JPS6286256A - Laterally shingled roof structure - Google Patents
Laterally shingled roof structureInfo
- Publication number
- JPS6286256A JPS6286256A JP22366185A JP22366185A JPS6286256A JP S6286256 A JPS6286256 A JP S6286256A JP 22366185 A JP22366185 A JP 22366185A JP 22366185 A JP22366185 A JP 22366185A JP S6286256 A JPS6286256 A JP S6286256A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- face plate
- roof structure
- reinforcing
- face
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
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】
〔産業上の利用分野〕
この発明は1棟側から軒先側にかけて順次J1〈ことが
できるようにした横葺き屋根構造に関し、特に、銅また
はステンレス等の錦い金属椴を面板として用いた屋根に
好適な屋根構造に係るものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a horizontal roof structure that can be successively J1 from the building side to the eaves side, and in particular, it relates to a horizontal roof structure that can be successively J1 from the building side to the eaves side. The present invention relates to a roof structure suitable for a roof using as a face plate.
(従来の技術J
Lからドヘ、即ち棟側から軒先側にかけて面板を順次葺
くようにした屋根構造は、従来のトから1−へ、即ち軒
先側から1IFi次棟側にかけて面板を葺くL法に比へ
て棟仕舞を現場施りによりN1−法合せする必要がなく
、材料の荷Lげも施丁終r11!点から順次繰丁がって
くるので簡rBであり、更には施工終−r地点を再び踏
むことがないため、特に傷付き易く変形し易い金属薄数
を面板として用いた工法にりf適である。(Conventional technology J L to dohe, that is, the roof structure in which the face plates are roofed sequentially from the ridge side to the eaves side, is different from the conventional roof structure in which the face plates are roofed from the ridge side to the eaves side. Compared to the method, there is no need to perform the N1-joining of the ridge finish by on-site construction, and the loading of materials is carried out sequentially from the finishing point r11!, making it easier to perform construction. Since the final point -r is not stepped on again, it is particularly suitable for construction methods that use a thin metal sheet as the face plate, which is easily damaged and deformed.
しかしながら、この工法では上部側面板に士部側1m板
を継ぐ場合に、従来の下からににかけて葺く工法に比し
てはぜ組み構造を中軸化しなければならず1強風を伴う
量雨時Tでの由什鼻に難点を生ずる惧れがあった。However, with this construction method, when connecting the 1m board on the roof side to the upper side panel, the spacing structure must be centered in comparison to the conventional method of roofing from the bottom to the roof. There was a fear that this would cause difficulties in the Yukihana at T.
すなわち、はぜ組み構造を&雑な迷路状とした場合には
雨仕舞が良好とはなるが、継ぎにくいものとなるからで
ある。また、結合が単純であることから、強風による負
圧により面板が膨み易い欠点もあった。In other words, if the ribbed structure is made into a rough maze-like shape, it will provide good rain protection, but it will be difficult to join. Additionally, because the connection is simple, the face plate tends to swell due to negative pressure caused by strong winds.
更に、この種々の工法奢生かして1面板を銅またはステ
ンレスなどの薄板で構成した場合には、施工時あるいは
搬送時に面板そのものが変形することによって、取扱い
が極めて面倒であり、特に強風ドでの取付作業が極めて
困難であり、極端な場合には折れ曲ったり、ねじれるな
どの・バ故が生じていた。Furthermore, if the face plate is made of a thin plate of copper or stainless steel to take advantage of the various construction methods, the face plate itself will deform during construction or transportation, making handling extremely troublesome, especially in strong winds. Installation work was extremely difficult, and in extreme cases, damage such as bending or twisting occurred.
勿論、面板そのものの材厚を厚くすればよいが、この場
合には材料費が極めて高価となる。Of course, it would be possible to increase the material thickness of the face plate itself, but in this case the material cost would be extremely high.
この発’71は、以にの問題点を解決するためになされ
たものであって、薄−トの金属面板の打継ぎ部における
雨仕舞の向りと、強風時における浮きLがりの防出およ
び施工性の向上を目的としている。This development '71 was made to solve the following problems: the direction of rain fall at the joints of thin metal face plates, and the prevention of floating L during strong winds. and to improve workability.
前記【−1的を達成するため、この発明は、棟側から軒
先側にかけて尾根板を構成する面板を順次敷設し、各面
板同士の接合縁をはぜ込みにより結合するとともに、屋
根支持材上にはぜ部よりも軒先側に固定された吊fによ
りはぜ込み部を固定した屋根構造であって、前記面板の
表面にこれとほぼ同形状に形成された補強板を害打ちし
たことをその要旨とするものである。In order to achieve the above-mentioned objective [-1], this invention sequentially lays the face plates constituting the ridge plate from the ridge side to the eaves side, connects the joint edges of each face plate by fitting, and A roof structure in which the inset part is fixed by a suspension f fixed on the side of the eaves rather than the inset part, and a reinforcing plate formed in approximately the same shape as this on the surface of the face plate is damaged. This is the summary.
表打ちされた補強板形状に応じて面板はその形状に保た
れるので施り時での取扱いが容易となる。また、補強板
と面板との二[有]構造となり雨什諜が向ヒするととも
に、面板が強風にあおられても補強板が一体となって浮
力をもつため、強風による面板の膨みがない。Since the face plate maintains its shape according to the shape of the face-beaten reinforcing plate, it becomes easy to handle during application. In addition, the dual structure of the reinforcing plate and the face plate prevents rain damage, and even if the face plate is blown by strong winds, the reinforcing plates work together to provide buoyancy, so the face plate does not swell due to strong winds. do not have.
以下、この発明の一実施例を図面を用いて計則に説IJ
1する。Hereinafter, one embodiment of this invention will be explained in detail using drawings.IJ
Do 1.
刀1図はこの発明に係る横1)き屋根構造を示す断面図
である。Figure 1 is a cross-sectional view showing a horizontal roof structure according to the present invention.
図において、(1〕はC形チャンネル状金属加工品漢剪
からなる母屋、(2)は母屋(1)の1一部に、ボルト
締め、溶接などにより固定され、かつ軒先側から棟側に
向けて所定の勾配でケち−Lがる断面ハツト形の1F木
であり、この垂木(2)およびItJ屋(1)により屋
根支持材を構成している。In the figure, (1) is a main building made of a C-shaped channel-shaped metal workpiece, and (2) is fixed to a part of the main building (1) by bolting, welding, etc., and extends from the eaves side to the ridge side. It is a 1F tree with a hat-shaped cross section that slopes downward at a predetermined slope, and the rafters (2) and the ItJ roof (1) constitute the roof supporting material.
垂木(2)Lにはこれと直交して紙面と直交する方向に
長尺となった断面くさび形の断熱材、遮冴材、或は木毛
板等のド板(3)が軒先側から棟側に向けて所定の段差
を設けて固定されている。On the rafter (2) L, a board (3) such as insulation material, shielding material, or wood wool board, which has a wedge-shaped cross section and is elongated in the direction perpendicular to the plane of the paper, is attached from the eaves side. It is fixed with a predetermined step towards the ridge side.
各ド板(3)のL而には補強板(4)およびそのl u
Mに面板(5)が密ノi固疋されている。The reinforcing plate (4) and its l u
The face plate (5) is tightly attached to M.
L記4111i強板(4)は、例えば11!鉛メツキ鋼
板からなる板厚1.S vr膨程度のプレス成形体から
なるものである。また1面板(5〕は、板厚0.4層量
程j化の銅版またはステンレスのプレス成形体からなり
、その形状は、第3図に示すように先端部ド部に吊r−
(10)を牧納し得ると共に、面板(5)のはぜ込み部
(6t)と係合できるはぜ込み部(8)が形成されてお
り、心安に応じて補強板の軒棟方向にリブ(4a)が形
成されている。For example, the L 4111i strong board (4) is 11! Thickness of lead-plated steel plate: 1. It is made of a press-formed product with an expansion level of Svr. The one-sided plate (5) is made of a press-molded copper plate or stainless steel with a thickness of about 0.4 layers, and its shape is as shown in FIG.
(10) and is formed with an inset part (8) that can engage with the inset part (6t) of the face plate (5), so that the reinforcing plate can be moved in the direction of the eave ridge depending on the safety. Ribs (4a) are formed.
この411ti強&(4)を予め面板(5)に裏打して
おくことにより面板(5)はその材質および材厚による
柔軟性を矯正され、ある程度の剛性と保形性をもたらさ
れている。By lining the face plate (5) with this 411ti strength & (4) in advance, the flexibility of the face plate (5) due to its material and thickness is corrected, and a certain degree of rigidity and shape retention are provided. .
各面板(5)の軒先側縁部、すなわち11および棟側縁
部には夫々Wいに係合し合うはぜ込み部(if)、(7
)が形成され、また補強板(4)の上下縁部にも前述の
ように前記はぜ込みfl (8)、(7)と類似形状の
はぜ込み部(8)。The eave side edge of each face plate (5), that is, the eave side edge 11 and the ridge side edge, respectively, have an inset part (if), (7) that engages with each other.
) are formed on the upper and lower edges of the reinforcing plate (4), and as described above, an inset part (8) having a similar shape to the above-mentioned insets fl (8) and (7) is formed.
(3)が形成されている。(3) is formed.
1:Ffliり合う面板(5)および補強板(4)の各
はぜ込み!!!!(8)、(8) 、 (7)、(9)
同[は、各ド板(3Jの前縁において、はぜ組されると
ともに、このはぜ組み部分を爪木(2)に固定された吊
f−(10)が包囲した状態に固定している。1: Insert the face plate (5) and reinforcing plate (4) that fit together! ! ! ! (8), (8), (7), (9)
The same is fitted with a flap at the front edge of each board (3J), and this flap part is fixed in a state surrounded by a hanging f-(10) fixed to the nail tree (2). There is.
この接合構造を第2図に拡大して示す、このうち面板(
5〕の下縁はぜ込みffB(G)は、面&(5)の板面
より下部および内側に向けて折1巾げられたコ字形部(
6a)叩ち、垂下部(6f)と水+部(8g)、および
これより内側に水平に延長された延長部(6b)を有し
ている。また、補強板(4)の下縁はぜ込み部(8〕は
前記コ字形部(6a)の内方に位置するこれと同形状の
コ字形をなしている。This joining structure is shown enlarged in Fig. 2, of which the face plate (
5] Lower edge fitting ffB (G) is a U-shaped part (
6a) It has a hanging part (6f), a water + part (8g), and an extension part (6b) extending horizontally inward from this part. Further, the lower edge fitting portion (8) of the reinforcing plate (4) is located inside the U-shaped portion (6a) and has the same U-shape as the U-shaped portion (6a).
曲&(5)の1−縁はぜ込み部(7)は、ttj記コア
:形部(6a〕および水′+部(6b)のF面につ5合
わされる階段状の段fl(7a:N!17ち、@′F部
(7F)と本+1一部(7g)と、段部(7a)より折
返された包持部(7b)とからなっている、また、補強
板(4)の[−縁はぜ込み部は、前記段部(7a)と同
様の階段状をなしている。The 1-edge fitting part (7) of the curve & (5) is a step-like step fl (7a) that is joined to the F side of the core: shaped part (6a) and the water'+ part (6b). :N! 17, @'F part (7F), book+1 part (7g), and a holding part (7b) folded back from the step part (7a). ) The [-edge fitting portion has a stepped shape similar to the step portion (7a).
そして、前記亀ド部(6f)とケ1−り部(7f)とが
]m−に係合することで、強風雨ドにあっても山水は、
はぼ眞直な面一の係合面に添って吹さLげられてしまい
、はぜ部内部に浸入する市水の藺は非常に少いことが実
験で証明Sれた。即ち、荊記木磐部(6g)と(7g〕
との接合は史に階段状に密着しているので1毛m管現象
により多少の雨水が内部に浸入しても、各面板同上の接
合が密であることと、更にはその先端に形成された空間
部(70)があることによって、その雨水は吸収されて
しまい、強風雨ドでの雨水Tの浸入の危険は、L記の面
板の接合構造とはぜ構造とで殆んど完全に近い状態に迄
解消できるのである。And, by engaging the turtle part (6f) and the shell part (7f), even in strong winds and rain, the landscape can be
Experiments have proven that there is very little city water that gets blown away along the straight, flush engagement surface, and that enters the inside of the ridge. Namely, Jingki Kiwabe (6g) and (7g)
Since the joints with the top plate are closely connected in a step-like manner, even if some rainwater infiltrates into the interior due to capillary phenomenon, the joints on each face plate are tight and the top of each face plate is tightly connected. Due to the presence of the space (70), the rainwater is absorbed, and the risk of rainwater T entering in strong winds and rains is almost completely eliminated by the joint structure and gap structure of the face plate shown in L. It is possible to eliminate the problem to a near state.
以北のはぜ組み形状は面板(5)および補強&(4)の
成形素材である長尺板の長f方向両端をロール成形機な
どによって絞り加[することで得られる。The shape of the seams to the north can be obtained by drawing both ends of the long plate, which is the forming material for the face plate (5) and the reinforcement & (4), in the longitudinal f direction, using a roll forming machine or the like.
前記吊f (10)は、はぜ組み位置の前部側において
川水(2〕に面板(5)のはぜ部、即ちはぜ組み位tよ
りも軒先側の位置に固定された取付[111ffi (
IOa)と、取付布1(10a)の後部よりほぼコ字形
にtち1−がる1rちLげ1(10b)と、ケち1−げ
部(10b)の先端にケち下げられ、前記補強板(5)
のド縁はぜ込み部(8)内に係合するコ字状の係市部(
IQc)とからなっている。The suspension f (10) is attached to the river water (2) on the front side of the gap assembly position and is fixed to the gap part of the face plate (5), that is, at a position closer to the eaves than the gap assembly position t. 111ffi (
IOa), a 1R-L ridge 1 (10b) which is bent from the rear part of the mounting cloth 1 (10a) in an almost U-shape, and a kerb 1-L ridge 1 (10b) which is lowered to the tip of the kerf 1-edge (10b), Said reinforcing plate (5)
The U-shaped engaging part (
It consists of IQc).
そして、この取付作業は、予め吊j’(10)の係ロ一
部(11)cJに、N1強板(4)オよび面板(5)の
ド縁はぜ込み部(6)、(8)をiKめ込み、次いで■
二縁はぜ込み部(7)、(9)を既に固定されている補
強&(4)および面板(5)のド縁はぜ込みff1(8
)、(8Jに差し込むことで作業が冗rする。この際面
板(4)の延長部(6b)および包持部(7b)は差し
込みの際に抵抗となるが、両者のりp***形により、さ
したる抵抗を!jえずはぜ込みが完成することになる。This installation work is done in advance by inserting the N1 strong plate (4) o and the do edge of the face plate (5) into the connecting part (11) cJ of the hanging j' (10) ) in iK, then ■
Reinforcing the two edges (7) and (9) which have already been fixed & (4) and the edge insert of the face plate (5) ff1 (8
), (8J makes the work redundant. At this time, the extension part (6b) and the holding part (7b) of the face plate (4) act as resistance when inserting, but due to the interlocking shape of both, That's a lot of resistance!The inset is now complete.
以1−の411成において、屋根勾配とは反対側の風を
伴う雨が吹き付けた場合を想定する。In the 411 configuration described in 1- below, assume that rain is blowing with the wind on the opposite side of the roof slope.
この場合、風雨ははぜ組部分の接合面から内部に侵入し
ようとし、風は1棟側縁部を基、(3に1rU板(5〕
を押りげるモーメントを生じる。IIII板(5)中
休ではその板厚の薄さ故そのモーメントにより膨もうと
するが、補強板(4)にモーメントが加わることにより
膨むことなく剥離方向への力となる。そしてこの力はド
部側の補強板(4)のはぜ311により低抗力および吊
r−(10)によるささえにより上の耐えられることに
なる。In this case, the wind and rain try to enter the interior from the joint surface of the seam part, and the wind is based on the side edge of one building (3 and 1rU board (5)
It generates a moment that pushes down. Since the plate III (5) is not thick enough, it tends to swell due to the moment, but when the moment is applied to the reinforcing plate (4), it does not swell and becomes a force in the peeling direction. This force can be withstood by the low resistance caused by the seam 311 of the reinforcing plate (4) on the side of the door and by the support provided by the hanging r-(10).
なお、吊(−<IQ)cn取付面1(10a)ははぜM
lみ部分よりト部に位置しているため、押しLげようと
する力が強い程F向きのモーメントによる低抗力を生じ
、更に耐久性を増している。In addition, the hanging (-<IQ) cn mounting surface 1 (10a) is
Since it is located at the toe part rather than the l part, the stronger the pushing force is, the lower the drag force due to the moment in the F direction is produced, further increasing durability.
−ガ、接合m1から侵入した雨滴ははぜM!みによる迷
路によりそれ以−ヒの侵出を阻1hされるが、これを乗
り越えた雨滴は補強板(4)と++r+&(5)の隙間
に入り込むことになり、補強板(4)のL面を伝って1
m根勾配に沿って下部側に流出する。- The raindrops that entered from the junction m1 are HAZE M! The labyrinth created by the rain prevents the rain from escaping for 1 hour, but the raindrops that get over this will enter the gap between the reinforcing plate (4) and ++r+& (5), and the L side of the reinforcing plate (4) will be blocked. 1
It flows out to the lower side along the m-root gradient.
なお、前記実施例ではMIi!l板(4)をf&としで
あるが、第3図の如く補強板(4)に屋根勾配方向に沿
う複数の補強用ビード(4d)を形成しておくことによ
り、更に面版(5)に対する補強効果を得られると同時
に樋としての機岨を1川できるのでより好ましいものと
なる。更に、補強板の左右幅は使用目的に応じて広くし
て便Jf’Jすることもできる。In addition, in the above embodiment, MIi! The l plate (4) is designated as f&, but by forming a plurality of reinforcing beads (4d) along the roof slope direction on the reinforcing plate (4) as shown in Fig. 3, the face plate (5) This is more preferable because it can provide a reinforcing effect and at the same time reduce the size of the gutter. Furthermore, the horizontal width of the reinforcing plate can be increased depending on the purpose of use.
以」二各実施例により詳細に説明したように、この発明
によれば、比較的薄い肉厚の横1きハJ根材を構成する
面版の表面に、これとほぼ同形状に形成された補強板を
表打ちすることによって、kに時での取扱いが容易とな
り、外力による傷付きや変形がない0反面、この発明に
より一般に高価な面板の11みもB〈できるので、材料
費を安価にできる。As explained in detail in the following two embodiments, according to the present invention, on the surface of the face plate constituting the horizontal 1-inch J root material, which has a relatively thin wall thickness, is formed in approximately the same shape as this. By attaching the reinforcing plate to the surface, it becomes easier to handle the plate and there is no damage or deformation caused by external forces.On the other hand, this invention also reduces the cost of materials because the generally expensive face plate can be replaced. It can be done cheaply.
また施工時における雨仕舞も良好で、強風時での面板の
膨みτも防止でさ、総合的に浚れた屋根41′J造を実
現できる。In addition, it has good rain protection during construction, prevents the face plate from bulging τ in strong winds, and makes it possible to realize a 41'J roof with a comprehensively dredged structure.
未発151のノー記目的が有効に達成されることは、に
記記儀から明らかである。また、本発明の精神と範囲と
から逸脱することなくL記構成に変更を加えることがで
きるので、L記記・戒は全て弔なる例示であって、何ら
限定的な意味に解されるべきではない。It is clear from the record that the purpose of the record 151 was effectively achieved. Furthermore, since changes can be made to the structure of the L notation without departing from the spirit and scope of the present invention, the L notation and the precepts are all illustrative examples and should not be construed in any limiting sense. isn't it.
特許請求の範囲は1本発明のあらゆる特徴及び汀請上の
問題として脱落しているかもしれない本発明の範囲の全
ての事項を包含するものである。The claims are intended to cover every feature of the invention and all matters within the scope of the invention which may be omitted as a matter of contention.
第1図はこの発明の屋根4m造を示す断]m説明図、T
2図ははぜ組部分の拡大断面説明図、第3図は補強板の
形状例を示す部分彩視説明図である。
(1)・・・lす屋、(2)・・・市水、(3〕・・・
ド板、(4)・・・補強板、(4a)・・・補強用ビー
ド、(5)・・・(白飯、(6〕、(7)、(8)、(
9)・・・はぜ込み部。
(10)・・・吊r−0Figure 1 is a cross section showing a 4-meter roof structure according to the present invention] m explanatory diagram, T
FIG. 2 is an enlarged sectional explanatory view of the seam assembly portion, and FIG. 3 is a partial chromatic explanatory view showing an example of the shape of the reinforcing plate. (1)...Isuya, (2)...Ichisui, (3)...
board, (4)...reinforcement plate, (4a)...reinforcement bead, (5)...(white rice, (6), (7), (8), (
9)...Inset part. (10)...Hanging r-0
Claims (5)
順次敷設し、各面板同士の接合 縁をはぜ込みにより結合するとともに、屋 根支持上にはぜ部よりも軒先側に固定され た吊子によりはぜ込み部を固定した屋根構 造であって、前記面板の表面にこれとほぼ 同形状に形成された補強板を裏打ちしたこ とを特徴とする横葺き屋根構造。(1) The face plates that make up the roofing material are laid one after another from the ridge side to the eaves side, and the joining edges of each face plate are joined by fitting, and the roof is fixed on the roof support closer to the eaves side than the edge. 1. A horizontal roof structure in which a fitting part is fixed by a hanger, and the surface of the face plate is lined with a reinforcing plate formed in substantially the same shape as the face plate.
特許請求の範囲第1項に記載の 横葺き屋根構造。(2) The horizontal roof structure according to claim 1, wherein a plurality of reinforcing beats are formed on the reinforcing plate.
び下はぜを係止するはぜが形成 されている特許請求の範囲第1項または第 2項に記載の横葺き屋根構造。(3) The horizontal roof according to claim 1 or 2, wherein the upper and lower edges of the reinforcing plate are formed with gaps that lock the upper and lower edges formed on the face plate. structure.
ンレスのプレス成形体であることを 特徴とする特許請求の範囲第1項ないし第 3項のいずれかに記載の横葺き屋根構造。(4) The horizontal roof structure according to any one of claims 1 to 3, wherein the face plate is a press-molded body of copper or stainless steel with a thickness of 0.4 mm or less.
キ鋼板のプレス成形体である特許請 求の範囲第1項ないし第4項のいずれかに 記載の横葺き屋根構造。(5) The horizontal roof structure according to any one of claims 1 to 4, wherein the reinforcing plate is a press-formed product of steel or galvanized steel plate with a thickness of 1.5 mm or more.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22366185A JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22366185A JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6286256A true JPS6286256A (en) | 1987-04-20 |
JPH0354745B2 JPH0354745B2 (en) | 1991-08-21 |
Family
ID=16801666
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22366185A Granted JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6286256A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63130355U (en) * | 1987-02-19 | 1988-08-25 | ||
JP2006513054A (en) * | 2002-12-18 | 2006-04-20 | サン−ゴバン・イソベール | Apparatus and method for manufacturing thermal insulation elements |
-
1985
- 1985-10-09 JP JP22366185A patent/JPS6286256A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63130355U (en) * | 1987-02-19 | 1988-08-25 | ||
JP2006513054A (en) * | 2002-12-18 | 2006-04-20 | サン−ゴバン・イソベール | Apparatus and method for manufacturing thermal insulation elements |
JP4729309B2 (en) * | 2002-12-18 | 2011-07-20 | サン−ゴバン・イソベール | Apparatus and method for manufacturing thermal insulation elements |
Also Published As
Publication number | Publication date |
---|---|
JPH0354745B2 (en) | 1991-08-21 |
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