JPH028449A - Roof panel - Google Patents
Roof panelInfo
- Publication number
- JPH028449A JPH028449A JP63146610A JP14661088A JPH028449A JP H028449 A JPH028449 A JP H028449A JP 63146610 A JP63146610 A JP 63146610A JP 14661088 A JP14661088 A JP 14661088A JP H028449 A JPH028449 A JP H028449A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- frame
- reinforcing
- frame members
- roof panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims description 53
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 239000012779 reinforcing material Substances 0.000 description 9
- 239000002184 metal Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 229910000576 Laminated steel Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、補強材を追加取付けすることにより強度によ
って種類分けされるパネル体の共通化を計ることができ
、その品種を削減しうる屋根パネルに関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a roof that can standardize panel bodies classified by strength by additionally attaching reinforcing materials, and reduce the number of types of panels. Regarding the panel.
近年、枠組みに野地板等を取付けた屋根パネルが屋根施
工能率の向上、工期短縮等のために多様されている。In recent years, roof panels in which roofing boards and the like are attached to a framework have been diversified in order to improve roof construction efficiency and shorten the construction period.
一方、家屋にあっては、例えば多雪地域、経常地域等の
立地条件及び架構体による支持ピッチ等の構造条件等に
よって屋根に作用する負担荷重が異なり、従って同一形
状を有する屋根パネルにおいても、その負担荷重に応じ
た強度を有するものの使い分けが必要となる。On the other hand, in the case of houses, the load acting on the roof differs depending on the location conditions such as heavy snowfall areas or ordinary areas, and structural conditions such as the support pitch of the frame structure. Therefore, even for roof panels having the same shape, It is necessary to use materials that have strength according to the load to be carried.
しかしながら、従来屋根パネルは、使用される枠材の本
数、ピッチ間隔、及びその断面形状等を変えることによ
り、その強度を適宜変化させているため、品種の増加を
招き、生産能率、管理能率等の低下の大きな原因となっ
ていた。However, in conventional roof panels, the strength is changed appropriately by changing the number of frame materials used, the pitch interval, and their cross-sectional shape, etc., which leads to an increase in the number of types, resulting in improvements in production efficiency, management efficiency, etc. This was a major cause of the decline in
なお高強度を有する屋根パネルを低荷重の場合にも共通
して用い、品種の削減化を計る物は、過剰品質となり、
コストの上昇を招くという問題がある。Furthermore, roof panels with high strength are commonly used even for low loads, and products designed to reduce the variety of products will result in excessive quality.
There is a problem in that it causes an increase in costs.
本発明は、補強材を追加取付けしうる強化用枠体を枠組
に用いることを基本として、一つのパネルに種々の強度
を持たせることが可能となり、過剰品質となることなく
その品種の削減を計りうる屋根パネルの提供を目的とし
ている。The present invention is based on the use of a reinforcing frame body to which additional reinforcing materials can be attached as a framework, making it possible to provide a single panel with various strengths, and reducing the number of types without excessive quality. The aim is to provide measurable roof panels.
C!I!!題を解決するための手段〕
前記目的を達成するために、本考案のM根パネルは、周
囲に配した外の枠材間に中の枠材を架設することにより
形成される枠組の一面に野地板材が添設されるとともに
、前記枠組をなす前記枠材は、該枠材の略全長に亘る補
強材を下面に固定可能な強化用枠材を含んでいる。C! I! ! [Means for Solving the Problem] In order to achieve the above object, the M-root panel of the present invention has a structure in which the M-root panel of the present invention is constructed by constructing an inner frame material between outer frame members placed around the periphery. A field board material is attached, and the frame material constituting the framework includes a reinforcing frame material to which a reinforcing material extending substantially over the entire length of the frame material can be fixed to the lower surface.
このように構成する屋根パネルは、枠組を形成する強化
用枠材下面に、補強材を追加固定しうるため、その強度
を自在に変化させることができ、一種類の屋根パネルで
立地条件等により異なる種々の負担荷重に対応すること
が可能となる。従って従来、負担荷重の違いによって生
じていた多品質の屋根パネルを共通化することができ、
生産能率、管理能率等の向上、及びコストの低減などを
計りうる。In the roof panel constructed in this way, reinforcing material can be additionally fixed to the lower surface of the reinforcing frame material that forms the framework, so its strength can be changed freely, and one type of roof panel can be used depending on location conditions, etc. It becomes possible to deal with a variety of different loads. Therefore, it is now possible to standardize roof panels of various qualities, which previously were caused by differences in the load they bear.
It is possible to improve production efficiency, management efficiency, etc., and reduce costs.
〔実施例〕 以下本発明の一実施例を図面に基づき説明する。〔Example〕 An embodiment of the present invention will be described below based on the drawings.
図において屋根パネル1は、周囲に配した外の枠材2間
に、補強材7を下面に固定可能な強化用枠材9を含む中
の枠材3を架設した枠&I15と、該枠&[I5の一面
に添設される野地板材6とから形成され、架構体10に
支持させることによって家屋Hの屋根部Rを形成する。In the figure, the roof panel 1 includes a frame &I15 in which an inner frame member 3 including a reinforcing frame member 9 to which a reinforcing member 7 can be fixed on the lower surface is constructed between outer frame members 2 arranged around the frame &I15, and the frame &I15. [It is formed from the shedding board material 6 attached to one side of I5, and forms the roof part R of the house H by supporting it on the frame body 10.
なお本実施例において、屋根部Rは第3.4図に示すよ
うに、部分平屋をなす家屋Hの平屋部Aに設けられる屋
根部であって、家屋Hの2階建て部Bの一側壁Cから各
軒先部DI、D2、D3に向かって傾斜する三つの屋根
部分R1、R2、R3から形成されるとともに、各屋根
部分R1〜R3は、夫々本発明である屋根パネル1、I
Aと他の三角形状の屋根パネルEとから構成されている
。In this embodiment, as shown in Fig. 3.4, the roof part R is a roof part provided on the one-story part A of the partly one-story house H, and is one side wall of the two-story part B of the house H. It is formed of three roof parts R1, R2, and R3 that slope from C toward the respective eave edges DI, D2, and D3, and each of the roof parts R1 to R3 is formed of roof panels 1, I, which are the present invention, respectively.
A and another triangular roof panel E.
前記枠&I15は、外の枠材2であるとの枠材2A、下
の枠材2B及び側の枠材2C12Dを四辺に配した直角
台形状の基枠体12を具え、本例では、斜辺となる上の
枠材2Aによって前記屋根部Rの稜縁部13を、父上の
枠材2Bによって軒先縁部15をなすとともに、長辺と
なる側の枠材2c及び短辺となる側の枠体2Dによって
夫々屋根部Rのたる木部を形成している。又各枠体2A
〜2Dは、本例では断面コ字状の溝形網からなり、その
溝部を内側に向けて配されるとともに、互いに嵌合する
各端部を溶着することにより強固に連結される。The frame &I 15 includes a right-angled trapezoidal base frame body 12 having a frame material 2A as an outer frame material 2, a lower frame material 2B, and a side frame material 2C12D arranged on four sides, and in this example, the hypotenuse The upper frame material 2A forms the ridge edge 13 of the roof R, and the father frame material 2B forms the eaves edge 15, and the frame material 2c on the long side and the frame on the short side. The bodies 2D form the barrels of the roof R, respectively. Also, each frame 2A
In this example, 2D is made of a grooved mesh having a U-shaped cross section, and is arranged with its groove facing inward, and is firmly connected by welding the mutually fitting ends.
又該基枠体12の内側には中の枠体3が架設される。Further, an inner frame 3 is installed inside the base frame 12.
中の枠材3は、下の枠材2Bと平行な強化用枠材9、複
数の母屋材19−1及び強化用枠材9と直角な中桟材2
0を含み、強化用枠材9は、溝形網を背中合わせで溶着
した断面H字状の張り合わせ鋼材から形成され、基枠体
12の略中央、本例では上の枠材2Aの下端近傍に位置
して上の枠材2A、側の枠材20間に架は渡される。又
強化用枠材9は、第2図に示すように、その上下片21
A、21Bに透孔22−が適宜の間隔を隔てて穿設され
、このことによって補強材7固着用の取付は部23を形
成している。なお取付は部23を上下片21A、21B
に設けることにより枠組5の上下反転使用を可能として
おり、反転した枠&115Aにより形成される屋根パネ
ルIAは前記N根部片R1、R3の形成のために用いら
れる。The inner frame material 3 includes a reinforcing frame material 9 parallel to the lower frame material 2B, a plurality of purlin materials 19-1, and a middle crosspiece material 2 perpendicular to the reinforcing frame material 9.
0, the reinforcing frame material 9 is formed from a laminated steel material having an H-shaped cross section with grooved nets welded back to back, and is located approximately at the center of the base frame body 12, in this example near the lower end of the upper frame material 2A. The frame is placed between the upper frame member 2A and the side frame member 20. Further, as shown in FIG. 2, the reinforcing frame material 9 has upper and lower pieces 21.
Through holes 22- are formed in A and 21B at appropriate intervals, thereby forming a mounting portion 23 for fixing the reinforcing member 7. In addition, for installation, attach the part 23 to the upper and lower pieces 21A and 21B.
The roof panel IA formed by the inverted frame &115A is used to form the N root pieces R1, R3.
中桟材20は、前記強化用枠材9と同構成の張り合わせ
鋼材からなり、前記側の枠体2C22Dの中央を通って
、下の枠材2B、強化用枠材9間に架設される中桟材片
20Aと、強化用枠材9、上の枠材2A間に架設される
中桟材片20Bとがら形成される。The middle crosspiece 20 is made of laminated steel having the same structure as the reinforcing frame 9, and is constructed between the lower frame 2B and the reinforcing frame 9 through the center of the side frame 2C22D. It is formed of the crosspiece piece 20A, the reinforcing frame material 9, and the middle crosspiece piece 20B installed between the upper frame material 2A.
母屋材19は、前記中桟材20と側の枠体2c、2Dと
の間を継ぐ矩形短尺な木質材からなり、打着、ネジ着等
により適宜のピッチ間隔を有して取りつけられる。The purlin material 19 is made of a short rectangular wooden material that connects the middle beam material 20 and the side frames 2c, 2D, and is attached at appropriate pitch intervals by hammering, screwing, etc.
又このように構成する枠組5には、下の枠材2B側面に
面戸板取付は用の下地桟25が打着されるとともに、下
地桟25を含んで整一された枠組5の一面、本例では上
面には耐水性、強度等に優れる適宜の合板等である野地
板材6がその全面に亘って添設、固定される。Further, in the frame 5 constructed in this manner, a base crosspiece 25 for attaching the door plate is attached to the side surface of the lower frame material 2B, and one side of the frame 5, which is aligned including the base crosspiece 25, is attached to the side surface of the lower frame material 2B. In the example, a roofing board 6 made of suitable plywood or the like having excellent water resistance, strength, etc. is attached and fixed to the upper surface over the entire surface thereof.
なお、外、中の枠材2.3は、屋根パネル1の強度が例
えば要求される強度の内最小のものとなるよう、その取
付ピッチ、数、断面形状が設定されており、前記強化用
枠材9に補強材7を追加取付けすることにより、屋根パ
ネル1と補強材7とからなる複合体Pの強度を適宜増加
する。Note that the mounting pitch, number, and cross-sectional shape of the outer and inner frame members 2.3 are set so that the strength of the roof panel 1 is the minimum among the required strengths, and the reinforcement By additionally attaching the reinforcing material 7 to the frame material 9, the strength of the composite body P consisting of the roof panel 1 and the reinforcing material 7 is appropriately increased.
補強材7は、本例では強化用枠材9と同構成かつ略同寸
のはり合わせ鋼材から形成され、前記取付は部23であ
る透孔22と合う位置に透孔26−を穿設するとともに
、透孔22.26を挿通するボルト金具をナツト結合す
ることにより強化用枠材9下面に強固に固定される。な
お補強材7は、その断面形状、材質等を変えることによ
り補強強度を多段に変化させることができ、又取付は数
の増加により変化させることもできる。なお取付は増加
により補強強度を変化させる場合には、増加数に応じた
数の強化用枠材9を枠&115に設けることが必要であ
り、求すれば前記中桟材20を強化用枠材9として用い
ることもできる。又このような補強材7はボルト結合の
他、周知の種々な締着金具を用いて固定することができ
、又この固定は工場内、施工現場等で行なうことができ
る。In this example, the reinforcing material 7 is formed from a bonded steel material having the same structure and approximately the same size as the reinforcing frame material 9, and the above-mentioned attachment is performed by drilling a through hole 26- in a position that matches the through hole 22 which is the part 23. At the same time, bolt fittings inserted through the through holes 22 and 26 are connected with nuts, thereby firmly fixing them to the lower surface of the reinforcing frame member 9. Note that the reinforcement strength of the reinforcing member 7 can be varied in multiple stages by changing its cross-sectional shape, material, etc., and the attachment can also be changed by increasing the number of reinforcing members 7. In addition, when the reinforcement strength is changed by increasing the number of attachments, it is necessary to provide the reinforcing frame members 9 in the number corresponding to the increase in the number of reinforcing frames 9 on the frame &115. It can also be used as 9. In addition to bolt connection, such reinforcing member 7 can be fixed using various well-known fastening fittings, and this fixing can be performed in a factory, at a construction site, etc.
なお強化用枠材9の形成位置はMW、パネル1の大きさ
、形状等に応じて適宜設定され、例えば外の枠材2に強
化用枠材9を含ませることもできる。Note that the forming position of the reinforcing frame material 9 is appropriately set according to the MW, the size, shape, etc. of the panel 1, and for example, the reinforcing frame material 9 can be included in the outer frame material 2.
又屋根パネル1はその強度を、使用頻度の最も高い屋根
パネルの強度に合わせて設定してもよい。Further, the strength of the roof panel 1 may be set in accordance with the strength of the roof panel that is used most frequently.
又このような屋根パネル1は、第3〜7図に示すように
前記架橋体lOに支持させることにより屋根パネルLA
、Eと協働して屋根部Rを形成する。Moreover, such a roof panel 1 can be formed into a roof panel LA by supporting it on the bridge IO as shown in FIGS. 3 to 7.
, E to form the roof portion R.
架構体10は、前記2階建部Bの一側面に沿って立上が
る通し柱、30.31.32間に架は渡される梁材38
と、該通し柱30.31.32に一端が接続されかつ前
記梁材38と直交向きにのびる他端を平屋部Aの柱35
.36.37に固着する桁梁材39.40.41と、該
柱35.36.37間に架設する梁材42とを具え、前
記桁梁材40上面には上端に受は金具45.46を有す
る束材49.50が前記通し柱31の前方及び中央に立
設される。The frame structure 10 consists of a through column that stands up along one side of the two-story building B, and a beam member 38 that spans the frame between 30, 31, and 32.
One end is connected to the through pillar 30, 31, 32 and the other end extending perpendicularly to the beam 38 is connected to the pillar 35 of the one-story room A.
.. 36.37, and a beam 42 installed between the pillars 35.36.37, and a metal fitting 45.46 is provided at the upper end of the upper surface of the girder beam 40. A bundle member 49,50 having a diameter is erected in front and at the center of the through-post 31.
なお各梁材38〜42は、本例では例えば第5図に示す
ように溝部を向き合わせて配した溝形網からなる上弦材
60、下弦材61の各両端を垂直な端材63により結合
する周知のラチス梁を用いている。In this example, each of the beam members 38 to 42 is formed by connecting both ends of an upper chord member 60 and a lower chord member 61, each consisting of a grooved net with grooves facing each other, by vertical offcuts 63, as shown in FIG. The well-known lattice beam is used.
又束材49.50は、夫々前記桁梁材4oにボルト止め
される脚片65.66上面にH形鋼からなる柱片67.
69を立設しており、束材49は前記通し柱31に沿っ
て又束材5oは、桁梁材40の略中央に配される。Also, the bundle members 49, 50 have column pieces 67.66 made of H-shaped steel on the upper surfaces of leg pieces 65.66, which are bolted to the girder beam members 4o, respectively.
The bundle material 49 is arranged along the through-post 31, and the bundle material 5o is arranged approximately at the center of the girder beam material 40.
又受は金具45は、柱片67側面に溶着する側片70の
斜辺に屋根部分R1に沿って傾斜する受は片71及び屋
根部分R2又はR3に沿って傾斜する受は片72を設け
ている。Further, the bracket 45 is provided with a bracket piece 71 that slopes along the roof portion R1 and a bracket piece 72 that slopes along the roof portion R2 or R3 on the oblique side of the side piece 70 that is welded to the side surface of the column piece 67. There is.
又受は金具46は、柱片69上端で溶着されがつ屋根部
分R1の傾斜に合う受は片73で形成される。このこと
により、束材49.5oは、受は片71.73によって
長辺を突き合わせて配される屋根部分R1形成用の屋根
パネル1、IAの頂点及び略中央を支持し又受は片72
によって長辺を前記側壁Cに沿って配する屋根部分R2
、R3形成用の屋根パネル1、IAの頂点を支持しうる
。The receiver metal fitting 46 is welded to the upper end of the column piece 69, and the receiver piece 73 is formed to match the slope of the roof portion R1. As a result, the bundle material 49.5o supports the apex and approximately the center of the roof panel 1, IA for forming the roof portion R1, which is arranged with its long sides abutting each other with the support pieces 71.73, and the support pieces 72.
A roof portion R2 whose long side is arranged along the side wall C by
, can support the apex of the roof panel 1, IA, for forming R3.
なお各屋根パネル1、lAは外の枠材2の下のフランジ
部を前記受は片71.72.73にボルト結合すること
によって固定される。Each roof panel 1, 1A is fixed by bolting the lower flange of the outer frame 2 to the support pieces 71, 72, 73.
又各屋根パネル1、IAの軒先部は、前記桁梁材39.
41、梁材42に設ける受は金具51によって支持され
る。なお受は金具51は脚片75上面に立片76を介し
て屋根部Rにそって傾斜する受は片77をステーにより
補強して設ける。Moreover, the eaves of each roof panel 1, IA is made of the girder beam material 39.
41, the receiver provided on the beam member 42 is supported by a metal fitting 51. Note that the bracket 51 is provided on the upper surface of the leg piece 75 via a vertical piece 76, and a bracket piece 77 that slopes along the roof R is reinforced with a stay.
又屋根パネルEも同様にその軒先部が前記受は金具51
及び柱35.37上端の受は金具79によって支持され
るとともに、屋根パネル1、IA、Eは各突き合わせ間
を適宜の連結金具で接続することにより全体として剛性
の高い屋根部Rを形成できる。Similarly, the eaves of the roof panel E is connected to the metal fittings 51.
The supports at the upper ends of the pillars 35 and 37 are supported by metal fittings 79, and the roof panels 1, IA, and E can form a highly rigid roof portion R as a whole by connecting their butts with appropriate connecting fittings.
畝上のごとく本発明の屋根パネルは補強材を固定しうる
強化用枠材を含んで枠組を形成しているため、該補強材
7を追加取付けすることにより強度を自在に増加させる
ことができ、その強度を例えば要求最小強度に設定する
ことによって一種類の屋根パネルで異なる種々の負担荷
重に対応することが可能となる。Like the ridges, the roof panel of the present invention forms a framework including a reinforcing frame material to which reinforcing materials can be fixed, so the strength can be increased freely by additionally attaching the reinforcing materials 7. By setting the strength to, for example, the required minimum strength, it becomes possible to support a variety of different loads with one type of roof panel.
従って担持強度の違いによって種類分けされる多品種の
屋根パネルを共通化することが可能となり、生産能率、
管理能率の向上及び生産、管理コストの低減などを計り
うる。又その強度を使用頻度の最も高いものに設定した
場合においてもその品種を低減することができ、又コス
トダウンをより促進しうるなど多くの効果を奏しうる。Therefore, it becomes possible to standardize a wide variety of roof panels that are classified by different types of support strength, and improve production efficiency.
It can improve management efficiency and reduce production and management costs. Further, even when the strength is set to the one most frequently used, the number of types can be reduced, and cost reduction can be further promoted, and many other effects can be achieved.
第1図は本発明の一実施例を示す斜視図、第2図は補強
材の取付状態を示す分解斜視図、第3図は本発明を用い
て形成した屋根部の概要を示す線図、第4図はその平面
図、第5図は本発明の取付は状態を示す斜視図、第6図
はその断面図、第7図はその平面図である。
2−外の枠材、 3−中の枠材、 5−枠組、6−野地
板材、 7−補強材、
9−・−強化用枠材、FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is an exploded perspective view showing how reinforcing members are attached, and FIG. 3 is a diagram showing an outline of a roof formed using the present invention. FIG. 4 is a plan view thereof, FIG. 5 is a perspective view showing the installation state of the present invention, FIG. 6 is a sectional view thereof, and FIG. 7 is a plan view thereof. 2-Outer frame material, 3-Inner frame material, 5-Framework, 6-Shell board material, 7-Reinforcement material, 9-.-Reinforcement frame material,
Claims (1)
に配した外の枠材間に中の枠材を架設することにより形
成される枠組の一面に野地板材が添設されるとともに、
前記枠組をなす前記枠材は、該枠材の略全長に亘る補強
材を下面に固定可能な強化用枠材を含むことを特徴とす
る屋根パネル。1. A roof panel forming the roof of a house, which is formed by erecting an inner frame material between outer frame members arranged around the periphery, and a field board material is attached to one side of the framework, and
The roof panel is characterized in that the frame member constituting the framework includes a reinforcing frame member to which a reinforcing member can be fixed to a lower surface thereof over substantially the entire length of the frame member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63146610A JPH028449A (en) | 1988-06-14 | 1988-06-14 | Roof panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63146610A JPH028449A (en) | 1988-06-14 | 1988-06-14 | Roof panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH028449A true JPH028449A (en) | 1990-01-11 |
| JPH0515859B2 JPH0515859B2 (en) | 1993-03-02 |
Family
ID=15411626
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63146610A Granted JPH028449A (en) | 1988-06-14 | 1988-06-14 | Roof panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH028449A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH066541U (en) * | 1992-06-25 | 1994-01-28 | 鐘淵化学工業株式会社 | Roof panel |
| JPH066544U (en) * | 1992-06-25 | 1994-01-28 | 鐘淵化学工業株式会社 | Roof panel |
-
1988
- 1988-06-14 JP JP63146610A patent/JPH028449A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH066541U (en) * | 1992-06-25 | 1994-01-28 | 鐘淵化学工業株式会社 | Roof panel |
| JPH066544U (en) * | 1992-06-25 | 1994-01-28 | 鐘淵化学工業株式会社 | Roof panel |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0515859B2 (en) | 1993-03-02 |
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