JPS5876643A - Large outer enclosure - Google Patents

Large outer enclosure

Info

Publication number
JPS5876643A
JPS5876643A JP17477081A JP17477081A JPS5876643A JP S5876643 A JPS5876643 A JP S5876643A JP 17477081 A JP17477081 A JP 17477081A JP 17477081 A JP17477081 A JP 17477081A JP S5876643 A JPS5876643 A JP S5876643A
Authority
JP
Japan
Prior art keywords
horizontal
edge
horizontal edge
vertical
bulging
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.)
Pending
Application number
JP17477081A
Other languages
Japanese (ja)
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 JP17477081A priority Critical patent/JPS5876643A/en
Publication of JPS5876643A publication Critical patent/JPS5876643A/en
Pending legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (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、強度的に勝れ、施工が簡易且つ迅速にでき、
施工費を大幅に低廉化でき、しかも雨仕舞を極めて良好
にできる屋根または壁等の大蓋外囲体に関する。
[Detailed description of the invention] The present invention has superior strength, can be constructed easily and quickly,
This invention relates to a large cover enclosure such as a roof or wall that can significantly reduce construction costs and provide excellent rain protection.

既に1出願人は、施工性9強度性9価格性等の見地より
大型建築用板自体が構造材としての役割も有するものを
使用した屋根または壁等の大型外囲体を種々開発してい
る。、ところが、金属板の板厚を厚くし、且つ断面形状
を大型化したもの\みでは部材コストが割高になる不都
合がらっ嶋勿論、棗好なる雨仕舞も要求される。
One applicant has already developed various large enclosures such as roofs or walls using large construction boards that also serve as structural materials from the viewpoint of workability, strength, price, etc. . However, when the thickness of the metal plate is increased and the cross-sectional shape is increased, the cost of the parts becomes relatively high, and of course, a good rain protection is required.

そこで本発明は、膨出条を中間に設は九底部の両側に外
側上向の比較的高さの高い傾斜部を形成し、該傾斜部の
長手方向に適宜な間隔をおいて膨出部を設け、その内傾
斜部の上端より外側に頂部を形成し、この両外端より垂
直部を形成し、−儒の垂直部の上端より内方に水平縁を
形成し、他側の垂直部の上端より外方に水平部、垂下状
端縁を連続形成し、これらを比較的厚材の金属製とした
大蓋建築用板を梁材に直交するよう処して載置1その建
染用板の一側の垂直部、水平縁に1隣接の大型建築用板
の他側の垂直S、水平部、fl下状端縁を橿うようにし
て載置し、該垂下状端縁を屈曲して水平縁裏面にその端
を圧着し、その基郁儒は円弧状に屈曲して空tiuat
形成したことにより、銭 その構が簡単で、施工が簡易且つ迅速にできるし膨出条
、Ill出郷の存在にて断面係数を増加させ、全体構造
を極めて強固にでき これらKよp施工費を大幅に低廉
化できるし、さらに1馳締も簡単であり、その空隙部形
成にて雨仕舞を好適なものKでき前岬の不都合等を解消
したものである。
Therefore, in the present invention, a bulging strip is provided in the middle, and a relatively high sloped portion facing outward and upward is formed on both sides of the nine-bottom portion, and the bulging portion is spaced at appropriate intervals in the longitudinal direction of the sloped portion. A top is formed outside the upper end of the inner inclined part, a vertical part is formed from both outer ends of the vertical part, a horizontal edge is formed inward from the upper end of the vertical part, and a vertical part on the other side is formed. A large architectural board with a horizontal part and a hanging edge continuously formed outward from the upper end and made of relatively thick metal is placed perpendicular to the beam material 1. Place the vertical part and horizontal edge of one side of the board in such a way that the vertical S, horizontal part, and fl lower edge of the other side of the adjacent large architectural board are bent, and bend the drooping edge. Crimp the end to the back side of the horizontal edge, bend the base into an arc shape and press the
Due to this structure, the structure of the coin is simple, construction can be done easily and quickly, and the presence of bulges and ridges increases the section modulus, making the overall structure extremely strong. The cost can be significantly reduced, and furthermore, it is easy to tighten, and the formation of the gap makes it suitable for rain protection and eliminates the inconveniences of the front cape.

その構造を図面にて説明する。The structure will be explained with reference to the drawings.

Aは大長尺(約10漢乃至30m)の金属製の比較的厚
材の大型建築用板でありて、その高さは、約0.5輌乃
至約0.8mで、幅約1sm乃至約1.5mである。そ
の平坦状の底部IC>中間に、上向Kl(図面参照)乃
至複数の長手方向を向く膨出条2が屈曲形成されている
。その底部1OM側に外側上方に向かい、且つ比較的高
さの高い傾斜部3゜3が形成されている0誼傾斜部30
上方位置に長手方向を向く側部膨出条4が必要に応じて
上向に屈曲形成されている。その側部膨出条4より下側
の傾斜部3−または傾斜部3の全高さ箇所に長手方向に
適宜な間隔をおいて(例えば、約503乃至約IW@)
、技手方向に直交して上向に膨出部5が膨出形成されて
いる。その傾斜部3,3の夫々上端より外側に略平坦状
の頂部6.6が形成されている。図面の実施例では、そ
の頂部6は外fillK向りて少し上り勾配に形成され
ているが、これに限定されない。7a、7hは垂直部で
、その両側の頂部6.6の外端より上方に形成されてい
る。該垂直@7g(大型建築用数人の一側で、第4図に
おいて右116)は、大型建築用板Aの他側の垂直部7
hよりも、略板厚だけ低く形成されている。8a、8h
は水平縁、水平部であって、該水平縁8sは垂直部7g
の上端より内側に一体形成され、その水平部86は垂直
11s7にの上端より外側に設ゆられている。その水平
部8hは水平縁8−よりも少し広幅に形成されている。
A is a large building board made of relatively thick metal material, which is long (approximately 10 meters to 30 meters), and its height is approximately 0.5 meters to approximately 0.8 meters, and the width is approximately 1 sm to 30 meters. It is approximately 1.5m. In the middle of the flat bottom IC, a plurality of bulging strips 2 facing upward Kl (see drawing) or in the longitudinal direction are bent. An inclined part 30 having a relatively high inclined part 3°3 facing outward and upward on the bottom 1OM side thereof.
A side bulging strip 4 facing in the longitudinal direction is formed upwardly and bent upward as required. Appropriate intervals are provided in the longitudinal direction at the sloped portion 3- or the entire height of the sloped portion 3 below the side bulging strip 4 (for example, approximately 503 to approximately IW@).
, a bulging portion 5 is formed to bulge upward perpendicular to the direction of the operator's hand. A substantially flat top portion 6.6 is formed outside the upper end of each of the inclined portions 3,3. In the embodiment shown in the drawings, the top portion 6 is formed with a slight upward slope toward the outside fillK, but the present invention is not limited thereto. 7a and 7h are vertical portions formed above the outer ends of the top portions 6.6 on both sides thereof. The vertical part 7g (on one side of the large construction board, right 116 in FIG. 4) is the vertical part 7 on the other side of the large construction board A.
It is formed to be lower than h by approximately the plate thickness. 8a, 8h
is a horizontal edge, a horizontal portion, and the horizontal edge 8s is a vertical portion 7g.
The horizontal portion 86 is provided outside the upper end of the vertical 11s7. The horizontal portion 8h is formed to be slightly wider than the horizontal edge 8-.

9は垂下状端縁で、水平部8&の外側端より下向に形成
され、該垂下状端縁9と水平部8&との隅角部は弧状く
形成されている。このよう表底部1膨出条2傾斜839
 3(必要に応じて側部膨出条4)II出部5頂s6.
6垂直部’Ia、7に水平縁8m水平部8&垂下状端縁
IKて構成された大型建築用板人は一枚の大長尺の比較
的厚材(約1.5〜乃至約3’¥;)O金属板がロール
成形機等にて一体形成されている。
Reference numeral 9 denotes a hanging edge, which is formed downward from the outer end of the horizontal portion 8&, and the corner portion between the hanging edge 9 and the horizontal portion 8& is formed in an arc shape. Like this, the front bottom 1 bulging strip 2 slope 839
3 (side bulging strip 4 if necessary) II projecting portion 5 top s6.
A large architectural board consisting of 6 vertical part 'Ia, 7 horizontal edge 8m horizontal part 8 & hanging edge IK is one large long piece of relatively thick material (about 1.5 to about 3'¥;)O The metal plate is integrally formed using a roll forming machine or the like.

その膨出部5のみは、ロール成形加工後に、プレス金I
IKで成形される。Bは梁材で、構造物の上部等に複数
略平行に設けられている。10は大蓋山状の支持体で、
隣接する大型建築用板人2人の頂部6.6傾斜部3.3
底部1.1を支持するような形状をなし、断面が中空方
形O管体(図面参〜・照)や板材等で構成され、その支
持体100両底辺がベースll上に固着(図面参照)t
たは軸支され、鋏ペース11が、梁材B上にボルト等に
て固着されている0また、その支持体10を直JiK梁
材B上に固着すること4hあるO大型建築用板Aの長手
方向が梁材BK直交(略直交も含む)するようKして、
大型建築用板ムが支持体10に載置され、蚊支持体10
と頂部6,6とがボルト・ナツト等にて固着される0そ
して、その大型建築用板Aの一側の垂直部7・水平縁8
・に、隣接の大型建築用板人の他側の垂直部7&水平部
8&垂下状端縁9が載置され、該垂下状端縁9が下側か
ら内方(水平縁8alll)に屈曲され、その端が水平
縁1141の裏面に圧着され、且つ垂下状端縁9の基部
儒(上端*)は円弧状に屈曲されて空隙部12が形成さ
れている。また、必要に応じて垂直部76.7番がボル
ト・ナツトにて適宜の間隔をおいて固着されることもめ
る(第3図点線位参照)Oこれらが順次繰返されて屋根
tたは壁等の大型外囲体が施工されている。また、図示
し々いが、大型建築用板Aの底部1傾斜部3,3頂部6
,6の夫々裏面に発泡合成樹脂、ロックウール郷の断熱
材が貼着されることもある0 次に作用効果について説明する0 本発明においては、膨出条2を中間に設けた底部10両
側に外側上向の比較的高さの高い傾斜部3.3を形成し
、骸傾斜耶3,3の長手方向に適宜な間隔をおいて膨出
部5 、5−−−−・を設け、その内傾斜部3.3の上
端よ)外側に頂部6,6を形成し、この両外端より垂直
部’Im、7kを形成し、−側OII直部76の上端よ
り内方に水平縁$6を形成し、他11011WIIT&
の上端より外方に水平部8&−下状端縁9を連続形成し
、これらを比較的厚材の金属製とした大型建築用板人を
梁材BK直交するようにして載置し、その大型建築用板
人の一側の垂直部7−水平縁8・に、隣接の大型建築用
板人の他側0[1璽部8F垂下状端縁9を覆うようKし
て載置し、鋏垂下状端縁9を屈曲して水平縁8・裏面に
その端を圧着し、そO基部側は円弧状に屈曲して空隙部
12を形成したことにより、大型で、比較的厚材であり
ても、その垂下状端縁9の屈曲は空隙部12を有する比
較的大きな円弧状にしてあや、屈曲するOK、あtり大
きな力を必要とせず、その圧着工程O馳折は比較的筒単
にできるし、さらに、鳳Il郷O上面壇たは表面側から
のみで葺成施工ができ、足場等を組むことも不要なこと
は勿論、作業員O危険を4肪止でき、全体として簡易且
つ迅速に!根tたけ壁等の大型外囲体を施工できる。特
に、大型のため、その大型建築用板A自体が、構造材と
しての役割を有することで、母屋等を全て不要にした簡
単な構成であ抄、これが良め、好適なる施工性のみなら
ず、施工費の著しく低廉化ができる。また、大型建築用
板A自体も、断面が大型で、比較的厚材の金属製で、且
つ底部lには膨出条2″t1傾斜部3,3には膨出部5
.5・・・・・・を設けているため、これらが相乗的に
断面係数を増加させ、極めて強固な屋根材i良は壁材と
して提供できる。また、上部の馳締箇所、即ち垂直部7
・、7h水平縁8G水平部8&−下状端縁9箇所と膨出
条2とは、中立軸(面)を境に上下端となり、外力によ
る最大圧縮曲げ応力、最大引張曲げ応力を一層増加させ
ることができる。また、外力(垂直荷重)が作用した場
合には、隣接する大型建築用板A、A相互の垂直部γ6
.7hが密着作用をなし、同等変形等せず、強tii+
を構成にできるし、その外力が比較的高さの高い傾斜部
3,3に作用しても、その膨出部5の存在にて座屈応力
を増加させ強固にできる。を九、大型建築用板人2人、
・・・・・・Kよる大型外囲体では、一般に外気の温度
差により、長手方向に大きく熱伸縮して熱応力を生じさ
せ、該熱応力も大型材のために不規則に発生することが
多く、厚材ゆえに歪となりて生じないが、板部現象を起
こさせている。ところが、本発明の膨出部5の存在で、
熱応力の伝播を略消滅させることができる。これは、膨
出部5箇所では、傾斜部3のみの断面係数に比較し、大
きな断面係数が得られ、その断面係数が急激に変化する
箇所に、熱歪を発生させようとする熱応力が吸収され、
板部現象の発生を防止できる0また、風圧による板部現
象も前述同様に消滅できる0さらに大型外囲体において
、垂下状端縁9を屈曲し、その端は水平縁86裏面に圧
着し、その基部側は円弧状に屈曲して空隙部12?形成
したので、雨水が、その−工状端縁9と水平縁8・関か
ら浸入しても、そo9.8部12の存在で雨水の唱管現
象を防止し、その箇所からの雨水の浸入を確実に清新で
き、大部の外囲体でも、隣接する大型建築用板人1人相
互の馳締部の雨仕舞を極めて勝れたものにできる。  
        ・2なお、傾斜部3,3の上方に側部
膨出条4.4を設ければ、圧縮曲げ応力を一層増加させ
、強固にできる0また、傾斜部3に!#出部5,5・・
・・・・を設けないで、側部膨出条4のみを設ける構成
とすれば、板部現象防止の効果を除いては、本発明と略
同様の作用効果を発揮しうる。
Only the bulging portion 5 is formed by press metal I after the roll forming process.
Molded with IK. A plurality of beam members B are provided substantially parallel to each other on the upper part of the structure. 10 is a support in the form of a large cap,
Top part of two adjacent large construction board members 6.6 Inclined part 3.3
It has a shape that supports the bottom part 1.1, and its cross section is composed of a hollow rectangular O-tube (see the drawings), plate materials, etc., and both bottom sides of the support body 100 are fixed on the base II (see the drawings). t
The scissors plate 11 is fixed on the beam B with bolts or the like. Also, the support 10 may be directly fixed on the beam B. K so that the longitudinal direction of the beam B is perpendicular (including substantially perpendicular) to the beam B,
A large construction board is placed on the support 10, and the mosquito support 10
and the top parts 6, 6 are fixed with bolts, nuts, etc. 0, and the vertical part 7 and horizontal edge 8 on one side of the large construction board A
・The vertical part 7 & horizontal part 8 & hanging edge 9 on the other side of the adjacent large construction board are placed, and the hanging edge 9 is bent inward from the lower side (horizontal edge 8all). The end thereof is pressed to the back surface of the horizontal edge 1141, and the base portion (upper end*) of the hanging edge 9 is bent into an arc shape to form a gap 12. Also, if necessary, the vertical parts 76 and 7 can be fixed with bolts and nuts at appropriate intervals (see the dotted lines in Figure 3). A large enclosure has been constructed. Also, although not shown in the figure, the bottom part 1 slope part 3, 3 top part 6 of the large construction board A
, 6 may be affixed with a foamed synthetic resin or a heat insulating material made by Rockwool. A relatively high sloped portion 3.3 facing outward and upward is formed at the slanted portion 3.3, and bulging portions 5, 5 are provided at appropriate intervals in the longitudinal direction of the skeleton sloped portions 3, 3, A top portion 6, 6 is formed on the outside (from the upper end of the inner inclined portion 3.3), a vertical portion `Im, 7k is formed from both outer ends, and a horizontal edge is formed inward from the upper end of the - side OII straight portion 76. Formed $6 and other 11011WIIT&
A large construction board with horizontal portions 8 and lower edges 9 continuously formed outward from the upper end and made of relatively thick metal is placed so as to be perpendicular to the beam B. Place an adjacent large architectural board on the vertical part 7-horizontal edge 8 of one side of the large architectural board so as to cover the other side of the adjacent large architectural board so as to cover the hanging edge 9, By bending the hanging edge 9 of the scissors and crimping the end to the horizontal edge 8 and the back surface, and bending the base side of the scissors in an arc shape to form a gap 12, it is possible to make a large and relatively thick material. Even if the hanging edge 9 is bent in a relatively large arc shape with a gap 12, it is OK to bend, and does not require a large force, and the crimping process is relatively easy. It is easy to do, and furthermore, roofing can be done only from the top platform or surface side, and there is no need to set up scaffolding, etc., and the danger to workers can be reduced by 4, making it simple overall. And quickly! It is possible to construct large enclosures such as root walls. In particular, because of its large size, the large building board A itself has a role as a structural material, and has a simple structure that eliminates the need for a main building. , construction costs can be significantly reduced. Further, the large construction board A itself has a large cross section, is made of relatively thick metal, and has a bulging strip 2"t1 on the bottom l and a bulge 5 on the inclined part 3.
.. 5..., these synergistically increase the section modulus, making it possible to provide an extremely strong roofing material as a wall material. In addition, the upper tightening point, that is, the vertical part 7
・, 7h horizontal edge 8G horizontal part 8 & - The 9 locations of the lower edge and the bulging strip 2 are the upper and lower ends with the neutral axis (plane) as the border, further increasing the maximum compressive bending stress and maximum tensile bending stress due to external force. can be done. In addition, when an external force (vertical load) is applied, the vertical portion γ6 of adjacent large building boards A and A
.. 7h has an adhesion effect, does not cause equivalent deformation, and has a strong tii+
Even if the external force acts on the relatively high inclined parts 3, 3, the existence of the bulged parts 5 can increase the buckling stress and strengthen the structure. 9. Two large construction board members,
・・・・・・A large enclosure made of K generally undergoes large thermal expansion and contraction in the longitudinal direction due to the temperature difference in the outside air, causing thermal stress, and the thermal stress also occurs irregularly due to the large size of the material. Since the material is thick, it does not cause distortion, but it does cause the plate phenomenon. However, due to the presence of the bulge 5 of the present invention,
The propagation of thermal stress can be almost eliminated. This is because the section modulus is larger in the 5 bulging parts compared to the section modulus of only the sloped part 3, and the thermal stress that tends to cause thermal strain is generated at the locations where the section modulus changes rapidly. absorbed,
In addition, the plate phenomenon caused by wind pressure can be eliminated in the same manner as described above.Furthermore, in the large enclosure, the hanging edge 9 is bent, and the end is crimped to the back surface of the horizontal edge 86. The base side thereof is bent into an arc shape and has a cavity 12? Even if rainwater enters from the edge 9 and the horizontal edge 8, the presence of the part 12 prevents the rainwater from flowing, and the rainwater from that part is prevented. Encroachment can be reliably cleaned, and even in the case of a large-scale enclosure, it is possible to extremely effectively prevent rain from interlocking parts between adjacent large-scale construction board members.
・2 In addition, if the side bulging strips 4.4 are provided above the sloped parts 3, 3, the compressive bending stress can be further increased and the sloped parts 3 can be made stronger! #Exit 5, 5...
If the configuration is such that only the side bulging strips 4 are provided without providing ..., substantially the same effects as the present invention can be achieved, except for the effect of preventing the plate phenomenon.

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

図面は本発明の一実施例を示すものであって、その第1
図は本発明の斜視図、第2図は第1図の縦断正面図、第
3図は本発明の要部拡大断面図、第4図は大型建築用板
の斜視図である。 人・・・・・・大型建築用板、 B・・・・・・梁  
材、−1・・・・・・底 部、   2・・・・・・膨
出条、3−−−−0”傾斜部、   5・・・・・・膨
出部、6・・・・・・頂  部、’Ia、1k・・・・
・・垂直部、8g ・・6.=水平縁、  8ト・・・
・・水平部、9°°°°゛垂下状端縁、12・・・・・
・空隙部。
The drawings show one embodiment of the present invention, and the first embodiment is shown in the drawings.
2 is a longitudinal sectional front view of FIG. 1, FIG. 3 is an enlarged sectional view of the main part of the present invention, and FIG. 4 is a perspective view of a large construction board. People: Large construction boards, B: Beams
material, -1... bottom part, 2... bulging strip, 3---0'' slope part, 5... bulging part, 6...・Top, 'Ia, 1k...
・Vertical part, 8g ・・6. =Horizontal edge, 8t...
・・Horizontal part, 9°°°°゛Drooping edge, 12...
・Void area.

Claims (1)

【特許請求の範囲】[Claims] 膨出条を中間に設けた底部の両側に外側上向の比較的高
さの高い傾斜部を形成し、該傾斜部の長手方向に適宜な
間隔をおいて膨出部を設け、その内傾斜部の上端より外
側に頂部を形成し、この両外端より垂直部を形成し、−
偶の垂直部の上端よ勤内方に水平縁を形成し、他側の垂
直部の上端より外方に水平部、fi下状状端縁連続形成
し、これらを比較的厚材の金属製とし九人mis築用板
を梁材に直交するようにして載置し、その大蓋建築用板
の一側の垂直部、水平縁に、隣IIO大蓋建簗用板の他
側oh直部、水平部、fI下状端縁を覆うようKして載
置し、該垂下状端縁を屈−して水平縁裏面にその端を圧
着し、その基部側は円弧状に屈曲して空隙部を形成し九
ことを特徴とした大蓋外囲体。
A relatively high sloped portion facing outward and upward is formed on both sides of the bottom with a bulging strip in the middle, and bulging portions are provided at appropriate intervals in the longitudinal direction of the sloped portion, and the inner slope A top part is formed outside the upper end of the part, a vertical part is formed from both outer ends of the part, and -
A horizontal edge is formed inwardly from the upper end of the vertical part on the other side, and a horizontal edge is continuously formed outward from the upper end of the vertical part on the other side, and these are made of relatively thick metal. Place the construction board perpendicular to the beam material, and place the adjacent IIO construction board on the other side directly on the vertical part and horizontal edge of one side of the large lid construction board. part, the horizontal part, and the lower edge of fI. A large lid enclosure characterized by the formation of a cavity.
JP17477081A 1981-10-31 1981-10-31 Large outer enclosure Pending JPS5876643A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17477081A JPS5876643A (en) 1981-10-31 1981-10-31 Large outer enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17477081A JPS5876643A (en) 1981-10-31 1981-10-31 Large outer enclosure

Publications (1)

Publication Number Publication Date
JPS5876643A true JPS5876643A (en) 1983-05-09

Family

ID=15984360

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17477081A Pending JPS5876643A (en) 1981-10-31 1981-10-31 Large outer enclosure

Country Status (1)

Country Link
JP (1) JPS5876643A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084926A (en) * 2007-10-02 2009-04-23 Jfe Galvanizing & Coating Co Ltd Fitting type metallic roof plate, fitting type roof structure, and construction method of fitting type roof structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS563749A (en) * 1979-06-20 1981-01-16 Sanko Kinzoku Kogyo Kk Heavy building board

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS563749A (en) * 1979-06-20 1981-01-16 Sanko Kinzoku Kogyo Kk Heavy building board

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084926A (en) * 2007-10-02 2009-04-23 Jfe Galvanizing & Coating Co Ltd Fitting type metallic roof plate, fitting type roof structure, and construction method of fitting type roof structure

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