with the closer portion, capillary action can be prevented and rainwater can be reliably blocked from entering the interior.

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

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図は本発明の別の実施例の縦断側面図、第4図は
吊子の斜視図、第5図、第6図は本発明の別の実施例の
縦断側面図、第7図、は本発明の要部斜視図、第8図、
第9図は金属製支持材の斜視図、第10図、第11図は
帯板の斜視図である。 A・・・・・・横葦用建築用板、 1・・・・・・主板
、2・・・・・・下馳部、 3・・・・・・突出条、5
・・・・・・上馳部、 B・・・・・・吊子、8・・・
・・・係止部、 1o・・・・・・頂部片、C・・・・
・・下地材、12a、17a・・・・・・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, FIG. 3 is a vertical cross-sectional side view of another embodiment of the present invention, FIG. 6 is a vertical sectional side view of another embodiment of the present invention, FIG. 7 is a perspective view of essential parts of the present invention, and FIG.
FIG. 9 is a perspective view of the metal support material, and FIGS. 10 and 11 are perspective views of the band plate. A... Architectural board for horizontal reeds, 1... Main plate, 2... Lower foot part, 3... Protruding strip, 5
・・・Upper part, B・・・Hipper, 8...
... Locking part, 1o ... Top piece, C ...
... Base material, 12a, 17a... Protrusion.

Claims (1)

【特許請求の範囲】[Claims] (11主板の一側端より上側に略逆11字状になるよう
に屈曲形成した下馳部を設け、この後端より長手方向を
向く突出条を形成し、その主板の他側よりF側に前記下
馳部に係合可能な上馳部を形成して横杆用建築用板とし
、該横杆用建築用板を下地材に載置しつつその突出条を
下地材上の一定間隔に設けた突起部に係止し、前記突出
条を吊子の係止部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
築用板の一ヒ馳部を略回転させつつ係合して、その吊子
の頂部片にて上馳部寄りの主板の下面を支持するように
したことを特徴とした横倍外四体。
(11 A lower part bent in a substantially inverted 11 shape is provided above one side end of the main plate, and a protruding strip facing in the longitudinal direction is formed from the rear end of the main plate. An upper part that can be engaged with the lower part is formed to form a building board for a horizontal beam, and while the building board for a horizontal beam is placed on a base material, its protruding stripes are placed at regular intervals on the base material. The projecting strip is fixed to the base material while the protruding strip is locked and pressed by the locking part of the hanger, and the hanger is fixed to the base material. A horizontal folding panel characterized in that one hinge part of the architectural board for the horizontal beam is engaged while being substantially rotated, and the top piece of the hanger supports the lower surface of the main board near the upper part. Four outer bodies.
JP13024783A 1983-07-19 1983-07-19 Traverse covering outer enclosure Granted JPS6023545A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13024783A JPS6023545A (en) 1983-07-19 1983-07-19 Traverse covering outer enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13024783A JPS6023545A (en) 1983-07-19 1983-07-19 Traverse covering outer enclosure

Publications (2)

Publication Number Publication Date
JPS6023545A true JPS6023545A (en) 1985-02-06
JPH0358020B2 JPH0358020B2 (en) 1991-09-04

Family

ID=15029659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13024783A Granted JPS6023545A (en) 1983-07-19 1983-07-19 Traverse covering outer enclosure

Country Status (1)

Country Link
JP (1) JPS6023545A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06119803A (en) * 1992-10-06 1994-04-28 K T K:Kk Illumination method for expressway tunnel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06119803A (en) * 1992-10-06 1994-04-28 K T K:Kk Illumination method for expressway tunnel

Also Published As

Publication number Publication date
JPH0358020B2 (en) 1991-09-04

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