JP2000505851A - Insulation element for clamp mounting between beams of roof rafters or other timber structures - Google Patents
Insulation element for clamp mounting between beams of roof rafters or other timber structuresInfo
- Publication number
- JP2000505851A JP2000505851A JP10528399A JP52839998A JP2000505851A JP 2000505851 A JP2000505851 A JP 2000505851A JP 10528399 A JP10528399 A JP 10528399A JP 52839998 A JP52839998 A JP 52839998A JP 2000505851 A JP2000505851 A JP 2000505851A
- Authority
- JP
- Japan
- Prior art keywords
- insulating
- layer
- sheet
- panel
- clamping
- 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
- 238000009413 insulation Methods 0.000 title claims abstract description 35
- 239000002023 wood Substances 0.000 claims abstract description 11
- 239000011490 mineral wool Substances 0.000 claims abstract description 10
- 238000005520 cutting process Methods 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 6
- 239000011230 binding agent Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims description 2
- 238000007906 compression Methods 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 description 18
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 239000011810 insulating material Substances 0.000 description 5
- 230000001965 increasing effect Effects 0.000 description 4
- 238000004806 packaging method and process Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 230000001419 dependent effect Effects 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 240000000220 Panda oleosa Species 0.000 description 1
- 235000016496 Panda oleosa Nutrition 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 230000001537 neural effect Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7654—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings
- E04B1/7658—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings comprising fiber insulation, e.g. as panels or loose filled fibres
- E04B1/7662—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings comprising fiber insulation, e.g. as panels or loose filled fibres comprising fiber blankets or batts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
- E04D13/1612—Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters
- E04D13/1625—Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters with means for supporting the insulating material between the purlins or rafters
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B2001/741—Insulation elements with markings, e.g. identification or cutting template
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Rod-Shaped Construction Members (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】 本発明は、境界面の間、特に急勾配屋根のような屋根の垂木（４）の間又は、特にロール又は絶縁パネル（１）に巻き込み可能な絶縁パネル又は絶縁シート（６）の形の又は絶縁シートの裁断によって得られる絶縁パネル（１）の形のミネラルウールから成り、特に建造物の外壁又は内壁用の木材フレーム構造又は木材梁天井等の梁（４’）等の間のクランプ組付け用の絶縁要素において、 パネル／シート（１、６）は絶縁要素の厚さに対して垂直に延びる複数の絶縁層を有し、その中の少なくとも１つが、前記保持要素がその側面を通して前記境界面に対して伝達される高い弾性力のために、残りの絶縁層よりも大きな圧力を組付け状態における境界面上に作用させるようにパネル／シートのクランプ組付けのために残りの絶縁層上のクランプ型保持要素として設計されていることを特徴とする前記絶縁要素に関する。 SUMMARY OF THE INVENTION The present invention relates to an insulating panel or sheet which can be wrapped between interfaces, especially between roof rafters (4), such as steep roofs, or in particular rolls or insulating panels (1). It consists of mineral wool in the form of 6) or in the form of insulating panels (1) obtained by cutting insulating sheets, especially wood frame structures for the outer or inner walls of buildings or beams (4 ') such as wood beam ceilings, etc. The panel / sheet (1,6) has a plurality of insulating layers extending perpendicular to the thickness of the insulating element, at least one of which is at least one of said holding elements. Due to the high elastic force transmitted through its side surfaces to said interface, to apply a greater pressure than the remaining insulating layer on the interface in the assembled state for the panel / sheet clamp assembly Insulation to rest Said insulating element characterized in that it is designed as a clamp-type holding element on a layer.
Description
【発明の詳細な説明】 屋根垂木又は他の木材構造物の梁の間のクランプ組付けのための絶縁要素 本発明は、請求の範囲第１項の上位概念による絶縁（分断）要素に関する。 その種の絶縁要素（絶縁材料要素）は公知であり、かつ屋根垂木、バルコニー 又は他の境界面の間の特にシートのクランプ組付け又はシートから裁断された単 一の絶縁パネルとして使用される。これは１０年間生産量が増大している市場で あり、絶縁シートは建造物取り引きから専門家によって現場で組付けられるが、 非常に屡々熟練しない人によって、即ち「ドーイットユアセルフ」によって組立 られる。特にミネラルウールによって急勾配の屋根を絶縁することはマーケット で普通のものとなっているので、クランプフェルトに属するそのような絶縁シー トは、それらの市場シェアを絶えず増大させ得る状態にある。 絶縁要素の製造及び在庫管理において、メーカーは屋根の垂木又は他の木材構 造物の梁の間の幅又はその高さ、即ち格子構造深さがかなりの程度で相違し得る ことを考慮しなければならない。これらの理由で、即ち垂木又は梁の間の相異な る幅に適合するためのいわゆるショルダマットが細かく段階づけされた幅で、例 えば１００ｍｍの幅の段階で製造されかつ在庫されている。更に略８０ｍｍ〜２ ２０ｍｍ及びそれ以上の寸法のクランプ層フェルト厚さが今日提供されている。 勿論これは製造、販売及び調達において、しかし建設見地での莫大な在庫品を含 む。 そのような生産の他の特別な問題は、材料の必要な消費であり、消費はコスト の理由で常に減少し、しかし大きな表面が急勾配の屋根の絶縁に適用する好適な 場合に絶縁材料で被覆されなければならないために特別に重要である。更にかな りの材料コストはミネラルウールが生化学的に退化した組成から次第に多く製造 され又は高い価格に繋がり得る特別な国内基準によって製造されなければならな いという事実のために低くない。 本発明の課題は、屋根垂木、梁又は他の境界面の間のクランプ組付けのための 絶縁シート又は絶縁パネルを提供することであり、屋根垂木等は必要な絶縁特性 を失わずに材料の消費の減少を許容し即ち特に熱的絶縁能力において技術サービ ス値を充足するために必要な材料の使用に対する生産の最適化を可能にする。 他の観点によれば、屋根垂木又は木材フレーム構造の梁の間のクランプ組付け のための絶縁要素は、従来の絶縁要素の材料の節約、しかしそれにもかかわらず 最適のクランプ効果を伴うのみならず、貯蔵、輸送及びそのような絶縁要素がフ ィルム包装と共に取り引きされるという事実によって包装容量の減少を通して包 装の利益を提供することになる。 本発明の更に他の観点は、絶縁シート又は絶縁パネルを提供することであり、 その厚さ範囲は、相異なる梁厚さ（格子構造深さ）で一定の厚さをもった絶縁要 素としての完全な組付けを保証しかつ特に相異なる厚さの連続的な補償を許容す る。絶縁シートはそれにもかかわらず製造が容易で、絶縁シート又は絶縁パネル の組付けは支障のない方法で単にクランプによって行われる。 この課題は、本発明によれば特許請求の範囲第１項の特徴部に含まれる特徴に よって解決され、即ち当を得た特別に有利な実施例は、従属請求項に含まれる特 徴によって特徴づけられる。 本発明は、絶縁シート又は絶縁パネルが次にクランプ層と称される特別なクラ ンプ型保持要素を有するという点に主として特徴づけられる。これは、クランプ 組付けのために必要なパネル又はシートのクランプ型部分のみが材料の完全かつ 持続的な保持を保証するため、クランプ層機能特性の目的で設計される必要があ るために、総絶縁層における材料の非常に多くの減少を可能にする。パネル又は シートの残り又は残った層は、例えばクランプ層よりも低い弾性力で、特に低い 嵩密度でクランプ及び保持機能と無関係に適当に調整されることができ、かつ熱 的絶縁の要求のみで設計されればよい。パネル又はシート内の嵩密度の段階によ って、以下の事実を考慮して材料のかなり大きな節約がされ得る、即ちかなりの 表面が急勾配の屋根の絶縁の適用の場合に、かなりの表面が絶縁されなければな らないという事実を特に考慮して行われる。本発明の場合、クランプ層の特性は 残りの層に付いての高い嵩密度によって得られる。高い嵩密度はここではクラン プ型保持要素の減衰機能を得るために使用される。絶縁シート又は絶縁パネルの 残りの領域における嵩密度は、特に熱伝導に関して特別に要求される条件によっ て選択され得る。勿論クランプ層は熱的絶縁の条件を充足する。 特に好適な実施例において、パネル又はシートは２つの層に分けられ、１つは クランプ層を形成しかつ充填機能又は絶縁機能のみを果たす残りの層よりも高い 嵩密度のために高い弾性力を有する。特性、そのようなクランプ型保持要素の弾 性力は、増大する嵩密度によってのみならずバインダ含有量及び又は繊維品質及 び又は繊維配向の適当な調整によっても達成され得る。 多分割、特に相異なる性質の少なくとも１つの２つの部分への絶縁要素の特に 二分割において、本発明による材料の減少を達成し、一方従来のミネラルウール 絶縁材料についてのクランプ効果の保持又は最適化が達成され、それによって少 なくとも１つのの部分がクランプ形式で作用する。この状態において一定の撓み は組付け状態において起こり、即ち絶縁要素の死荷重により屋根垂木の間に生じ 、その結果この場合に好ましくは上部に位置決めされたクランプ層は、下方の残 っている絶縁層上のクランプ誘導効果を及ぼす。充填層を節約する残っている絶 縁層の嵩密度が本発明により最小にされ得、製品がその後良好に圧縮され得るの で、材料の節約が得られることができるのみならず、かなりの包装の利点を得る 。包装容量がかなり減少され、輸送及び貯蔵容量が減少されることが可能である ので、これはロールの形で供給される絶縁要素に特別に有利である。 絶縁シート又は絶縁パネルの特に好適な二重層と並んで、唯１つの充填層等の 場合に２つの充填層又は２つのクランプ層を提供することが可能である。充填層 及びクランプ層の数及び配列は当業者によって選択され得る。 上記のように、クランプ層の特性は、嵩密度によるよりも、繊維寸法、繊維位 置、繊維形成、繊維配向、バインダ量又はクランプ層の他の追加の強化手段によ って調整され得る。クランプ層かクランプ層と境界面との間の必要な摩擦力を保 証するために充分な拡張力又は弾性力を有する。クランプ層が充分剛固であるこ とが保持され、その結果絶縁要素は充分な圧力で垂木の間にクランプされること ができかつそこで圧入を有し、それ故に充填層は相異なる格子構造で厚さ補償機 能を許容するのに充分に軟質かつ圧縮可能である。弾性力が嵩密度によって調整 されている場合、１以上、好ましくは１．５以上であることは、充填層嵩密度に 対するクランプ層嵩密度の比として適当である。 次に本発明の好適な実施例を図面に基づいて記載される、即ち 図１は、本発明による絶縁要素の部分の斜視図を示し、 図２は、急勾配の屋根のスクエアの絶縁シート又は絶縁パネルの組付け状態を 表わす断面図を示し、 図３は、絶縁要素の厚さが絶縁要素の厚さよりも小さい格子構造深さに調整さ れるべき場合、建造物壁等のための垂直木材フレーム構造の梁又は柱の間の組付 け開始状態における絶縁シート又は絶縁パネルの断面図を示し、 図４は、図３と同様な、しかし絶縁シート又は絶縁パネルの組付けられた状態 を示す図であり、 図５は、ロールに巻き込まれた絶縁シートであって、垂木の間のクランプ組付 けのためにこの絶縁シートからの絶縁パネルの裁断を示す展開状態における図で あり、 図６は本発明による絶縁要素を使用する場合のポテンシャルの節約を示す図表 を示す。 図１に部分斜視図で表される絶縁シート又は絶縁パネル１の形の絶縁要素は、 ２つの層、即ちＦＳで表される充填層２とＫＳで表されるクランプ層から構成さ れている。２つの層は相異なる性質、即ち相異なる特性を有する。本発明の好適 なケースにおいて、即ち屋根構造の垂木の間の又は木材フレーム構造の柱の間の 絶縁シート又は絶縁パネル１のクランプ組付けのために、適当なバインダを備え たミネラルウールから作られた層は相異なる嵩密度に設計される。クランプ層３ はシート又はパネルのクランプ組付けのためにその密度を設定されておりかつ特 に充填層２よりも大きな嵩密度を有する。充填層はクランプ作用とは無関係に設 計され従って減少された嵩密度を有し、その密度は所望の絶縁特性のためにのみ 選択されている。 図２は、急勾配の屋根の隣接する２つの垂木の間の組付け状態における図５に よる絶縁材料ロールに巻込まれるシートから裁断された絶縁シート１を示し、符 号５は屋根作業に慣用されかつ垂木の上側に配置された防水シートを表わす。図 ２に示す実施例において、クランプ組付け層３は上に、即ち屋根側上にかつ防水 シート５に隣接して配設されており、従って充填層２は室に向かって、即ち下方 へ配設されている。図２に示された絶縁シートは、垂木の厚さｄ３に対して厚さ を揃えられているが、これは必ずしも必要でてはない。クランプ層３と充填層２ の層厚さは、ｄ１及びｄ２として表される。例えは絶縁シート１は、隣接した垂 木４の間の幅Ｄを越えるオーバー寸法をもって図５によるロールから裁断され、 オーバ寸法は絶縁シート１が隣接する垂木の間のクランプ組付け状態に装入され かつクランプ作用を保持されるようにされる。スクエアの典型的なオーバ寸法は 略１ｃｍである。 上記のように両層２及び３はミネラルウールから形成されるが、それらの機械 的特性は相違する。これらの相異なる特性は図２の実施例では層２及び３の相異 なる嵩密度によって達成される。充填層２はクランプ３の嵩密度よりも低い嵩密 度を有する。大きな嵩密度を有するクランプ層３は、充填層２よりも境界面の間 で高い弾性力を有し、弾性力は、隣接する垂木の間に組付けられた場合に特別の 締め付け装置が必要ないように、絶縁パネルを圧入によって緊密に配置し得る。 クランプ層としての適当な嵩密度は１０ｋｇ／ｍ3以上であり、木材フレーム構 造の垂木又は柱の間のクランプ組付けへの好適な範囲は、１０ｋｇ／ｍ3〜３０ ｋｇ／ｍ3の範囲の嵩密度である。特に嵩密度に好適な範囲は、１５ｋｇ／ｍ3〜 ２５ｋｇ／ｍ3であり、特にクランプ層としての特別に好適な嵩密度は、例えば １７ｋｇ／ｍ3〜１９ｋｇ／ｍ3の範囲である。 対向した垂木の間及び６０°以下の屋根傾斜のスクエアの間のいわゆるフレー ムとして、クランプ層３は充分強くかつ剛固であるが、層２及び３から成る絶縁 要素１の死荷重の下に座屈なしに可撓的であることが、屋根絶縁、特に絶縁水平 木材格子構造への適用の場合にクランプ層３の嵩密度調整にとって本質的なこと である。図２の組付け状態において、絶縁シートはその死荷重の下に僅かに撓み 、この荷重による僅かな撓み又は下方への膨らみは特に充填層２の下方領域にお ける垂木４の間にクランプされた絶縁シートの膨張をもたらし、それによって膨 張力が形成される。垂木４の間の絶縁シートのクランプ固定は、クランプ層３に よって形成される復元力及び摩擦力によって主として行われ、クランプ層３は追 加的にクランプ層３によって誘導される充填層２内の広げる力によって支持され 、それによって勿論垂木４上の充填層２の摩擦力はクランプ作用に寄与する。従 ってクランプ層は図２の実施例において、その強度がクランプ機能のために設計 された実際のクランプ層３及び充填層２によって行われ、絶縁シートの死荷重に よる撓みのために誘導された膨張力を通して行われる。 屋根垂木又は垂直木材フレーム構造の梁の境界面の間の絶縁シートｌの逆の配 置は、勿論可能であり、それによって充填層２は屋根領域における防水シート５ 及び室に面したクランプ層３に隣接して位置決めされる。しかし垂直木材フレー ム構造によって、梁４の外面と同一平面のクランプ層３の外面を持った充填層２ は木材パネルから作られる壁までの残ったスペースを充填し、かつそれによって 補償層として機能する。即ち、低い嵩密度に設計された充填層２の良好な圧縮性 のために、相異なる梁厚さｄ３は、１つかつ同一の絶縁要素によって橋絡され得 る。例えば１４０ｍｍ〜２２０ｍｍの範囲の相異なる厚さを、２２０ｍｍの厚さ の絶縁パネル１によって連続的に橋絡することも想定され、絶縁パネルが組付け られた場合に、大きな程度で又は小さい程度で補償されかつ補償機能を実行する 。勿論絶縁シート１の総厚さｄ１とｄ２として２２０ｍｍの前記値が例として挙 げられる、そのわけは製品の厚さは他の格子構造深さに調整され得るからである 。更に必要な場合に、均一な等級に又は均一な等級の相異なる厚さの２つの製品 を使用することも可能である。これは、殆ど市況に依存し、特に個々の構造に使 用されるような垂木又は梁厚さの予期される相違に依存する。これは国毎に変え られ得、建築基準を相応した考慮によって可能である。 図３及び図４は、特に工業的に予備製造された室セルモジュールにおける例え ば建造物壁として使用されるような、柱又は梁４を備えた垂直木材フレーム構造 の間の絶縁シート又は絶縁パネルのための組付け状態を示す。単に例示によって 、外側は木材製品又はパネルにされた壁５’の壁パネルによって表されている。 図３は組付け工程の始めを示し、補償層２’として形成された充填層は２つの梁 ４’の間のスペースに位置決めされる。クランプ層３は力Ｐを作用させて梁４’ の間に圧入され、その結果クランプ層３の外面は図４に示すように、梁４’の外 面又は外縁と同一平面に延在する。相異なる梁厚さは１つかつ同一の製品、即ち 等しい厚さの絶縁要素によって橋絡され得るので、クランプ層３が圧入され、従 って補償層２’が圧縮されかつこうして絶縁機能をもって補償機能が実施される 。クランプ層３の適用の場合、再び補償層２’に亘って高い強度で、特に高い嵩 密度で設計され、前記領域はここでも適用可能である。充填層の使用の両場合の 嵩密度は３０ｋｇ／ｍ3以下でしり、特に１５ｋｇ／ｍ3、好ましくは１０ｋｇ／ ｍ3であり、２つの嵩密度は充填層の嵩密度に対するクランプ層の嵩密度の比が １以上であるように互いに整合される。 クランプ層３の特別の厚さｄ１は、屋根垂木又は木材格子構造の相応する境界 面の間の絶縁層を固定するために要求される技術的に必要な厚さの全ての適用に おいて減少される。厚さの特別の値は、木材フレーム構造の設計及び特に隣接す る垂木又は梁の間の橋絡されるべき幅に依存する。充填層２に関して、一方では 上記の補償機能を許容するクランプ層２よりもより多く圧縮可能にし、他方では 包装において利益を提供することが有利である。減少した直径でしかし絶縁シー トの等しい長さで絶縁の役目が果たされることができ、その絶縁シートは包装容 量を減少させ、かなりの輸送及び貯蔵の利益を提供する。ロールの形の絶縁シー トは、１対２．５〜１対４．５の領域で圧縮可能である。そのような絶縁シート 又は絶縁パネルに裁断されたものによって、ＤＩＮ１８１６５による熱伝導度群 ０４０の分類、その嵩密度により熱伝導度群０４５内に入る充填層、及びその嵩 密度によって熱伝導度群０３５内のクランプ層が得られることができ、一方中間 の絶縁パネル又は絶縁シートは、ＤＩＮ１８１６５による熱伝導度群０４０の基 準を充足する。嵩密度（ＲＤ）の適当な選択によって、λ＝ｆ（ＲＤ）が知られ ている場合、０３５の総熱伝導度群が得られることができる。 図５は、特別に好適な実施例を示し、即ち特に急勾配の屋根の垂木における、 垂木叉は梁の境界面の間のクランプ組付けのためのロールに巻込まれる絶縁シー トを示す。絶縁シート６は部分的に巻戻された状態で表されている。符号２は補 償機能を有する充填層を表わし、かつ符号３は絶縁ロールの巻込まれた状態にお ける外側上に配置されたクランプ層を示す。クランプ層は巻込まれた状態の内側 に配置されることができ、巻込まれる位置は、図２による記載による適用のケー ス、即ち実際の組付け状態に依存する。記載の実施例では充填層である、巻込ま れる状態の内方に位置決めされた層の表面７上に、絶縁シート６の横縁９に対し て垂直に延びるマークライン８がある。例えば、マークライン８は等しい間隔で 施され、２つの隣接したマークラインの間の間隔は好ましくは１００ｍｍである 。図５に示すように、マークライン８は連続ラインで表される必要はなく、点線 で表されることもできる。マークライン８は切削等によっては形成されず、ミネ ラルウールシート６の材料の取扱及び有効性に影響を与えることなしに単に光学 的に効果的である。例えば７００ｍｍの所定の幅のスクエアを充填するために、 圧入及び１１の個所での切断のために必要な例えば１ｃｍのオーバ寸法を考慮し てマーキングライン８に沿って絶縁シート６の先頭縁から出発して７１０ｍｍの 長さの縦部分Ｌが設定される。この目的で、図５に示された方法で測定された切 断ラインにナイフ１２をセットしかつナイフは材料を通って隣接したマーキング ライン８に平行な矢印１３の方向に引かれる。 それによって裁断にされた絶縁パネル１４は、組付けのために転向され、その 結果絶縁シート６の前方の横縁は、上下に来、かつこうして縦方向の部分Ｌはミ ネラルウールパネル１４の幅を決定する。この位置において、ミネラルウールパ ネル１４は２つの隣接した垂木４の間のスクエアに装入される。例えば１０ｍｍ 又は僅かに大きい組付けの個所におけるスクエアの幅Ｄを超える縦部分Ｌのオー バー寸法Ｕｅは、ミネラルウールパネル１４の所望の圧入を生じる。従って垂木 ４の間の装入後、ミネラルウールパネル１４はクランプ効果による垂木の間の圧 入を有する。こうして形成された絶縁シート６は、パネル１４が垂木の間の幅Ｄ に応じて絶縁シートが裁断される場合、隣接する垂木の間の相異なる幅Ｄでスク エアに敷設するための均一な幅で使用される。同時の補償の可能性のために、絶 縁シートの均一な幅寸法及び相異なる幅Ｄ及び相異なる垂木及び梁厚さｄ３を有 するスクエア又はベイのための絶縁シートの均一な厚さを備えた図５に示される 絶縁シートが使用されることができる。これは、寸法の種類のかなりの節約をも たらす、そのわけは絶縁シート６は、もはや精密に段階をつけられた厚さに保持 される必要がなく、均一な幅及び厚さの１つの絶縁シートは垂木又は梁の間の相 異なる幅及び相異なる格子構造深さの種々の垂木及び木材フレーム構造を被覆す ることができるからである。 図６は、市場に提供可能な従来の絶縁シートを超える割合（％）の絶縁材料の 節約ポテンシャルを示す。こうして特に絶縁屋根のために慣用的に使用される絶 縁シート又は絶縁パネルの厚さを１０〜２３％の範囲のかなりの節約を得られ、 これはこれらの目的で年間当たり使用される絶縁シートの量に関して材料のかな りの節約に繋がる。 表１は、相異なる厚さ、嵩密度及び個別の部分層の単位面積当たりの重量の層 の組合せの変形の例を示す。 この表は、本発明による全ての変形が、標準バージョンよりも低い単位面積当 たりの重量を有しかつ材料のかなりの節約に繋がることを示す。人は更に層厚さ 、嵩密度及び部分層の単位面積当たりの重量が変えられ得ることを知り得る。 充填層が、その厚さが組みつけ中垂木高さ又は木材格子構造深さに依存して圧 縮され得る場合、より小さい範囲を通して材料が節約されるのみならず、寸法の 種類を最適にし得る。表１において、２２０ｍｍの厚さ及び２．８２ｋｇ／ｍ2 の変形３のシート／パネルが１８０ｍｍの梁厚さに圧縮された場合、厚さ１８０ ｍｍ及び２．８８ｋｇ／ｍ2の重量の標準バージョンのシート／パネルを超える ０．０６ｋｇ／ｍ2の材料の節約が得られることができる。この例の利点は、主 として最適化された寸法の種類にある。材料の明らかな節約は、２００ｍｍの梁 厚さｄ３で与えられ、しかしここでは３．００ｋｇ／ｍ2の標準バージョンの単 位面積当たりの重量は、厚さ２２０ｍｍ及び単位面積当たり２．８２ｋｇ／ｍ2 の重量の例３と比較してかなり高いからである。材料節約は従ってこの例におい て０．１８ｋｇ／ｍ3である。 DETAILED DESCRIPTION OF THE INVENTION Insulation element for clamp mounting between beams of roof rafters or other timber structures The invention relates to an insulating (splitting) element according to the preamble of claim 1. Such insulating elements (insulating material elements) are known and have roof rafters, balconies Or clamp assembly of sheets, especially between sheets or other sections Used as an insulating panel. This is a market where production has increased for 10 years Yes, insulation sheets are assembled on site by specialists from building transactions, Very often assembled by unskilled people, ie by "do it yourself" Can be Insulating steep roofs, especially with mineral wool, is a market Such insulating sheets belonging to the clamp felt Are in a position to constantly increase their market share. In the production and inventory control of insulating elements, the manufacturer may use roof rafters or other timber structures. The width between the beams of the structure or its height, i.e. the grid structure depth, can vary to a considerable extent Must be taken into account. For these reasons, namely the distinction between rafters or beams The width of the so-called shoulder mat to fit the width For example, it is manufactured at a width of 100 mm and is in stock. Furthermore, approximately 80mm-2 Clamp layer felt thicknesses of 20 mm and more are provided today. This, of course, includes huge inventory in manufacturing, sales and procurement, but from a construction standpoint. No. Another special problem of such production is the necessary consumption of materials, which is costly For reasons of constant reduction, but large surface suitable for steep roof insulation Of particular importance is that in some cases they must be coated with an insulating material. Kana Material cost is gradually increased from biochemically degraded composition of mineral wool Or must be manufactured according to special national standards that can lead to high prices. Not low because of the fact. It is an object of the present invention to provide a clamp assembly between roof rafters, beams or other interfaces. To provide insulation sheet or insulation panel, roof rafters etc. have required insulation properties Technology service without loss of material, i.e. Enables the production to be optimized for the use of materials required to meet the required value. According to another aspect, a clamp assembly between beams of a roof rafter or a timber frame structure. Insulation elements for the traditional insulation element material savings, but nevertheless Not only with optimal clamping effect, but also storage, transport and Due to the fact that it is traded with film packaging, To provide the benefits of dressing. Yet another aspect of the present invention is to provide an insulating sheet or panel. The thickness range is required for insulation with a constant thickness at different beam thicknesses (grid structure depth). Guarantees complete assembly as a base and allows continuous compensation, especially for different thicknesses You. Insulating sheets are nevertheless easy to manufacture, insulating sheets or insulating panels Is simply done by means of a clamp in a trouble-free manner. This object is achieved according to the present invention by the features included in the characterizing part of Claim 1. Thus, particularly advantageous embodiments which have been solved, i.e., have been found to be particularly advantageous, are included in the dependent claims. Characterized by signs. The present invention relates to a special cladding in which the insulating sheet or panel is then referred to as a clamping layer. It is mainly characterized in that it has a pump-type holding element. This is a clamp Only the clamp-type parts of the panels or sheets required for assembly are complete and full of material. It must be designed for functional properties of the clamp layer to ensure sustained retention. In order to allow a great deal of material reduction in the total insulating layer. Panel or The rest of the sheet or the remaining layers, for example with a lower elasticity than the clamping layer, especially low The bulk density can be adjusted appropriately without regard to the clamping and holding functions, and What is necessary is just to design based on the requirement of the electrical insulation. Depending on the bulk density stage in the panel or sheet Thus, considerable savings in material can be made, taking into account the following facts: In the case of steep-roof insulation applications, considerable surfaces must be insulated. Is done with special consideration of the fact that In the case of the present invention, the characteristics of the clamp layer Obtained by the high bulk density of the remaining layers. The high bulk density here is a clan Used to obtain the damping function of the mold retaining element. Of insulation sheet or insulation panel The bulk density in the remaining area depends on the special requirements, especially with regard to heat conduction. Can be selected. Of course, the clamp layer satisfies the condition of thermal insulation. In a particularly preferred embodiment, the panel or sheet is divided into two layers, one of which is Higher than the remaining layers that form the clamping layer and perform only the filling or insulating function It has high elasticity due to its bulk density. Properties, such a clamp-type holding element bullet The strength is determined not only by the increased bulk density but also by the binder content and / or fiber quality. Or by appropriate adjustment of the fiber orientation. Multipartition, especially of the insulating element into at least one two parts of different properties In the bisection, a reduction of the material according to the invention is achieved, while the conventional mineral wool Retention or optimization of the clamping effect on the insulating material is achieved, thereby reducing At least one part acts in a clamping manner. Constant deflection in this state Occurs between the roof rafters due to the dead load of the insulating element As a result, in this case the clamping layer, which is preferably positioned on top, Exerts a clamp-inducing effect on the insulating layer. Remaining absolute to save packed beds The bulk density of the edge layer can be minimized by the present invention, and the product can be subsequently compacted well. In, not only can material savings be obtained, but also get considerable packaging advantages . Packaging capacity is significantly reduced, transport and storage capacity can be reduced As such, this is particularly advantageous for insulating elements supplied in roll form. Alongside a particularly suitable double layer of insulating sheet or panel, only one filling layer etc. In some cases, it is possible to provide two filling layers or two clamping layers. Packed bed And the number and arrangement of the clamping layers can be selected by those skilled in the art. As described above, the characteristics of the clamp layer are more dependent on the fiber size and fiber position than on the bulk density. Placement, fiber formation, fiber orientation, binder amount or other additional strengthening measures of the clamp layer. Can be adjusted. Maintain the required friction between the clamping layer or the clamping layer and the interface Have sufficient expansion or elasticity to prove. Make sure the clamp layer is sufficiently rigid And the insulation element is clamped between the rafters with sufficient pressure. Is formed and has a press fit therein, so that the packed bed has a different lattice structure with a thickness compensator Soft and compressible enough to allow performance. Elastic force adjusted by bulk density If it is, it is 1 or more, preferably 1.5 or more. It is appropriate as a ratio of the bulk density of the clamp layer to the clamp layer. Next, preferred embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows a perspective view of a part of an insulating element according to the invention, Figure 2 shows the installation of the insulating sheet or panel on the square of the steep roof. FIG. FIG. 3 shows that the thickness of the insulating element is adjusted to a grid structure depth smaller than the thickness of the insulating element. Where appropriate, installation between beams or columns of vertical timber frame structures for building walls, etc. Shows a cross-sectional view of the insulating sheet or insulating panel in the starting state, FIG. 4 is similar to FIG. 3, but with the insulating sheet or panel installed. FIG. FIG. 5 shows an insulating sheet wrapped around a roll, and a clamp assembly between rafters. FIG. 4 is a view in an unfolded state showing cutting of the insulating panel from this insulating sheet for protection. Yes, FIG. 6 is a chart showing potential savings when using an insulating element according to the invention. Is shown. The insulating elements in the form of insulating sheets or insulating panels 1 represented in partial perspective view in FIG. Consisting of two layers, a filling layer 2 represented by FS and a clamp layer represented by KS Have been. The two layers have different properties, ie different properties. Preferred for the present invention Case, ie between rafters of a roof structure or between columns of a timber frame structure Providing a suitable binder for clamping the insulating sheet or insulating panel 1 Layers made from recycled mineral wool are designed with different bulk densities. Clamp layer 3 Has its density set for sheet or panel clamp assembly and Has a larger bulk density than the packed layer 2. The packed bed is provided independently of the clamping action. Has a measured and therefore reduced bulk density, the density of which is only for the desired insulating properties. Selected. FIG. 2 shows FIG. 5 in an assembled state between two adjacent rafters on a steep roof. Shows an insulating sheet 1 cut from a sheet wound on a roll of insulating material. No. 5 represents a tarpaulin conventionally used for roofing operations and placed above rafters. Figure In the embodiment shown in FIG. 2, the clamp mounting layer 3 is on top, ie on the roof side, and waterproof. Arranged adjacent to the sheet 5, the packing layer 2 is thus directed towards the chamber, i. It is arranged to. The insulation sheet shown in FIG. 2 has a thickness relative to the rafter thickness d3. But this is not required. Clamp layer 3 and filling layer 2 Are represented as d1 and d2. For example, the insulating sheet 1 It is cut from a roll according to FIG. 5 with an oversize exceeding the width D between the trees 4, The over-dimension is when the insulating sheet 1 is inserted into the clamp assembly between adjacent rafters. In addition, the clamping action is maintained. The typical oversize of a square is It is approximately 1 cm. As mentioned above, both layers 2 and 3 are formed from mineral wool, Characteristic is different. These different properties correspond to the different properties of layers 2 and 3 in the embodiment of FIG. Achieved by increasing the bulk density. The packing layer 2 is denser than the bulk density of the clamp 3 Have a degree. The clamp layer 3 having a large bulk density is located between the boundary surfaces more than the filling layer 2. Has a high elastic force, and the elastic force is special when assembled between adjacent rafters. The insulation panel can be tightly arranged by press fitting, so that no clamping device is required. A suitable bulk density for the clamp layer is 10 kg / mThreeThat is all for the timber frame structure. The preferred range for clamp assembly between built rafters or columns is 10 kg / mThree~ 30 kg / mThreeIs the bulk density in the range. A particularly preferable range for the bulk density is 15 kg / mThree~ 25kg / mThreeAnd particularly suitable bulk densities for the clamping layer are, for example, 17kg / mThree~ 19kg / mThreeRange. So-called flares between opposing rafters and between squares with a roof slope of less than 60 ° As a system, the clamping layer 3 is sufficiently strong and rigid, but the insulation of layers 2 and 3 The flexibility without buckling under the dead load of the element 1 makes roof insulation, especially insulation horizontal What is essential for adjusting the bulk density of the clamp layer 3 when applied to a wood lattice structure It is. In the assembled state of FIG. 2, the insulating sheet is slightly bent under its dead load. However, a slight bending or downward bulging due to this load is particularly caused in a region below the packed layer 2. This causes the insulation sheet clamped between the rafters 4 to swell and thereby expands. A tension is formed. Clamping of the insulation sheet between the rafters 4 This is mainly performed by the restoring force and frictional force thus formed, and the clamp layer 3 Additionally supported by the spreading force in the filling layer 2 induced by the clamping layer 3 Thereby, of course, the frictional force of the filling layer 2 on the rafters 4 contributes to the clamping action. Obedience Therefore, the clamping layer is designed for the clamping function in the embodiment of FIG. It is performed by the actual clamp layer 3 and the filling layer 2 that have been This is done through the induced expansion force due to the deflection. The reverse arrangement of the insulation sheet 1 between the interfaces of the roof rafters or beams of the vertical timber frame structure The placement is, of course, possible, so that the filling layer 2 is not covered by the tarpaulin 5 And positioned adjacent to the clamping layer 3 facing the chamber. But vertical wood frame The filling layer 2 having the outer surface of the clamp layer 3 flush with the outer surface of the beam 4 due to the Fills the remaining space from the wood panel to the wall made, and Functions as a compensation layer. That is, good compressibility of the packed layer 2 designed to have a low bulk density For this reason, different beam thicknesses d3 can be bridged by one and the same insulating element. You. For example, different thicknesses in the range of 140 mm to 220 mm, Is expected to be continuously bridged by the insulating panel 1 Is compensated to a greater or lesser extent and performs the compensation function . Of course, the above value of 220 mm is taken as an example as the total thickness d1 and d2 of the insulating sheet 1. Because the product thickness can be adjusted to other grid structure depths . If necessary, two products of different thicknesses of uniform grade or of uniform grade It is also possible to use This depends mostly on market conditions and is particularly used for individual structures. It depends on the expected difference in rafter or beam thickness as used. This varies from country to country It is possible and can be achieved by appropriate consideration of building codes. FIGS. 3 and 4 show an illustration especially of an industrially prefabricated room cell module. Vertical timber frame structure with columns or beams 4, such as used as building walls 2 shows an assembled state for an insulating sheet or an insulating panel between the two. Simply by example The outside is represented by a wall panel of a wood product or paneled wall 5 '. FIG. 3 shows the beginning of the assembly process, in which the filling layer formed as compensation layer 2 'has two beams. 4 '. The clamp layer 3 applies a force P to the beam 4 ′. As a result, as shown in FIG. 4, the outer surface of the clamp layer 3 is It extends flush with the surface or outer edge. Different beam thicknesses are one and the same product, ie The clamping layer 3 is pressed in, since it can be bridged by insulating elements of equal thickness. Thus, the compensation layer 2 'is compressed and thus the compensation function is performed with the insulating function. . In the case of the application of the clamping layer 3, again high strength, especially high bulk, over the compensation layer 2 ' Designed with density, said area is also applicable here. In both cases of the use of packed beds Bulk density is 30kg / mThreeLess than 15kg / mThree, Preferably 10 kg / mThreeThe two bulk densities are the ratio of the bulk density of the clamp layer to the bulk density of the packed layer. Are aligned with each other to be one or more. The particular thickness d1 of the clamping layer 3 depends on the corresponding boundaries of the roof rafter or timber lattice structure. For all applications of the technically required thickness required to secure the insulating layer between the surfaces Is reduced. The special value of the thickness depends on the design of the timber frame structure and especially on the adjacent Depends on the width to be bridged between the rafters or beams. Regarding the packed bed 2, on the one hand Make it more compressible than the clamping layer 2 which allows the above compensation function, on the other hand It would be advantageous to provide benefits in packaging. But with reduced diameter but insulating sheet Insulation can be performed by an equal length of the Reduce volume and provide significant transportation and storage benefits. Insulation sheet in roll form Can be compressed in the area of 1: 2.5 to 1: 4.5. Such insulating sheet Or thermal conductivity group according to DIN 18165 depending on what is cut into insulating panels 040, a packed bed that falls into thermal conductivity group 045 according to its bulk density, and its bulk Depending on the density, a clamping layer in the thermal conductivity group 035 can be obtained, while Insulation panels or sheets of the type are based on thermal conductivity group 040 according to DIN 18165. Satisfy the standards. By appropriate selection of the bulk density (RD), λ = f (RD) is known. If so, a total thermal conductivity group of 035 can be obtained. FIG. 5 shows a particularly preferred embodiment, that is, especially in steep roof rafters. Rafters are insulated seams rolled into rolls for clamp assembly between beam interfaces Show The insulating sheet 6 is shown in a partially unwound state. Symbol 2 is complementary The reference numeral 3 indicates a packed layer having a compensation function, and reference numeral 3 indicates a state in which an insulating roll is wound. 2 shows a clamping layer disposed on the outside of the clamp. The clamp layer is inside the rolled state The winding position is the case of the application according to the description according to FIG. In other words, the actual assembly state. In the described embodiment is a packed bed, entrained On the side 7 of the insulating sheet 6 on the surface 7 of the layer positioned inwardly There is a mark line 8 extending vertically. For example, mark lines 8 are equally spaced And the spacing between two adjacent mark lines is preferably 100 mm . As shown in FIG. 5, the mark line 8 need not be represented by a continuous line, Can also be represented by The mark line 8 is not formed by cutting or the like. Simply optical without affecting the handling and effectiveness of the material of the Lalwool sheet 6 It is effectively effective. For example, to fill a square of a predetermined width of 700 mm, Consider the required over-dimension, eg 1 cm, for press-fitting and cutting at 11 places. 710 mm starting from the leading edge of the insulating sheet 6 along the marking line 8 A vertical portion L of the length is set. For this purpose, the cuts measured by the method shown in FIG. Set the knife 12 on the cutting line and the knife will mark adjacent through the material It is drawn in the direction of arrow 13 parallel to line 8. The cut insulating panel 14 is turned for assembly and the As a result, the front horizontal edge of the insulating sheet 6 comes up and down, and thus the vertical portion L The width of the neural wool panel 14 is determined. In this position, the mineral wool The flannel 14 is placed in the square between two adjacent rafters 4. For example, 10mm Or, if the vertical portion L exceeds the width D of the square at The bar size Ue results in the desired press fit of the mineral wool panel 14. Therefore rafters After the loading during the period 4, the mineral wool panel 14 is pressed between the rafters by the clamping effect. Have an entry. The insulating sheet 6 thus formed has a width D between the rafters of the panel 14. If the insulation sheet is cut according to the Used with uniform width for laying in air. Due to the possibility of simultaneous compensation, It has a uniform width dimension of the edge sheet and different widths D and different rafters and beam thicknesses d3. Shown in FIG. 5 with a uniform thickness of insulating sheet for a square or bay Insulating sheets can be used. This also saves a considerable amount of dimension The reason is that the insulation sheet 6 is no longer kept at a precisely graded thickness One insulating sheet of uniform width and thickness does not need to be Coating various rafter and wood frame structures of different widths and different lattice structure depths Because it can be FIG. 6 shows the percentage (%) of insulating material that exceeds the conventional insulating sheet that can be provided on the market. Shows saving potential. Thus the absolutely customary use for insulating roofs Considerable savings in the range of 10-23% in the thickness of the edge sheets or insulating panels, This is a key to the material in terms of the amount of insulating sheet used per year for these purposes. Saving money. Table 1 shows the layers of different thickness, bulk density and weight per unit area of the individual sub-layers. Shows an example of a modification of the combination of. This table shows that all variants according to the invention have a lower unit area per unit than the standard version. It has a heavy weight and leads to considerable material savings. People are more layered , The bulk density and the weight per unit area of the partial layer can be varied. The packed bed is compressed when its thickness depends on the built-in rafter height or the timber grid structure depth. When shrinkable, not only is material saved through a smaller area, but also The type can be optimized. In Table 1, 220 mm thickness and 2.82 kg / mTwo If the sheet / panel of Modification 3 is compressed to a beam thickness of 180 mm, the thickness 180 mm and 2.88 kg / mTwoWeight exceeds standard version seats / panels 0.06kg / mTwoMaterial savings can be obtained. The advantages of this example are mainly As in the type of dimensions optimized. The obvious material saving is the 200mm beam Given by the thickness d3, but here 3.00 kg / mTwoSimply the standard version of The weight per unit area is 220 mm in thickness and 2.82 kg / m per unit area.Two This is because the weight is considerably higher than that of Example 3. Material savings are therefore in this example 0.18kg / mThreeIt is.
【手続補正書】特許法第１８４条の４第４項 【提出日】１９９８年７月２日（１９９８．７．２） 【補正内容】 請求の範囲 １．境界面の間、特に急勾配屋根のような屋根の垂木（４）の間又は、ロールに 巻き込み可能な絶縁パネル又は絶縁シート（６）の形の又は絶縁シートの裁断に よって得られる絶縁シート（１）の形のミネラルウールから成り、特に建造物の 外壁又は内壁用の木材フレーム構造又は木材梁天井等の梁（４’）等の間のクラ ンプ組付け用の絶縁要素において、 パネル／シート（１、６）は絶縁要素の厚さに対して垂直に延びる複数の絶縁 層を有し、その中の少なくとも１つが前記保持要素がその側面を通して前記境界 面に対して伝達される高い弾性力のために、残りの絶縁層よりも大きな圧力を組 付け状態における境界面上に作用させるようにパネル／シートのクランプ組付け のために残りの絶縁層上のクランプ型保持要素として設計されていることを特徴 とする前記絶縁要素。 ２．クランプ層（３）として形成されたクランプ型保持要素の弾性力が、嵩密度 及び又はバインダ量及び又は繊維品質及び又は繊維配向及び又は適当な強化手段 を適当に確定することによって得られる、請求項１記載の絶縁要素。 ３．クランプ型保持要素かパネル／シート（１、６）の外表面を特定し、又はパ ネル／シート内に配置されている、請求項１又は２に記載の絶縁要素。 ４．クランプ層（３）が実質的に境界面の間の確定のために技術的に必要なクラ ンプ機能を有する厚さに揃えられる、請求項１又は２に記載の絶縁要素。 ５．パネル／シート（１、６）がクランプ層（３）と、充填層（２）としての残 りの絶縁層とから少なくとも２つの層に形成される、請求項１から４までのうち のいずれか一項に記載の絶縁要素。 ６．クランプ層（３）の厚さが組付け前にクランプ層（２）と充填層（３）とか ら成るパネル／シート（１、６）の総厚さの５０％以下、好ましくは２０％〜５ ０％、特に２０％〜４０％かつ特に好ましくは３０％〜４０％の範囲にある、請 求項１から５までのうちのいずれか一項に記載の絶縁要素。 ７．クランプ型保持要素〔クランプ層（３）〕が、垂木（４）の間で、パネル／ シート（１、６）の組付けられた位置において室から離れる方に面して配設され ている、請求項１から６までのうちのいずれか一項に記載の、特に垂木（４）と 急勾配の屋根の間又は木材梁天井等のような、他の木材構造の梁の間の、垂直で はない境界面の間のクランプ組付け用の絶縁要素。 ８．充填層が相異なる梁高さ（格子構造深さ）に適用するために補償層（２’） として形成されている、特に請求項５又は６に記載の建造物等の外側又は内側用 の木材フレーム構造の梁（４’）の間の、垂直境界面の間のクランプ組付け用の 絶縁要素。 ９．補償層（２’）が可撓圧縮領域として形成されている、請求項８記載の絶縁 要素。 １０．クランプ層（２）が１０ｋｇ／ｍ3以上の嵩密度を有し、好ましくは１０ 〜３０ｋｇ／ｍ3、特に１５〜２５ｋｇ／ｍ3の範囲にある、請求項１から９まで のうちのいずれか一項に記載の絶縁要素。 １１．充填層又は補償層（２；２’）が３０ｋｇ／ｍ3以下の嵩密度、特に好ま しくは１５ｋｇ／ｍ3以下の嵩密度を有する、請求項１から１０までのうちのい ずれか一項に記載の絶縁要素。[Procedural Amendment] Article 184-4, Paragraph 4 of the Patent Act [Date of Submission] July 2, 1998 (1998.7.2) [Contents of Amendment] Claims 1. Insulating sheets (1) between boundary surfaces, especially between roof rafters (4), such as steep roofs, or in the form of insulating panels or sheets (6) which can be rolled up or obtained by cutting insulating sheets. Panels / sheets (1), especially in insulating elements for the mounting of clamps between wood frames for the outer or inner walls of buildings or beams (4 ') such as wood beam ceilings, etc. , 6) have a plurality of insulating layers extending perpendicular to the thickness of the insulating element, at least one of which is due to the high elastic force transmitted by the holding element through its side surfaces to the interface. In addition, it shall be designed as a clamp-type holding element on the remaining insulating layer for the panel / sheet clamp mounting so that a greater pressure is exerted on the interface in the assembled state than on the remaining insulating layer. The insulating element according to claim. 2. The elasticity of the clamping-type holding element formed as a clamping layer (3) is obtained by appropriately determining the bulk density and / or the amount of binder and / or the fiber quality and / or fiber orientation and / or the appropriate reinforcing means. 2. The insulating element according to 1. 3. The insulating element according to claim 1 or 2, wherein the clamping-type holding element or the outer surface of the panel / sheet (1, 6) is specified or arranged in the panel / sheet. 4. 3. Insulating element according to claim 1, wherein the clamping layer (3) is arranged to a thickness having a clamping function which is technically necessary for the definition between the interfaces. 5. 5. The method as claimed in claim 1, wherein the panel / sheet is formed in at least two layers from a clamping layer and a remaining insulating layer as a filling layer. Insulation element according to clause. 6. The thickness of the clamping layer (3) is less than 50%, preferably 20% to 5%, of the total thickness of the panel / sheet (1, 6) consisting of the clamping layer (2) and the filling layer (3) before assembly. 6. The insulating element according to claim 1, wherein the insulating element is in the range of 0%, in particular 20% to 40%, and particularly preferably 30% to 40%. 7. A clamp-type holding element [clamp layer (3)] is arranged between the rafters (4) facing away from the chamber at the assembled position of the panel / sheet (1, 6); Vertically, in particular between the rafters (4) and steep roofs or between beams of other timber structures, such as timber beam ceilings, according to one of the claims 1 to 6. Insulation element for mounting the clamp between no boundaries. 8. 7. An outer or inner timber for a building or the like according to claim 5 or 6, wherein the filling layer is formed as a compensation layer (2 ') for application to different beam heights (grid structure depth). Insulating elements for mounting the clamps between the vertical interfaces, between the beams (4 ') of the frame structure. 9. 9. The insulating element according to claim 8, wherein the compensation layer (2 ') is formed as a flexible compression area. 10. 10. The method according to claim 1, wherein the clamping layer has a bulk density of at least 10 kg / m < 3 >, preferably in the range from 10 to 30 kg / m < 3 >, in particular from 15 to 25 kg / m < 3 >. An insulating element according to claim 1. 11. 11. Filler or compensation layer (2; 2 ') has a bulk density of 30 kg / m 3 or less, particularly preferably 15 kg / m 3 or less. Insulation element.
Claims (1)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19654259 | 1996-12-23 | ||
| DE19654259.6 | 1996-12-23 | ||
| PCT/EP1997/007234 WO1998028501A1 (en) | 1996-12-23 | 1997-12-22 | An insulating element for clamping installation between roof rafters or beams of other wooden constructions |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2000505851A true JP2000505851A (en) | 2000-05-16 |
| JP2000505851A5 JP2000505851A5 (en) | 2005-05-12 |
| JP3819039B2 JP3819039B2 (en) | 2006-09-06 |
Family
ID=7816154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP52839998A Expired - Fee Related JP3819039B2 (en) | 1996-12-23 | 1997-12-22 | Insulating elements for clamp assembly between beams of roof rafters or other timber structures |
Country Status (16)
| Country | Link |
|---|---|
| EP (1) | EP0886704B2 (en) |
| JP (1) | JP3819039B2 (en) |
| KR (1) | KR100442955B1 (en) |
| AT (1) | ATE215158T1 (en) |
| AU (1) | AU734846B2 (en) |
| CA (1) | CA2246716A1 (en) |
| CZ (1) | CZ295020B6 (en) |
| DE (1) | DE69711365T3 (en) |
| DK (1) | DK0886704T4 (en) |
| ES (1) | ES2172037T3 (en) |
| HU (1) | HU224187B1 (en) |
| NO (1) | NO319754B1 (en) |
| PL (1) | PL208971B1 (en) |
| SI (1) | SI0886704T1 (en) |
| TR (1) | TR199801257T1 (en) |
| WO (1) | WO1998028501A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040020446A (en) * | 2002-08-30 | 2004-03-09 | 주식회사 포스코 | Fire Resistant Ceiling System |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19844425A1 (en) * | 1998-09-28 | 2000-03-30 | Gruenzweig & Hartmann | Mineral wool insulation board for insulation between rafters and wooden frame constructions as well as processes for the production of such an insulation board |
| DE10041481B4 (en) † | 2000-08-24 | 2006-01-19 | Deutsche Rockwool Mineralwoll Gmbh & Co. Ohg | Insulating element and method and apparatus for producing an insulating element, in particular a rolling and / or windable insulation web of mineral fibers |
| FR2829162B1 (en) * | 2001-07-27 | 2012-02-10 | Saint Gobain Isover | ISOLATION MATERIAL BASED ON MINERAL WOOL, INSULATION SYSTEM, INSULATION METHOD |
| DE10221693B4 (en) * | 2001-08-23 | 2005-11-17 | Deutsche Rockwool Mineralwoll Gmbh + Co Ohg | Ventilated composite thermal insulation system |
| EP1552075A1 (en) * | 2002-10-17 | 2005-07-13 | Deutsche Rockwool Mineralwoll GmbH & Co. OHG | Insulation element |
| DE102005018577A1 (en) * | 2005-04-21 | 2006-10-26 | Saint-Gobain Isover G+H Ag | Mineral wool insulation sheet with an insulation layer for the clamping installation between boundary surfaces |
| EP3433444B1 (en) * | 2016-03-23 | 2023-09-27 | Rockwool A/S | Prefabricated module for a pitched roof element and pitched roof element for a building roof |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3141206A (en) * | 1957-10-02 | 1964-07-21 | Gustin Bacon Mfg Co | Edge sealing insulation panels |
| DE8311026U1 (en) * | 1983-04-14 | 1983-07-21 | Rheinhold & Mahla Gmbh, 6800 Mannheim | SELF-SUPPORTING INSULATION PLATE |
| GB2177048B (en) † | 1985-06-01 | 1990-01-24 | Saint Gobain Isover | Mineral fibre product for use as an insulating panel or insulating strip |
| FR2597531B1 (en) † | 1986-04-16 | 1990-09-21 | Saint Gobain Isover | METHOD FOR MOUNTING BETWEEN PURLINS, SUCH AS ROOF RAFTERS, OF A MINERAL FIBER MATERIAL IN THE FORM OF ROLLERS, MINERAL FIBER MAT FOR THE IMPLEMENTATION OF IT AND METHOD FOR OBTAINING IT |
| DK155163B (en) † | 1986-06-30 | 1989-02-20 | Rockwool Int | PROCEDURE FOR CONTINUOUS PRODUCTION OF MINERAL WOOLS |
| DE3928741A1 (en) † | 1989-08-30 | 1991-03-07 | Gruenzweig & Hartmann | SLOPED ROOF, ESPECIALLY OF OLD BUILDINGS, AND INSULATION SHEET FOR ITS INSULATION AND PROCESS FOR ITS PRODUCTION |
| IE77649B1 (en) * | 1991-05-09 | 1997-12-31 | Leanort Ltd | Improvements in and relating to insulation boards for use between rafters |
| DE4341433A1 (en) * | 1993-12-04 | 1995-06-08 | Joma Daemmstoffwerk Josef Mang | Building insulation board |
| US5508079A (en) * | 1994-08-15 | 1996-04-16 | Owens-Corning Fiberglas Technology, Inc. | Conformable insulation assembly |
| DE4437457A1 (en) * | 1994-10-19 | 1996-04-25 | Zerzog Gmbh & Co Kg | Self clamping insulation element for roof rafters and mfg. process |
-
1997
- 1997-12-22 DK DK97953904T patent/DK0886704T4/en active
- 1997-12-22 AT AT97953904T patent/ATE215158T1/en active
- 1997-12-22 KR KR10-1998-0706571A patent/KR100442955B1/en not_active IP Right Cessation
- 1997-12-22 EP EP97953904A patent/EP0886704B2/en not_active Expired - Lifetime
- 1997-12-22 CZ CZ19983004A patent/CZ295020B6/en not_active IP Right Cessation
- 1997-12-22 JP JP52839998A patent/JP3819039B2/en not_active Expired - Fee Related
- 1997-12-22 CA CA002246716A patent/CA2246716A1/en not_active Abandoned
- 1997-12-22 SI SI9730351T patent/SI0886704T1/en unknown
- 1997-12-22 PL PL328825A patent/PL208971B1/en unknown
- 1997-12-22 TR TR1998/01257T patent/TR199801257T1/en unknown
- 1997-12-22 DE DE69711365T patent/DE69711365T3/en not_active Expired - Lifetime
- 1997-12-22 AU AU57629/98A patent/AU734846B2/en not_active Ceased
- 1997-12-22 WO PCT/EP1997/007234 patent/WO1998028501A1/en active IP Right Grant
- 1997-12-22 HU HU0001642A patent/HU224187B1/en not_active IP Right Cessation
- 1997-12-22 ES ES97953904T patent/ES2172037T3/en not_active Expired - Lifetime
-
1998
- 1998-08-21 NO NO19983870A patent/NO319754B1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040020446A (en) * | 2002-08-30 | 2004-03-09 | 주식회사 포스코 | Fire Resistant Ceiling System |
Also Published As
| Publication number | Publication date |
|---|---|
| NO983870L (en) | 1998-08-21 |
| DE69711365D1 (en) | 2002-05-02 |
| ES2172037T3 (en) | 2002-09-16 |
| DE69711365T3 (en) | 2010-05-20 |
| HUP0001642A3 (en) | 2000-10-30 |
| TR199801257T1 (en) | 1999-03-22 |
| CA2246716A1 (en) | 1998-07-02 |
| DK0886704T3 (en) | 2002-07-22 |
| CZ295020B6 (en) | 2005-05-18 |
| KR100442955B1 (en) | 2004-10-20 |
| HUP0001642A2 (en) | 2000-09-28 |
| WO1998028501A1 (en) | 1998-07-02 |
| AU734846B2 (en) | 2001-06-21 |
| SI0886704T1 (en) | 2002-10-31 |
| DE69711365T2 (en) | 2002-11-07 |
| PL328825A1 (en) | 1999-02-15 |
| NO983870D0 (en) | 1998-08-21 |
| EP0886704A1 (en) | 1998-12-30 |
| EP0886704B1 (en) | 2002-03-27 |
| KR19990087176A (en) | 1999-12-15 |
| JP3819039B2 (en) | 2006-09-06 |
| NO319754B1 (en) | 2005-09-12 |
| ATE215158T1 (en) | 2002-04-15 |
| PL208971B1 (en) | 2011-07-29 |
| CZ300498A3 (en) | 1999-04-14 |
| AU5762998A (en) | 1998-07-17 |
| HU224187B1 (en) | 2005-06-28 |
| DK0886704T4 (en) | 2009-11-23 |
| EP0886704B2 (en) | 2009-08-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1150032A (en) | Building insulation systems | |
| US6599621B2 (en) | High strength structural insulated panel | |
| US5758464A (en) | Insulation system for metal furred walls | |
| US8209930B2 (en) | Flangeless insulation product for compression fitting into insulation cavities | |
| US4117641A (en) | Insulation system for building structures | |
| US9163397B2 (en) | Foil-backed wallboard and insulation system | |
| US20030167718A1 (en) | Insulation block for roof structure | |
| US4572857A (en) | Insulating board of composite material | |
| CA2819719C (en) | Wall structure with enhanced cladding support | |
| JP2000505851A (en) | Insulation element for clamp mounting between beams of roof rafters or other timber structures | |
| US20050055971A1 (en) | System for insulating vertical wall | |
| CA1127954A (en) | Plate-shaped insulation member and a method for manufacturing such a member | |
| EP0039158A2 (en) | Insulating foam building panel and method of construction utilizing such panels | |
| PL186968B1 (en) | Thermally insulating material | |
| PL204114B1 (en) | Flat or flat inclined roof construction and associated insulating element | |
| CN214739566U (en) | Stone floor ground installation insulation construction | |
| CA2952733A1 (en) | Rigid insulated roofing system | |
| EP3385464B1 (en) | Insulating panel and method for fixing thereof | |
| JPS6346575Y2 (en) | ||
| SU996669A1 (en) | Roof panel | |
| FI94544B (en) | Heat insulating floor construction | |
| CA1196167A (en) | Roof decking | |
| EP1399371A1 (en) | A transport unit for a stack of panels | |
| ITMI970727U1 (en) | PERFECTED PANEL FOR THE CONSTRUCTION OF ROOFS FOR BUILDINGS AND SIMILAR | |
| JPS60199155A (en) | Roof structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20040726 |
|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20040726 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20060104 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20060331 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20060530 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20060614 |
|
| R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090623 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100623 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110623 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110623 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120623 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120623 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130623 Year of fee payment: 7 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |