JP2006177134A - Ridge type heat insulator and heat insulation structure using the same - Google Patents

Ridge type heat insulator and heat insulation structure using the same Download PDF

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JP2006177134A
JP2006177134A JP2005042517A JP2005042517A JP2006177134A JP 2006177134 A JP2006177134 A JP 2006177134A JP 2005042517 A JP2005042517 A JP 2005042517A JP 2005042517 A JP2005042517 A JP 2005042517A JP 2006177134 A JP2006177134 A JP 2006177134A
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heat insulating
insulating material
plate
shaped
structural
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Tamotsu Kawai
保 河合
Noboru Okumura
昇 奥村
Shinichi Okumura
晋一 奥村
Yasuaki Osawa
泰明 大澤
Zenichi Okumura
善一 奥村
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Kaiken KK
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Kaiken KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a ridge type heat insulator used between structural materials of a detached house or the like which has excellent fittability and which improves heat insulation and airtightness. <P>SOLUTION: A bent 1e of the ridge type heat insulator 1 comprised of a ridged shape and a trapezoidal ridged shape comprises a leg-closing groove 30a at the extending time, a leg-opening groove 30b at the extending time, and an extending connection 1f. When the ridged shape is made a flat shape at the time of engagement insertion, the leg-closing and leg-opening grooves 30a, 30b mutually open and close legs, and the width of the heat insulator is expanded about the extending connection 1f. Thus, even when the width of the heat insulator is made smaller than or equal to the dimension between the structural materials, the inhibition and flatness of the heat insulation clearance are secured, and the execution efficiency is improved. Then a compressed elastic concave channel 3a is provided in the long side direction, in the short side direction, and in the diagonal direction, and a convexity 1k for height adjustment and a concavity are provided on the undersurface of the heat insulator. Thus, compression elasticity in multiple directions is added. Furthermore, a finishing material is arranged and provided by temporarily mounting the heat insulator of varying thicknesses among the structural materials of varying cross-sectional dimensions by flush bearing equipment fixed and engaged on the undersurface of the structural materials. Thus, a heat insulation structure can be obtained which has excellent heat insulation/airtightness and execution efficiency. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、建築物、特に木造建造物や鉄骨建造物における、床、壁、屋根等の断熱構造に使用される板状断熱材に関するものであり、さらに、詳しくは、根太や大引きや垂木や柱等からなる構造材間の上面側に略面一に嵌挿、支承させる板状断熱材の短辺方向の断面構造の全部又は部分を山形形成部で形成させて短辺方向の嵌挿性や展伸性や圧縮弾性や拡設性や弾性劣化防止性や形態保持性を付与、向上させ、これに加えて長辺方向や対角方向の収縮圧縮や高さ調節を可能とする山形板状断熱材に関する。さらに、これら山形板状断熱材や、従来から多用されている平板状断熱材(以下、これらの山形板状断熱材や平板状断熱材を、単に板状断熱材や断熱材と称すことがある。)を構造材間の上面側と略面一に嵌挿、支承させる板状断熱材の面一支承具や支承ピンや支承桟を用いた断熱構造嵌挿方法に関するものである。   The present invention relates to a plate-like heat insulating material used for a heat insulating structure such as a floor, a wall, and a roof in a building, in particular, a wooden structure or a steel frame structure. Insert or insert in the short side direction all or part of the cross-sectional structure in the short side direction of the plate-like heat insulating material to be inserted and supported on the upper surface side between the structural materials consisting of columns and pillars etc. Yamagata that imparts, improves, stretchability, compressibility, compressibility, expandability, elasticity deterioration prevention, and shape retention, as well as shrinkage compression and height adjustment in the long side direction and diagonal direction It relates to a plate-like heat insulating material. Furthermore, these chevron-shaped plate-like heat insulating materials and flat plate-like heat insulating materials that have been widely used in the past (hereinafter, these chevron-shaped plate-like heat insulating materials and plate-like heat insulating materials may be simply referred to as plate-like heat insulating materials or heat insulating materials. )) Is fitted to and supported by the upper surface between the structural members substantially flush with the heat insulating structure insertion method using a flat support member, a support pin and a support bar.

戸建住宅等の建造物における屋内側や屋外側に設けられる断熱構造は、床、壁、天井、屋根等に使用される大引き、間柱、根太、胴縁、垂木等で形成される構造材間に、ポリスチレン系発泡樹脂等の硬質の板状断熱材を嵌挿させ、その面に下地材である床板、壁板、天井材、野地板等を配設、被冠させて構築されている。通常、家屋の軸組みをなす大引き、間柱、柱、母屋等を構造材と称し、根太、胴縁、垂木等を構造用の下地材と称するが、本発明では、板状断熱材を嵌挿する対象であるこれら大引き、間柱、柱、根太、胴縁、垂木等を総称して、構造材と呼び、これらの構造材が平行、併設して形成される断熱材の嵌挿空間を構造材間と呼ぶこととする。   The heat insulation structure provided on the indoor side and the outdoor side in buildings such as detached houses is a structural material formed by large pulls, studs, joists, trunk edges, rafters, etc. used for floors, walls, ceilings, roofs, etc. It is constructed by inserting a hard plate-like heat insulating material such as polystyrene-based foamed resin between them, placing a floor board, wall board, ceiling material, field board, etc. as a base material on the surface and putting it on the crown. . Ordinarily, a large drawing, a stud, a pillar, a main building, etc. that form the framework of a house are called structural materials, and joists, trunk edges, rafters, etc. are called structural base materials. These large draws, studs, pillars, joists, trunk edges, rafters, etc., which are the objects to be inserted, are collectively referred to as structural materials, and the insertion space of the heat insulating material formed by these structural materials being parallel and side-by-side. It shall be called between structural materials.

又、床板、壁板、屋根等の下地層として設けられる構造用ベニヤやプラスターボードや野地板等の面材は、通常、下地材と称するが、本発明では、構造材間に略面一に嵌挿させた断熱材の上面側を被冠するこれらの下地材の総称として、仕上げ材と称す。又、板状断熱材や構造材や構造材間の方向を表す上、下面の呼称は、断熱材を嵌挿させる床や壁や屋根等の施工面が水平面や垂直面や傾斜面等を問わず、断熱材を構造材間に嵌挿させる方向から見た側を、板状断熱材や構造材や構造材間の上面又は上面側と称し、その裏面側を下面又は下面側と称す。又、矩形からなる板状断熱材の長さ方向を長辺方向(又は、長辺)と称し、幅方向を短辺方向(又は短辺や幅方向)と称することとする。   In addition, surface materials such as structural veneers, plaster boards, and field boards provided as a foundation layer for floor boards, wall boards, roofs, and the like are usually referred to as foundation materials. A generic term for these base materials covering the upper surface side of the inserted heat insulating material is called a finishing material. In addition, it expresses the direction between the plate-like heat insulating material, the structural material, and the structural material, and the name of the lower surface means that the construction surface such as a floor, a wall, or a roof on which the heat insulating material is inserted may be a horizontal surface, a vertical surface, an inclined surface, etc. The side viewed from the direction in which the heat insulating material is inserted between the structural materials is referred to as the upper surface or the upper surface side between the plate-shaped heat insulating material, the structural material, or the structural material, and the back surface side is referred to as the lower surface or the lower surface side. The length direction of the rectangular plate-shaped heat insulating material is referred to as a long side direction (or long side), and the width direction is referred to as a short side direction (or short side or width direction).

通常、構造材間に嵌挿させる板状断熱材は、予め、所定の外形寸法の断熱材の長辺方向に平行な圧縮凹溝等が付形された平板状や山形状の型内成形品と、押出成形品や、型内ブロック成形品を嵌挿寸法に裁断加工した平板状のもの等が用いられる。これら板状断熱材を用いた断熱構造で重要なことは、断熱材と大引きや間柱や根太等の構造材間との嵌挿隙間や、連続して敷設される断熱材間の接続隙間を無くし、さらに、断熱材厚さより大寸法の構造材間で断熱材が上面よりずれ落ちたり、押込みすぎや、傾き等が出ないように、双方の上面を略面一となるように嵌挿、保持、支承させ、その面に仕上げ材を配設して、その隙間空間を無くすことにある。   Usually, the plate-shaped heat insulating material to be inserted between the structural materials is a plate-shaped or mountain-shaped in-mold molded product in which a compression ditch or the like parallel to the long side direction of the heat insulating material having a predetermined outer dimension is previously formed. In addition, a plate-like product obtained by cutting an extrusion molded product or an in-mold block molded product into an insertion dimension is used. What is important in the heat insulation structure using these plate-shaped heat insulating materials is the insertion gap between the heat insulating material and the structural material such as the large pull, the stud, and the joist, and the connection gap between the heat insulating materials continuously laid. In addition, in order to prevent the thermal insulation material from slipping off from the upper surface between the structural materials with dimensions larger than the thermal insulation material thickness, over-pressing, or tilting, both upper surfaces are fitted and held so that they are substantially flush. It is to be supported and to arrange a finishing material on the surface to eliminate the gap space.

このため、例えば、特許文献1や、特許文献2等の記載では、根太等の構造材に予め受け金具を取り付け、構造材から張り出した受け金具の上に板状断熱材を載置することが記載されている。また、予め板状断熱材の側面に取付金具を挿入固定した後、構造材上に配設する方法(特許文献3参照)が開示されている。   For this reason, for example, in Patent Document 1 and Patent Document 2 and the like, it is possible to attach a metal fitting in advance to a structural material such as joists and place a plate-like heat insulating material on the metal fitting protruding from the structural material. Are listed. Further, a method is disclosed in which a mounting bracket is inserted and fixed in advance on a side surface of a plate-like heat insulating material and then disposed on a structural material (see Patent Document 3).

又、特許文献4等では、根太用断熱材の別の高さ調整方法として、大引き上に下方に弾性屈曲性のある支持片を設ける方法が記載され、類似の技術として、特許文献5では、根太の下部に受け金物の両辺を断熱材厚みの位置に突出させて断熱材を支承する方法が開示されている。   Moreover, in patent document 4 etc., as another method of adjusting the height of the heat insulating material for joists, a method of providing a support piece having elastic flexibility below the large pull is described. A method for supporting the heat insulating material by projecting both sides of the metal fitting to the position of the thickness of the heat insulating material at the bottom of the joists is disclosed.

また、別の方法としては、特許文献6等には、板状断熱材の長辺側面に沿って平行な凹溝(以下、弾性凹溝やスリットと称することがある)を、上面、下面、又は、両面に形成させ板状断熱材の短辺方向に断熱材料の可塑性を超えた圧縮弾性力を付与し、圧縮嵌挿して構造材と断熱材の側面を弾性反発力で保持固定させるものが提案されている。   Further, as another method, Patent Document 6 and the like describe a ditch groove that is parallel to the long side surface of the plate-like heat insulating material (hereinafter, also referred to as an elastic ditch or a slit) as an upper surface, a lower surface, Or, it is formed on both sides and gives compression elastic force exceeding the plasticity of the heat insulating material in the short side direction of the plate-like heat insulating material, and compression-inserted to hold and fix the side surface of the structural material and the heat insulating material with elastic repulsive force Proposed.

また、別の嵌挿性を向上させる方法として、特許文献7、特許文献8には、予め、構造材間に嵌挿する短辺方向の断面を概台形山形状とし両側方辺に傾斜帯部を形成しその端面の下縁幅寸法を構造材間の嵌挿幅寸法より小寸法として山形の屈曲部には屈曲凹溝を設け、山形部を押し込み、展伸させて平板化し面一化させる山形板状断熱材が提案されている。   In addition, as another method for improving the insertion property, Patent Document 7 and Patent Document 8 describe in advance that the cross section in the short side direction to be inserted between the structural materials has a substantially trapezoidal mountain shape, and inclined band portions on both sides. The lower edge width dimension of the end face is smaller than the insertion width dimension between the structural members, and the angled bent part is provided with a bent groove, and the angled part is pushed in and expanded to flatten it to be flat. An angle plate-like heat insulating material has been proposed.

さらに、本発明者らによって、板状断熱材の長辺方向や短辺方向やこれらに非平行で対角方向や蛇行させた弾性凹溝を設けることにより板状断熱材の多面方向の寸法調節や圧縮弾性を可能とすることで、嵌挿性に優れ、断熱気密性が向上する板状断熱材を提案している。(特許文献8参照)
実開昭59−54645号公報 実開昭57−171029号公報 実開平01-48957号公報 特開平06−108631号公報 実公平05−4509号公報 特開平60−184903号公報 実公平02−8005号公報 特開平10−110483号公報 特願2003−208871号明細書
Furthermore, the present inventors have adjusted the dimensions of the plate-like heat insulating material in the multi-surface direction by providing elastic concave grooves that are not parallel to the long-side direction and short-side direction of the plate-like heat insulating material and diagonally or meandering. In addition, a plate-like heat insulating material that is excellent in insertion property and improves heat-insulating airtightness by enabling compression elasticity is proposed. (See Patent Document 8)
Japanese Utility Model Publication No.59-54645 Japanese Utility Model Publication No. 57-171029 Japanese Utility Model Publication No. 01-48957 Japanese Patent Laid-Open No. 06-108631 No. 05-4509 Japanese Patent Laid-Open No. 60-184903 No. 02-8005 JP-A-10-110483 Japanese Patent Application No. 2003-208771

前記した、特許文献1や特許文献2の構成では、受け金具は、ある特定厚さの平板状断熱材を支承する専用の金具であって、異なる断熱材厚さや構造材の断面寸法との共用が不能で、金具を構造材上面に固定し床材で挟持させる構造となり床鳴りの原因が指摘されている。また、施工後の構造材上に一定間隔で受け金具を取付けた後、断熱材を載置するという2工程の作業となり、大引き等大型の断熱材の施工時には金具を2分割して取り付ける繁雑さや固定力が弱く断熱材の嵌挿時の衝撃で外れや脱落がおきやすい。また、特許文献3の方法では、現場で予め板状断熱材毎の側面の適所に受け金具を差し込み、耳付の断熱材として嵌挿させるのであるが、作業が煩雑で、装着誤差や傾きが出やすく、受け金具が外れやすく厚さごとに専用金具が必要で、柱の垂直面等では脱落し易く、大引き断熱材等の重量物を嵌め込む時の衝撃で外れ易い。   In the configurations of Patent Document 1 and Patent Document 2 described above, the receiving metal fitting is a dedicated metal fitting for supporting a flat heat insulating material having a specific thickness, and is shared with different heat insulating material thicknesses and cross-sectional dimensions of the structural material. This is impossible, and the metal fittings are fixed to the upper surface of the structural material and sandwiched between floor materials, and the cause of floor noise has been pointed out. In addition, it is a two-step process of mounting the metal fittings on the structural material after construction at regular intervals, and then placing the heat insulating material. The sheath fixing force is weak, and it is easy to come off or drop off due to the impact when inserting the heat insulating material. Further, in the method of Patent Document 3, the metal fitting is inserted in advance at an appropriate position on the side surface of each plate-like heat insulating material at the site, and inserted as a heat insulating material with ears, but the work is complicated, and there are mounting errors and inclinations. It is easy to come out, and it is easy to come off the receiving bracket, and a dedicated bracket is required for each thickness. It is easy to drop off on the vertical surface of the column, etc., and it is easy to come off due to impact when a heavy object such as a large heat insulator is fitted.

又、特許文献4では、根太と大引き材の間に弾性のある皿状の受け金具を挟持させ断熱材を支承する構造が示されているが大引きや柱部等では構造上挟持できない。又、特許文献5は、受け金具を根太と大引き間で挟持させるが一定高さで、都度、専用受け金具が必要となる。これら受け金具は根太の下部材の大引き材上に取付けねばならず金具の使用数量が膨大でコスト、施工手間の課題がある。     Further, Patent Document 4 shows a structure in which a heat-insulating material is supported by sandwiching an elastic dish-shaped metal fitting between a joist and a large pulling material. However, the structure cannot be sandwiched by a large pulling or a column part. Moreover, although patent document 5 clamps a receiving metal fitting between a joist and a large pull, it is a fixed height and a special receiving metal fitting is needed each time. These metal fittings must be mounted on the large pulling material of the lower member of the joists, and the amount of the metal fittings used is enormous, resulting in problems of cost and construction work.

又、さらに、前記の特許文献6等の方法では、板状断熱材の長辺側面に平行な凹溝を上下面に複数条設け、板状断熱材の巾方向の圧縮弾性を付与し、構造材間に嵌挿し易くさせ、構造材間の保持固定や隙間防止を図る構造である。これらの凹溝は、通常、上下面共、板状断熱材の厚みの概1/2以上の深さで、かつ、長辺方向を縦断して端面に開口している。このため、圧縮弾性の効果は幅方向のみで、長辺方向や対角方向等への対応が不能で構造材の施工精度や捩れ、反り等に対応できず、弾性凹溝に沿って首折れし易く、上下面に反りや蛇行しやすく形態保持が不安定で嵌挿時には幅全体を圧縮して押込み嵌挿させるため、水平や面一にすることが困難となる。   Furthermore, in the method disclosed in Patent Document 6 and the like, a plurality of concave grooves parallel to the long side surface of the plate-like heat insulating material are provided on the upper and lower surfaces, and compression elasticity in the width direction of the plate-like heat insulating material is provided. It is a structure that makes it easy to fit between materials, and holds and fixes between structural materials and prevents gaps. These concave grooves are usually at a depth of approximately ½ or more of the thickness of the plate-like heat insulating material on both the upper and lower surfaces, and open in the end face by longitudinally cutting in the long side direction. For this reason, the effect of compression elasticity is only in the width direction, it is impossible to cope with the long side direction and the diagonal direction, etc., it cannot cope with the construction accuracy of the structural material, twist, warp, etc., and the neck bends along the elastic concave groove It is easy to warp and meander in the upper and lower surfaces, and the form retention is unstable, and the entire width is compressed and inserted during insertion, so that it becomes difficult to be horizontal or flush.

又、嵌挿後の弾性応力は、深い凹溝底面部の連結肉部に集中するため、短期に弾性劣化しやすく、凹溝巾が狭小となり、構造材間の弾性保持力が低下し、振動や経時で容易に構造材面からずれ落ち、仕上げ材との間に隙間を発生させる欠点がある。   In addition, since the elastic stress after insertion is concentrated on the connecting flesh at the bottom of the deep groove, the elastic stress tends to deteriorate in a short period of time, the groove width becomes narrow, the elastic holding force between the structural members decreases, and vibration occurs. In addition, there is a drawback that it easily slips off from the surface of the structural material over time and generates a gap with the finishing material.

又、特許文献7、8では、平板状で単純矩形の板状断熱材に替えて、短辺方向の上面の中央帯部が平坦状をなし、その両側辺側を5〜20°程度に斜め下方に傾斜させた中央帯部と同等厚みの傾斜帯部からなる概台形の山形板状断熱材としており、短辺方向の傾斜帯部の両外側端面の下縁巾寸法を構造材間より小寸法として下縁部を予備嵌挿させ、山形部を構造材間に押し込み平板状に嵌挿させるが、2からなる屈曲部が、上面側にのみ開口した屈曲凹溝と下面の連結肉部で形成されている構造上、平板状に展伸される際に、連結肉部の可撓性が劣り、過大の曲げ弾性応力が生じ、下面側だけが幅方向に拡設され、上面側は圧縮されることとなる。   Moreover, in patent documents 7 and 8, it replaces with a plate-shaped and simple rectangular plate-shaped heat insulating material, the central band part of the upper surface of a short side direction makes flat shape, and the both sides are slanted about 5-20 degrees. It is a roughly trapezoidal chevron shaped plate-shaped heat insulating material consisting of an inclined band with the same thickness as the central band inclined downward, and the lower edge width dimension of both outer end faces of the inclined band in the short side direction is smaller than between structural materials The lower edge is pre-inserted as a dimension, and the chevron is pushed in between the structural members and inserted into a flat plate shape, but the bent part consisting of 2 is a bent groove that opens only on the upper surface side and a connecting meat part on the lower surface Due to the formed structure, when the plate is expanded into a flat plate shape, the flexibility of the connecting meat part is inferior, excessive bending elastic stress is generated, only the lower surface side is expanded in the width direction, and the upper surface side is compressed. Will be.

そのため、予備嵌挿された断熱材の両端面下縁部と構造材角部に集中応力が働き、角部が断熱材に食い込み嵌挿を阻害するが、強引に押し込まざるを得ないため押し込みすぎや不陸の原因となっている。また、平板状に展伸させても過大の曲げ弾性応力で山形形成部が可逆的に戻される。これを解消するには両端面の上縁幅を縮小し構造材間寸法と同等程度にすればよいが、嵌挿後には上縁幅は、屈曲凹溝の閉溝により縮小され、断熱材と構造材間に隙間が出来、断熱材の脱落、ずれ落ちが発生する。特に、根太の下部に大引き材等の支承部のない長辺方向の中央部分にこの傾向が顕著となる。又、これらの断熱材の下面側には、根太等の構造材と断熱材を面一にする高さ調整凸部が設けられているが圧縮弾性率を超える歪が生じ、経時と共に高さ調整凸部が減縮し隙間を形成させるのである。   Therefore, concentrated stress acts on the lower edge of both end surfaces of the pre-inserted heat insulating material and the corner of the structural material, and the corner bites into the heat insulating material and obstructs the insertion, but it is forced to push in too much, It is a cause of unevenness. Moreover, even if it expands in flat form, a mountain-shaped formation part is returned reversibly with an excessive bending elastic stress. To solve this problem, the upper edge width of both end faces should be reduced to the same size as the structural material, but after insertion, the upper edge width is reduced by the closed groove of the bending groove, A gap is formed between the structural materials, and the insulation material falls off and slips off. In particular, this tendency becomes remarkable in the central portion in the long side direction where there is no support portion such as a large pulling material under the joists. Also, on the lower surface side of these heat insulating materials, there is a height adjustment convex part that makes the structural material such as joists and the heat insulating material flush with each other, but distortion exceeding the compressive elastic modulus occurs, and the height adjustment over time The convex portion is reduced to form a gap.

さらに、近年、根太等の構造材を省略、ないしは、外、内断熱住宅の普及により、大引き材や壁柱、垂木等の大寸法の構造材間に直接、大寸法の板状断熱材を嵌挿、配設する仕様が普及している。しかしながら、大引き、間柱等の空間寸法は根太間の空間寸法より大きく、根太間に嵌挿する断熱材の幅が250mm〜450mm程度であるのに対し、大引き間の場合、例えば、幅910mm×長さ1820mm×厚さ35〜100mm程度の大寸法で大重量の板状断熱材となる。又、大引き材が90mmから105mmの角材であるのに対し、一概には言えないが断熱材厚みが25mm〜60mm程度が多く、押込み過ぎや自重での脱落による不面一や隙間が発生する。こうした大型の平板状断熱材を床面や、壁面で構造材上面と面一に隙間無く嵌挿せせることは、従来の断熱材では施工作業性や施工構造面等から至難のことである。   Furthermore, in recent years, structural materials such as joists have been omitted, or due to the widespread use of outer and inner heat insulating houses, large-sized plate-like heat insulating materials have been directly used between large-sized structural materials such as large pulling materials, wall columns, and rafters. The specifications for insertion and placement are widespread. However, the space dimensions of the large draw, the stud, etc. are larger than the space dimensions between the joists, and the width of the heat insulating material inserted between the joists is about 250 mm to 450 mm. × Large 1820 mm × Thickness 35 to 100 mm In addition, the large pulling material is a square material of 90 mm to 105 mm, but it cannot be generally stated, but the thickness of the heat insulating material is often about 25 mm to 60 mm, and an unevenness and a gap are generated due to excessive push-in or falling off by its own weight. . It is difficult to fit such a large flat plate-shaped heat insulating material on the floor surface or wall surface without any gap between the upper surface of the structural material and the conventional heat insulating material from the viewpoint of construction workability, construction structure surface, and the like.

又、屋根断熱に用いられる板状断熱材は、母屋上の垂木間に嵌挿させる板状断熱材の上面に通気用凹部を設け野地板下面との間に通気層を設ける等、通気、排水、配管等の機能を付加した断熱構造化された平板状断熱材が採用されているが、これら通気等の機能付断熱材の嵌挿作業性、面一性、隙間抑制性の確保の課題は、先述した板状断熱材と同様である。   In addition, the plate-like heat insulating material used for roof insulation is ventilated and drained by providing a ventilation recess on the upper surface of the plate-like heat insulating material to be inserted between the rafters on the main roof and providing a ventilation layer between the lower surface of the base plate. In addition, the heat insulation structured flat plate heat insulating material with functions such as piping is adopted, but the problem of ensuring insertion workability, flushness, gap suppression of these functional heat insulating materials such as ventilation is This is the same as the plate-shaped heat insulating material described above.

上記した如く、断熱、気密性の向上や断熱施工性の改善は、戸建住宅の快適な居住性と、省エネルギーの観点から、極めて重要な課題であるにもかかわらず、未だ満足しえる状態に無いのが現状である。このような状況下にあって、従前の欠点を解決し、改善するため本発明者らによる特許文献9に開示した発明が提案されたが、本発明は、更に加えて、その性能を改良すると共に、板状断熱材が抱えている断熱性能上や断熱施工性の課題を広く改善した有用な発明である。   As mentioned above, improvement of heat insulation, airtightness, and improvement of heat insulation workability are still very satisfactory despite being extremely important issues from the viewpoint of comfortable living and energy saving of detached houses. There is no current situation. Under such circumstances, the invention disclosed in Patent Document 9 by the present inventors has been proposed in order to solve and improve the conventional drawbacks, but the present invention further improves its performance. In addition, the invention is a useful invention in which the problems of heat insulation performance and heat insulation workability possessed by the plate-like heat insulating material are widely improved.

本発明者等は、上記課題を解決すべく鋭意研究の結果、従来技術の課題に対応した解決策を見出し、本発明を完成するに至った。
即ち、上記目的を達成するための本発明は、1)板状断熱材の略中央部を頂部とする一山形状を形成させる第1屈曲部に連接し、長辺方向に沿って両側端を斜め下方に傾斜させた平板状で矩形形状の傾斜帯部とからなる一山形状の山形形成部で構成されるか、又は、略中央部に台形山形状を形成させる平板状で矩形形状の中央帯部を頂部として、略中央帯部の両側辺に形成させる第1屈曲部に連接し、長辺方向に沿って両側端を斜め下方に傾斜させた平板状で矩形形状の傾斜帯部とからなる台形山形状の山形形成部で構成される山形板状断熱材であって、該第1屈曲部には、該山形板状断熱材の上面、及び/又は下面側に開口した、少なくとも1以上の展伸時閉脚溝、及び、少なくとも1以上の展伸時開脚溝が形成されたことを特徴とする山形板状断熱材に関する。
As a result of intensive studies to solve the above problems, the present inventors have found a solution corresponding to the problems of the prior art and have completed the present invention.
That is, the present invention for achieving the above object is as follows: 1) It is connected to the first bent portion that forms a mountain shape with the substantially central portion of the plate-like heat insulating material as the top, and the both side ends are extended along the long side direction. It is composed of a single mountain-shaped chevron forming part composed of a flat and rectangular inclined band part inclined obliquely downward, or a flat and rectangular center that forms a trapezoidal mountain shape at a substantially central part. From the flat and rectangular slanted band part, with the belt part as the top part, connected to the first bent part formed on both sides of the substantially central belt part, and slanted downward on both side edges along the long side direction It is a chevron plate-shaped heat insulating material composed of a trapezoidal chevron-shaped chevron forming portion, and at least one or more opened to the upper surface and / or the lower surface side of the chevron-shaped plate heat insulating material in the first bent portion. A mountain characterized by having a closed leg groove at the time of extension and at least one leg opening groove at the time of extension. On the plate-like insulation material.

更に本発明は、2)山形形成部の両側端、又は、1側端に、長辺方向に沿って平板状で矩形形状の側方平坦部を第2屈曲部で連接されてなることを特徴とする請求項1に記載の山形板状断熱材に関する。   Further, the present invention is characterized in that 2) a flat plate-like rectangular flat portion is connected to the both side ends or one side end of the chevron forming portion by a second bent portion along the long side direction. It is related with the mountain-shaped plate-shaped heat insulating material of Claim 1.

さらに本発明は、3)第2屈曲部には、該山形板状断熱材の上面、及び/又は下面に開口した、少なくとも1以上の展伸時閉脚溝、及び、少なくとも1以上の展伸時開脚溝が形成されたことを特徴とする請求項2に記載の山形板状断熱材に関する。   Further, according to the present invention, 3) the second bent portion includes at least one or more closed leg grooves opened at the upper surface and / or the lower surface of the chevron plate-like heat insulating material, and at least one or more extended legs. The angled plate-like heat insulating material according to claim 2, wherein an open leg groove is formed.

更に本発明は、4)傾斜帯部の長辺方向の両側端の上縁幅が、構造材間の嵌挿幅寸法より大寸法であって、下縁幅が構造材間の嵌挿幅寸法より小寸法であることを特徴とする請求項1に記載の山形板状断熱材に関する。   Further, according to the present invention, 4) the upper edge width of both ends in the long side direction of the inclined band portion is larger than the fitting insertion width dimension between the structural materials, and the lower edge width is the fitting insertion width dimension between the structural materials. 2. The angle plate-like heat insulating material according to claim 1, wherein the heat insulating plate has a smaller size.

更に本発明は、5)山形板状断熱材の上面に通気凹部や排水凹部等を設けたことを特徴とする請求項1〜4のいずれかに1項に記載の山形板状断熱材に関する。   Furthermore, the present invention relates to the chevron plate-like heat insulating material according to any one of claims 1 to 4, wherein 5) a chevron plate-like heat insulating material is provided with a ventilation recess, a drainage recess, or the like on the upper surface.

更に本発明は、6)山形板状断熱材の下面に、短辺方向及び/又は長辺方向の側端に平行であって、該山形板状断熱材の厚みより下方に突出させてなる高さ調整凸部と、該高さ調整凸部に周設させた歪吸収凹部とを設けてなることを特徴とする請求項1〜6のいずれか1項に記載の山形板状断熱材に関する。   Further, the present invention relates to 6) a height formed on the lower surface of the chevron plate-like heat insulating material, which is parallel to the side edges in the short side direction and / or the long side direction and protrudes downward from the thickness of the chevron plate heat insulating material. The mountain-shaped plate-like heat insulating material according to any one of claims 1 to 6, wherein a height-adjusting convex portion and a strain-absorbing concave portion provided around the height-adjusting convex portion are provided.

更に本発明は、7)山形板状断熱材の長辺方向の両側端の一方に相欠り(あいじゃくり)の凸部を、他方に相欠り(あいじゃくり)凹部を設けてなることを特徴とする請求項1〜6のいずれか1項に記載の山形板状断熱材に関する。   Further, according to the present invention, 7) a cheek plate-like heat insulating material is provided with a convex portion of a phase defect (ajakaku) on one of both ends in the long side direction, and a phaseless (ajakaku) recess portion on the other side. It is related with the mountain-shaped plate-shaped heat insulating material of any one of Claims 1-6 characterized by the above-mentioned.

また、本発明は、8)第1屈曲部、第2屈曲部に、該山形板状断熱材の上面、及び/又は下面に1以上の展伸時閉脚溝及び/又は展伸時開脚溝を、a)上下面の対向する位置に開口させるか、b)上下面の対向しない別位置に開口させるか、c)上下面の対向する位置と、対向しない別位置とに開口させるか、のいずれかに開口させることを特徴とする請求項1〜5のいずれか1項に記載の山形板状断熱材に関する。   Further, the present invention provides: 8) One or more extended leg closing grooves and / or extended leg opening grooves on the upper surface and / or the lower surface of the chevron plate-like heat insulating material on the first bent portion and the second bent portion. A) is opened at a position where the top and bottom surfaces are opposed to each other, b) is opened at a position where the top and bottom surfaces are not opposed to each other, or c) is opened at a position where the top and bottom surfaces are opposed to each other. The angle-shaped plate-like heat insulating material according to any one of claims 1 to 5, wherein the heat-insulating plate-shaped heat insulating material is opened at any one of the points.

更に本発明は、9)山形板状断熱材の上面、及び/又は下面に、長辺方向に平行に設ける弾性凹溝の溝深さを、長辺方向側端に近づくに従って深くする、又は、浅くすることを特徴とする請求項1〜8のいずれか1項に記載の山形板状断熱材に関する。   Further, according to the present invention, 9) the groove depth of the elastic groove provided in parallel to the long side direction on the upper surface and / or the lower surface of the angle plate-like heat insulating material is increased as it approaches the end in the long side direction, or It is made shallow, It is related with the mountain-shaped plate-shaped heat insulating material of any one of Claims 1-8 characterized by the above-mentioned.

更に本発明は、10)第1屈曲部に、上面に開口する長辺方向に略平行な1以上の展伸時閉脚溝である切り溝を設けると共に、第2屈曲部には、下面に開口する長辺方向に略平行な2以上の展伸時閉脚溝である切り溝を設け、更に、該切り溝と相対向する反対面に該切り溝と略平行に帯状の補強材を貼付したことを特徴とする山形板状断熱材に関する。   In the present invention, 10) the first bent portion is provided with one or more slits that are closed leg grooves that are substantially parallel to the long side direction that opens on the upper surface, and the second bent portion has an opening on the lower surface. Two or more grooving grooves that are closed at the time of extension that are substantially parallel to the long side direction are provided, and a strip-shaped reinforcing material is affixed to the opposite surface opposite to the kerf substantially parallel to the kerf. It is related with the mountain-shaped plate-shaped heat insulating material characterized by these.

更に本発明は、11)構造材下面を止着係止させる止着係止部と、該止着係止部に連接して左右に形成され、構造材間に嵌挿される板状断熱材を略面一に支承し得る弾性支承腕部と、該弾性支承腕部の先端に形成される板状断熱材の下面を支承する支承部とで形成させてなることを特徴とする板状断熱材の面一支承具に関する。   Furthermore, the present invention provides: 11) a fastening locking portion for fastening and locking the lower surface of the structural material; and a plate-like heat insulating material formed on the left and right connected to the fastening locking portion and inserted between the structural materials. A plate-like heat insulating material formed by an elastic support arm portion that can be supported substantially flush with a support portion that supports the lower surface of the plate-like heat insulating material formed at the tip of the elastic support arm portion. It is related to the flat support tool.

更に本発明は、12)構造材下面を止着係止させる止着係止部の止着幅が、該構造材の下面幅寸法に応じて伸縮可能な構造であることを特徴とする請求項11に記載の板状断熱材の面一支承具に関する。   Further, according to the present invention, 12) the fastening width of the fastening locking portion for fastening and locking the lower surface of the structural material is a structure that can be expanded and contracted according to the lower surface width dimension of the structural material. 11. A flat support for the plate-shaped heat insulating material according to 11.

更に本発明は、13)構造材下面に止着係止させる止着係止部が、該構造材を下面側から抱着する抱着部と、該構造材の両側面から挟持する挟持部とからなることを特徴とする請求項11又は12に記載の板状断熱材の面一支承具に関する。   Further, according to the present invention, there are provided 13) a fastening locking part for fastening and locking to the lower surface of the structural material, a hugging portion for holding the structural material from the lower surface side, and a clamping portion for clamping the structural material from both side surfaces. The present invention relates to a flat support for a plate-like heat insulating material according to claim 11 or 12.

更に本発明は、14)構造材下面に止着係止させる止着係止部の略中心部から左右対称に2分割が可能な構造としたことを特徴とする請求項11〜13のいずれかに記載の板状断熱材の面一支承具に関する。   14) The structure according to any one of claims 11 to 13, characterized in that 14) the structure can be divided into two symmetrically from the substantially central part of the fastening locking part fastened and locked to the lower surface of the structural material. It is related with the flat support of the plate-shaped heat insulating material as described in 1 ..

更に本発明は、15)面一支承具を構成する止着係止部と弾性支承腕部と支承部とが同一材料で形成されるか、又は、異種材料の組合せによって形成されてなることを特徴とする請求項11〜14のいずれかに記載の板状断熱材の面一支承具に関する。   Further, according to the present invention, 15) the fastening locking portion, the elastic support arm portion, and the support portion constituting the flush support device are formed of the same material or a combination of different materials. The present invention relates to a flat support for a plate-like heat insulating material according to any one of claims 11 to 14.

更に本発明は、16)板状断熱材が山形板状断熱材、又は、平板状断熱材であることを特徴とする請求項11〜15のいずれかに記載の板状断熱材の面一支承具に関する。   Further, in the present invention, 16) the plate-shaped heat insulating material is a chevron plate-shaped heat insulating material or a flat plate-shaped heat insulating material. Concerning ingredients.

更に本発明は、17)構造材下面を止着係止した面一支承具の支承部上に、板状断熱材を仮載置させた後、該板状断熱材上に仕上げ材を配設させ、該板状断熱材を構造材間に嵌挿させることにより、弾性支承腕部の弾性反発力を利用し、該板状断熱材上面と該構造材間上面とを略面一にさせてなることを特徴とする請求項11〜16のいずれかに記載の板状断熱材の面一支承具を用いてなる板状断熱材の嵌挿方法に関する。   Furthermore, the present invention provides 17) after temporarily placing a plate-like heat insulating material on the support portion of the surface-equipped support device in which the lower surface of the structural material is fixedly locked, and then arranging a finishing material on the plate-like heat insulating material By inserting the plate-like heat insulating material between the structural materials, the elastic repulsive force of the elastic support arm portion is used to make the upper surface of the plate-shaped heat insulating material and the upper surface between the structural materials substantially flush with each other. The present invention relates to a method for inserting and inserting a plate-shaped heat insulating material using the flat surface support for a plate-shaped heat insulating material according to any one of claims 11 to 16.

更に本発明は、18)請求項17記載の嵌挿方法を用いて形成してなる板状断熱材の断熱構造に関する。   The present invention further relates to a heat insulating structure of a plate-shaped heat insulating material formed by using the fitting method according to claim 17.

更に本発明は、19)板状断熱材を構造材間に略面一に支承する構造材の側面位置に、予め、プレカット穴加工やプレカットスリット加工を行い、面一支承材である支承ピンや支承片を装着し該板状断熱材を構造材間に嵌挿させてなることを特徴とする板状断熱材の断熱構造に関する。   Furthermore, the present invention provides 19) pre-cut hole processing and pre-cut slit processing in advance on the side surface position of the structural material that supports the plate-like heat insulating material between the structural materials substantially flush with each other. The present invention relates to a heat insulating structure for a plate-shaped heat insulating material, wherein a support piece is mounted and the plate-shaped heat insulating material is fitted between the structural materials.

更に本発明は、19)板状断熱材を構造材間に略面一に支承する構造材の側面位置に、該板状断熱材の下面の高さ調整凸部を係止させる係止突起部を設けた発泡合成樹脂製の支承桟を装着し板状断熱材を嵌挿させてなることを特徴とする板状断熱材の断熱構造に関する。   Further, the present invention relates to 19) a locking projection for locking the height adjustment convex portion on the lower surface of the plate-like heat insulating material at the side surface position of the structural material for supporting the plate-like heat insulating material substantially flush between the structural materials. It is related with the heat insulation structure of the plate-shaped heat insulating material characterized by mounting | wearing with the support bar made from a foaming synthetic resin provided, and inserting and inserting a plate-shaped heat insulating material.

本発明によれば、板状断熱材の略中央部を頂部として山形状部を形成する第1屈曲部に傾斜帯部を連接させた一山形状や、略中央部を平板状の中央帯部頂部として第1屈曲部に傾斜帯部を連接させた台形状に山形形成部を設けてなる山形板状断熱材や、該山形形成部の両側端や1側端に第2屈曲部で連接させて側方平坦部を設けた山形板状断熱材とすることにより、山形状の断熱材の幅寸法を構造材間の嵌挿幅と同等以下とすることが可能となり、展伸、嵌挿時には断熱材幅が拡設され隙間抑制や面一性が確保できるのである。   According to the present invention, a mountain shape in which an inclined band portion is connected to a first bent portion that forms a mountain-shaped portion with the substantially central portion of the plate-shaped heat insulating material as a top portion, or a substantially central portion is a flat central band portion. A chevron plate-like heat insulating material in which a chevron-shaped forming part is provided in a trapezoidal shape in which an inclined band part is connected to a first bent part as a top part, and a second bent part is connected to both side ends and one side end of the chevron-forming part. By adopting a chevron plate-shaped heat insulating material provided with lateral flat portions, it becomes possible to make the width of the chevron-shaped heat insulating material equal to or less than the insertion width between structural materials. The width of the heat insulating material is expanded, and gap suppression and surface uniformity can be ensured.

さらに、第1屈曲部、第2屈曲部に、断熱材の上面、及び/又は下面に1以上の展伸時閉脚溝及び/又は展伸時開脚溝を、a)上、下面の対向する位置に開口させるか、b)上、下面の対向しない別位置に開口させるか、c)上、下面の対向する位置と、対向しない別位置とに開口させるか、のいずれかに開口されることによって、山形形成部を平板状に展伸させる際に第1,2屈曲部に生じる曲げ弾性応力は、展伸時閉脚溝と展伸時開脚溝が開、閉脚することで分散、相殺・緩和でき、第1、第2屈曲部の展伸連結部の可撓性と拡設性が増し、僅かの力で山形形成部を平板状に展伸、嵌挿させ易くなり、展伸連結部を軸に山形状を平板状とすることで断熱材幅を拡設させることが出来るのである。 Furthermore, one or more extension closed leg grooves and / or extension leg grooves are provided on the upper surface and / or the lower surface of the heat insulating material on the first bent portion and the second bent portion, and a) the upper and lower surfaces face each other. Open at a position, b) Open at another position where the upper and lower surfaces do not oppose, or c) Open at an opposite position on the upper and lower surfaces and another position where they do not oppose Therefore, the bending elastic stress generated in the first and second bent parts when the angle forming part is extended into a flat plate shape is dispersed and offset by opening and closing the closed leg groove when extended and the open leg groove when extended. It can be relaxed, and the flexibility and expandability of the extension connecting parts of the first and second bent parts are increased, and the angle forming part can be easily extended and inserted into a flat plate shape with a slight force. The width of the heat insulating material can be expanded by making the mountain shape into a flat plate shape with the axis as the axis.

かくして、構造材間に嵌挿された断熱材の隙間抑制と面一性が確保され、拡設時の圧縮弾性応力で構造材間から断熱材が下方にずれ落ちることも防止でき、床材等の仕上げ材との隙間も抑制されるのである。これらの発明の効果は、断熱材幅を構造材間の嵌挿幅寸法と同等以下とすることによって、構造材間に予備嵌挿させ、僅かの力で展伸、嵌挿させるか、予備嵌挿させた状態で仕上げ材を配設させれば、その押し圧で展伸、嵌挿、拡設させることが出来るのである。そのため、従来の平板板状断熱材の幅を、予め構造材間寸法に予備圧縮させて嵌挿させる必要もなくなり、台形山形板状断熱材の下端面を予備嵌挿させながら、強引に嵌挿させて生じる不面一等が生じる課題も解消されるのである。   Thus, the gap suppression and flushness of the heat insulating material inserted between the structural materials are ensured, and it is possible to prevent the heat insulating material from slipping downward from between the structural materials due to the compressive elastic stress at the time of expansion. The gap with the finishing material is also suppressed. The effect of these inventions is that the heat insulating material width is equal to or less than the insertion width dimension between the structural materials, so that the preliminary insertion is performed between the structural materials, and the expansion and insertion is performed with a slight force. If the finishing material is disposed in the inserted state, it can be expanded, inserted, and expanded by the pressing force. For this reason, it is not necessary to pre-compress and insert the width of the conventional flat plate-like insulating material into the dimensions between the structural materials in advance, and forcibly insert it while pre-inserting the lower end surface of the trapezoidal chevron plate-like insulating material. Thus, the problem of non-uniformity that occurs is also eliminated.

又、平板状に展伸、嵌挿時に曲げ弾性応力の反力で可逆的に山形形状に戻ろうとする力も展伸時閉脚溝と展伸時開脚溝が相互に開、閉脚することで緩和、抑制されるのである。又、第1、2の屈曲部の展伸時閉脚溝や展伸時開脚溝の底面部に形成される展伸連結部は、傾斜帯部の角度や展伸時閉脚溝や展伸時開脚溝の夫々が単独、又は、相対向して狭窄させる等により形成される様々な展伸連結部の構造形態例(図1〜8)に応じ、望ましい構造や肉厚や拡設幅が選定でき、展伸、嵌挿時の曲げ弾性応力の強弱の度合いや屈曲部の首折れ防止等の形態保持性も設定できるのである。   Also, the force to reversibly return to the chevron shape due to the reaction force of the bending elastic stress at the time of extension and insertion into the flat plate shape is alleviated by opening and closing the leg when the extension is closed and the extension leg when opening and closing. It is suppressed. In addition, the extension connecting part formed on the bottom leg part of the first and second bent parts at the time of extension and at the time of extension of the leg leg is at the angle of the inclined band part, at the time of extension and at the time of extension. Depending on the structural form examples (FIGS. 1 to 8) of the various extended connecting portions formed by each of the open leg grooves alone or by constricting each other, the desired structure, thickness, and expansion width are It can be selected, and the degree of bending elastic stress at the time of extension and insertion can be set, and the form retainability such as prevention of neck bending of the bent portion can also be set.

又、特許文献6等が断熱材幅を構造材間寸法より大として人為的に圧縮嵌挿させる、又は、特許文献7、8が、両側端面の下縁幅寸法を構造材間寸法より小寸法とし予備嵌挿させながら、展伸時に生ずる過大の曲げ弾性応力で断熱材端面に構造材角部が食い込み不陸、不面一となる課題に対し、本発明では、例えば、断熱材幅を構造材間寸法より同等以下として屈曲部の可撓性を向上させて予備嵌挿し平板状に展伸、嵌挿させれば、断熱材幅が拡設され、構造材間との隙間抑制や構造材間での弾性保持力が確保されるので圧縮嵌挿や断熱材の押込み過ぎによる不陸や不面一となる課題が解決し嵌挿作業性と断熱性が向上するのである。例えば、根太用断熱材では、大引き材上に山形状のまま載置させて床板を配設すれば、床板の重量で山形形成部は展伸、拡設され隙間閉止と面一化が達成され嵌挿作業が簡略化され、高い断熱性が確保できるのである。   Further, Patent Document 6 and the like artificially compress and insert the heat insulating material width larger than the dimension between structural materials, or Patent Documents 7 and 8 have a lower edge width dimension of both end faces smaller than the dimension between structural materials. In the present invention, for example, the width of the heat insulating material is structured against the problem that the corner portion of the heat insulating material bites into the end surface of the heat insulating material due to excessive bending elastic stress generated during extension while pre-inserted. If the flexibility of the bent part is improved to be equal to or less than the inter-material dimension, pre-inserted and expanded and inserted into a flat plate shape, the width of the heat insulating material is expanded, and the gap between the structural materials is suppressed and the structural material Since the elastic holding force is ensured, the problem of unevenness and incompatibility due to compression insertion or excessive pressing of the heat insulating material is solved, and the insertion workability and heat insulation are improved. For example, in the case of heat insulation for joists, if a floorboard is placed on a large pulling material in a mountain shape, the chevron forming part is expanded and expanded by the weight of the floorboard, and the gap is closed and leveled. Thus, the insertion work is simplified, and high heat insulation can be secured.

又、構造材は、住宅の構造や強度やコスト面等から、種々の断面寸法の材料で建築され、板状断熱材も、地域や省エネ基準によって、様々な断熱材厚みが採用され、これらの組合せは多種多様で、その都度、最適な特定の断熱施工方法を採用することは困難で、共通化資材や共通化された施工法の適用が重要である。例えば、大引き断熱にあっては、大引き材の断面寸法が90mm角材や105mm角材や120mm角材等、様々な材料が適宜採用され、又、断熱材厚みも20mm〜100mmと様々な厚みが採用され、これらの種々の組合せが実施されるが、本発明では、異なる断熱材厚みや構造材の断面寸法の種々の組み合わせであっても、構造材の下面側から止着係止部と弾性支承腕部と支承部等からなる板状断熱材の面一支承具(図11〜図15に示す)を共用することが可能で断熱性の確保と施工性の向上が確保されるのである。   In addition, structural materials are constructed with materials of various cross-sectional dimensions from the viewpoint of the structure, strength, cost, etc. of houses, and plate-like heat insulating materials have various heat insulating material thicknesses depending on the region and energy saving standards. There are a wide variety of combinations, and each time it is difficult to adopt an optimal specific heat insulation construction method, it is important to apply common materials and common construction methods. For example, in large thermal insulation, various materials such as 90 mm square material, 105 mm square material, 120 mm square material and the like are used as appropriate, and the thermal insulation material thickness is also 20 mm to 100 mm. Various combinations of these are implemented, but in the present invention, even with various combinations of different heat insulating material thicknesses and cross-sectional dimensions of the structural material, the fastening and locking portions and the elastic bearings are formed from the lower surface side of the structural material. It is possible to share a flat support member (shown in FIGS. 11 to 15) of a plate-like heat insulating material made up of an arm part and a support part, etc., ensuring heat insulation and improving workability.

又、これらの止着係止部の幅を共通化したり、伸縮可能としたり、構造材の下面側から抱着、挟持する構造や、適宜、係止釘部や逆止釘部を一体して設けることでも、別途用意した釘打ち作業の煩わしさも解消し、大引き材等の構造材の施工前、施工後のいずれにおいても面一支承具の取付けが可能となり、又、2分割が可能な構造とすることで片側支持体である土台木等への取付けも可能となる。   In addition, the widths of these fastening and locking portions can be made common, can be expanded and contracted, can be held and clamped from the lower surface side of the structural material, and the locking nail portion and the reverse nail portion can be integrated as appropriate. The installation also eliminates the hassle of separately prepared nailing work, making it possible to attach flush supports before and after the construction of structural materials such as large pulling materials, and can be divided in two By adopting a structure, it is possible to attach to a base tree or the like which is a one-side support.

さらに、本発明の面一支承具の利点は、従来の断熱材を人為的に略面一に嵌挿させる必要がなく構造材間に止着係止された面一支承具の支承部に断熱材を仮載置させて床材等の仕上げ材を配設、被冠させれば、断熱材と構造材の上面と仕上げ材の下面が略面一に確保でき、断熱性の確保と施工性の簡略化と施工工数の削減に大きな成果が発揮できるのである。   Further, the advantage of the surface-equipped support of the present invention is that it is not necessary to artificially fit and insert a conventional heat-insulating material on the surface of the surface-supporting device, which is fixed and fixed between structural members. Temporarily placing the material and placing the finishing material such as flooring and covering it, the top surface of the heat insulating material and the structural material and the bottom surface of the finishing material can be substantially flush, ensuring heat insulation and workability The results can be greatly improved in simplification and reduction of construction man-hours.

又、予め、構造材のプレカット時に、面一支承材である支承ピンや支承片の取り付け穴や取付溝を同時加工し、施工現場で支承ピンや支承片を差し込み断熱材を載置、配設させるだけで目的は達成される。又、発泡合成樹脂製で断熱材側の下面側突起部と係合させ凸部を設ける、又は、厚みの異なる断熱材の場合は凸部を圧縮させ高さ調整を可能とする面一構造をもった面一桟を構造材の側面に取付けて面一化させることができるのである。(図16、図17に示す)   In addition, when pre-cutting structural materials, the mounting holes and mounting grooves of bearing pins and bearing pieces, which are flush bearings, are simultaneously processed, and the insulation pins are placed and placed at the construction site. The goal is achieved just by letting it do. Also, it is made of foamed synthetic resin, and it is engaged with the lower surface side projection on the heat insulating material side to provide a convex portion, or in the case of a heat insulating material having a different thickness, the convex portion is compressed and the height can be adjusted. It is possible to make a flat surface by attaching it to the side surface of the structural material. (Shown in FIGS. 16 and 17)

更に、本発明の板状断熱材の下面側に、断熱材の厚みより下方に突出させてなる高さ調整凸部と、該高さ調整凸部の圧縮歪率を低減させる歪吸収凹部を周設させるので、従来の高さ調節凸部が過大の永久歪率で高さ方向の経時収縮劣化がおこり、仕上げ材との間に隙間が形成される課題が解決し、長期に安定した断熱材高さが維持できるのである。   Further, on the lower surface side of the plate-shaped heat insulating material of the present invention, there are provided a height adjusting convex portion protruding below the thickness of the heat insulating material and a strain absorbing concave portion for reducing the compressive strain rate of the height adjusting convex portion. Therefore, the conventional height adjustment convex part has an excessive permanent distortion rate, shrinkage degradation with time in the height direction, and the problem of forming a gap with the finishing material is solved. The height can be maintained.

又、板状断熱材の上、下面側の長辺方向に沿って形成される断熱材の厚みの概1/2以上の深さからなる弾性凹溝の深さを、該凹溝の両端部より長辺の中心部を浅くする、又は、深くすることにより長辺方向に沿って該凹溝の圧縮弾性力を増減、設定できるので嵌挿時の面一性の確保や、経時のずれ落ちや弾性劣化を抑制できるのである。   Also, the depth of the elastic groove having a depth of approximately 1/2 or more of the thickness of the heat insulating material formed on the plate-like heat insulating material along the long side direction on the lower surface side is set at both end portions of the groove. By making the central part of the long side shallower or deeper, the compressive elastic force of the concave groove can be increased / decreased and set along the long side direction, so that it is possible to ensure uniformity during insertion and to eliminate the lapse of time And elastic deterioration can be suppressed.

又、大引き用や壁用等の大寸法からなる山形板状断熱材は、従来の平板状板状断熱材に比し、嵌挿性や気密性が向上する反面、嵩張る、搬入し難い等の課題があり、第1屈曲部に、上面に展伸時閉脚溝である切り溝と、第2屈曲部には、下面に展伸時閉脚溝である切り溝を設け、夫々の切り溝と相対向する反対面に帯状の補強材を貼付して平板状の板状断熱材として施工現場に搬入し、嵌挿時に該屈曲部を屈曲させて一山形状の山形板状断熱材として展伸、嵌挿、拡設させれば、大型の断熱材の嵌挿性や隙間抑制性やマテハン等の課題が同時に解決されるのである。(図7に示す)   In addition, the chevron plate-shaped heat insulating material having a large size for large pulling or for walls, etc. improves the insertion property and airtightness, but is bulky and difficult to carry in compared with the conventional flat plate-shaped heat insulating material. The first bent portion is provided with a cut groove which is a closed leg groove when extended on the upper surface, and the second bent portion is provided with a cut groove which is a closed leg groove when extended with the lower surface. A strip-shaped reinforcing material is affixed to the opposite side of the opposite surface, and is transported to the construction site as a flat plate-shaped heat insulating material. The bent portion is bent at the time of insertion and expanded as a mountain-shaped plate-shaped heat insulating material. If it is inserted and expanded, the problems such as the insertability of large heat insulating material, gap suppression, and material handling are solved at the same time. (Shown in FIG. 7)

本発明でいう山形板状断熱材とは、予め、板状断熱材の短辺方向の断面構造の一部又は全部を山形形成部で構成させ、構造材間への嵌挿時には、山形形成部を平板状に展伸、拡設させて、構造材上面と断熱材上面を略面一に嵌挿させると共に、構造材と断熱材の嵌挿隙間を抑制し断熱材の圧縮弾性応力で構造材間の断熱材を長期に面一で保持させることを目的とする山形板状断熱材を指す。   The chevron plate-like heat insulating material referred to in the present invention is configured in advance so that a part or all of the cross-sectional structure in the short side direction of the plate-like heat insulating material is formed by the chevron forming part, and at the time of insertion between the structural materials, the chevron forming part Is expanded and expanded in a flat plate shape so that the upper surface of the structural material and the upper surface of the heat insulating material are fitted to be substantially flush with each other, and the insertion gap between the structural material and the heat insulating material is suppressed and the structural material is compressed by the compressive elastic stress of the heat insulating material. It refers to a chevron plate-shaped heat insulating material intended to hold the heat insulating material between them for a long time.

本発明でいう第1屈曲部や第2屈曲部と称する屈曲部とは、該屈曲部に形成される展伸時閉脚溝や展伸時開脚溝と、これらの開脚溝や閉脚溝の開口深さを除く断熱材の肉繋ぎ部からなる展伸連結部とで構成されている。これら第1,2屈曲部は、山形形成部の頂部と傾斜帯部、傾斜帯部と側方平坦部を展伸連結部で連接、連結させ、山形板状断熱材を平板状に展伸、嵌挿させる際には、展伸時閉脚溝や展伸時開脚溝を開、閉脚させ、山形状を平板状とするヒンジ機能や断熱材幅を拡設させると共に、これらが様々に構造形態を変化させるに伴って、展伸連結部(屈曲部)での断熱材の破断分離や首折れ等を防止する形態保持性を有する部位を指す。   The bent portions referred to as the first bent portion and the second bent portion in the present invention are the extended leg closed groove and the extended leg open groove formed in the bent part, and the opened leg closed leg and the closed leg groove. It is comprised with the expansion connection part which consists of the meat | frame connection part of the heat insulating material except opening depth. These first and second bent parts are connected to and connected to the apex and inclined band part of the mountain-shaped forming part, the inclined band part and the lateral flat part at the extension connecting part, and the angle plate-like heat insulating material is extended into a flat plate shape. When inserting, the closed leg groove at the time of extension and the open leg groove at the time of extension are opened and closed to expand the hinge function and heat insulating material width to make the mountain shape flat, and these are various structural forms In accordance with the change, it refers to a portion having a form-retaining property that prevents breakage separation and neck breakage of the heat insulating material at the extended connecting portion (bent portion).

第1、第2屈曲部に形成される展伸時閉脚溝とは、上、下面に開口し山形形成部を平板状に展伸させる時には開脚溝を閉脚する凹溝を指す。展伸時開脚溝とは、上、下面に開口し山形形成部を平板状に展伸させる時には、略閉脚状の溝部を開脚する凹溝を指す。これらの展伸時閉脚溝と展伸時閉脚溝は、第1、2屈曲部で夫々が、単独、又は、相対向する等により形成されるが、これらの板状断熱材の形成目的によって、夫々の開口深さや開口幅等は任意の望ましい形状に選定されることが望ましい。   The extension closed leg groove formed in the first and second bent portions refers to a concave groove that opens in the upper and lower surfaces and closes the open leg groove when the mountain forming portion is extended in a flat plate shape. The extended leg-opening groove refers to a concave groove that opens to the upper and lower surfaces and opens the substantially closed leg-like groove when the mountain-shaped portion is extended in a flat plate shape. These extended leg closed grooves and extended closed leg grooves are formed by the first and second bent portions, either alone or by facing each other, but depending on the purpose of forming these plate-like heat insulating materials, It is desirable that each opening depth, opening width, etc. be selected in any desired shape.

展伸、嵌挿とは、山形形成部を平板状とすることを展伸といい、嵌挿とは、断熱材を構造材間に装着・装填させることをいう。拡設とは、山形板状断熱材が平板状に展伸されて、山形形成時の断熱材幅寸法が展伸されて大となることをいう。通常、本発明の山形板状断熱材にあっては、例えば、構造材間に予備嵌挿させて山形状を平板状になすときに、展伸、嵌挿、拡設は一連の挙動として行なわれるので明確に分離して云々する必要性は特にない。   Stretching and insertion refers to spreading the chevron forming portion into a flat plate shape, and insertion refers to mounting and loading a heat insulating material between structural materials. The term “expanded” means that the chevron plate-shaped heat insulating material is expanded into a flat plate shape, and the heat insulating material width dimension at the time of forming the chevron is expanded and increased. Usually, in the chevron plate-shaped heat insulating material of the present invention, for example, when pre-inserting between structural materials to form a mountain shape into a flat plate shape, expansion, insertion, and expansion are performed as a series of behaviors. Therefore, there is no need to separate them clearly.

予備圧縮とは、構造材間より大寸法の断熱材幅を人為的に押し圧して収縮させることを言う。予備嵌挿とは、断熱材の幅寸法の全部又は一部(下端部)を構造材間の嵌挿幅寸法と略同等以下として、予備圧縮させずに構造材間に嵌挿させることをさすが、断熱材幅が構造材間寸法と同等以上であっても端面の下端部に嵌挿用の傾斜部を設けて予備圧縮させることなく、傾斜に沿って押込み予備嵌挿を補完する等も併用されればいい。   Pre-compression means that the heat insulating material width larger than that between the structural materials is artificially pressed and contracted. Preliminary insertion means that all or part of the width dimension of the heat insulating material (lower end portion) is set to be approximately equal to or less than the insertion width dimension between the structural materials and is inserted between the structural materials without being pre-compressed. In addition, even if the insulation material width is equal to or greater than the dimension between structural materials, it is also used to supplement the pre-insertion insertion along the inclination without providing pre-compression by providing an inclined portion for insertion at the lower end of the end face Just do it.

本発明の山形板状断熱材に用いられる発泡合成樹脂としては、例えば、発泡ポリスチレン樹脂、発泡ポリプロピレン樹脂、発泡ポリウレタン樹脂、発泡塩化ビニール樹脂、発泡ポリエチレン樹脂等が上げられるが、適度な剛性を有し断熱性、耐水性、緩衝性に優れ形態保持製に優れている点で、型内成型発泡ポリスチレン樹脂や押出成型発泡ポリスチレン樹脂が好ましく発泡倍率は25倍〜100倍程度が望ましく、山形板状断熱材を形成させる手段は、主として、ビーズ法型内成形による方法と、押出成形品を裁断加工し形成させる方法がある。 Examples of the foamed synthetic resin used in the chevron plate-shaped heat insulating material of the present invention include foamed polystyrene resin, foamed polypropylene resin, foamed polyurethane resin, foamed vinyl chloride resin, and foamed polyethylene resin. In terms of heat insulation, water resistance and buffering properties, in-mold molded polystyrene foam or extruded polystyrene foam is preferred, and the foaming ratio is preferably about 25 to 100 times. As a means for forming the heat insulating material, there are mainly a method by in-mold molding of a bead method and a method of cutting and forming an extruded product.

本発明の断熱材の大きさは、一概には言えないが、例えば、根太間に嵌挿するものにあっては、幅が約250mm〜600mm程度、長さが約600mm〜1200mm程度で、厚みは、通常、地域毎に規定される断熱材厚さが適用されるが、約20mm〜100mm程度のものが一般的である。又、大引きや間柱間に嵌挿される大型の断熱材にあっては、幅は、約600mm〜910mm程度、長さは、約900mm〜1800mm程度、厚みは、地域によって種々であるが、約20mm〜100mm程度のものが一般的である。これらの断熱施工部位の構造寸法等から、その施工性や断熱・気密性の確保を中心に一山形や台形山形の傾斜角度や屈曲部で連接させる傾斜帯部や側方平坦部等の構成を選定することが望ましい。   Although the size of the heat insulating material of the present invention cannot be generally described, for example, in the case of a material to be inserted between joists, the width is about 250 mm to 600 mm, the length is about 600 mm to 1200 mm, and the thickness is In general, a thickness of a heat insulating material defined for each region is applied, but a thickness of about 20 mm to 100 mm is generally used. In addition, in the case of a large-sized heat insulating material that is inserted between a large pull or a stud, the width is about 600 mm to about 910 mm, the length is about 900 mm to about 1800 mm, and the thickness varies depending on the region. The thing of about 20 mm-100 mm is common. From the structural dimensions of these heat insulation construction sites, etc., the construction of inclined bands and side flat parts that are connected at the inclination angle and bent part of a single mountain shape and trapezoidal mountain shape centering on ensuring the workability, heat insulation and air tightness, etc. It is desirable to select.

一山形や台形山形を形成させる傾斜角度は、概ね5〜15度程度が成形性やマテハン性や展伸、嵌挿性や拡設寸法の確保等から望ましい。又、傾斜帯部の左右の傾斜角度は同等が望ましいが、限定するものではなく、例えば長辺方向に沿って1側辺を側方平坦部とし他の1側辺を傾斜帯部とする断熱材は左右の傾斜角度を適宜変えることで嵌挿性が向上できる。又、根太用断熱材等の小幅の断熱材にあっては、山形形成部を短辺方向の略中央部に形成させることが望ましいが、大引き用断熱材等の幅広の断熱材にあっては、展伸、嵌挿作業性から中央部よりも1側方辺に近い展伸しやすい位置にずらして形成させることが望ましい。   The inclination angle for forming a single mountain shape or a trapezoidal mountain shape is preferably about 5 to 15 degrees from the viewpoint of formability, material handling properties, stretchability, fitability, and securing of expanded dimensions. In addition, the right and left inclination angles of the inclined band portion are preferably equal, but are not limited. For example, along the long side direction, one side is a side flat portion and the other one side is an inclined heat insulating portion. The insertability of the material can be improved by appropriately changing the left and right inclination angles. In addition, in the case of a small width heat insulating material such as a joist heat insulating material, it is desirable to form a mountain-shaped forming portion at a substantially central portion in the short side direction, but in a wide heat insulating material such as a large pulling heat insulating material. It is desirable to form them by shifting to a position that is easier to extend closer to one side than the central portion, from the viewpoint of expansion and insertion workability.

又、短辺方向の断面構造の全部が一山形状、又は、台形山形状で形成される山形板状断熱材は、根太用断熱材等の小幅寸法の断熱材に適用されることが望ましい。又、短辺方向の断面構造の一部が山形形成部を成し、その両側辺、又は、1側辺に平板状で矩形形状の側方平坦部を設けてなる山形板状断熱材は幅小から幅大の断熱材に適用することで先述の発明の効果が発揮されるので望ましい。   Moreover, it is preferable that the chevron plate-like heat insulating material formed with the entire cross-sectional structure in the short side direction in a single mountain shape or a trapezoidal mountain shape is applied to a heat insulating material with a small width such as a heat insulating material for joists. In addition, a chevron plate-shaped heat insulating material in which a part of the cross-sectional structure in the short side direction forms a chevron-shaped portion and a flat plate-like rectangular flat portion is provided on both sides or one side. It is desirable to apply to a small to wide heat insulating material because the effect of the above-described invention is exhibited.

図1に示す第1屈曲部、第2屈曲部が、上、下面側に相対向して1の展伸時閉脚溝と1の展伸持開脚溝を形成させる場合は、相対向する該溝底間で形成される肉繋ぎ部を展伸連結部として形成する構造となり、夫々の開口溝深さを略同等として該展伸連結部が断熱材の厚み方向の概中心部に形成させることが望ましい。この構造における断熱材幅の拡設寸法は、屈曲して形成される展伸連結部の中心線で山形形成部と側方平坦部から幅方向の両端面までを直線で結ぶ長さと、断熱材の山形形成時の外幅寸法との差に略相当し、拡設幅はこれら相対向する展伸時閉脚溝と展伸持開脚溝と展伸連結部の形成構造や傾斜帯部の傾斜角度等によって、適宜選定することが出来る。   When the first bent portion and the second bent portion shown in FIG. 1 are formed so as to face each other on the upper and lower surfaces to form one extension closed leg groove and one extension open leg groove, The structure is such that the meat connecting portion formed between the groove bottoms is formed as an extended connecting portion, and the extended connecting portions are formed substantially at the center in the thickness direction of the heat insulating material with the respective opening groove depths being substantially equal. Is desirable. The expansion dimension of the heat insulating material width in this structure is the length connecting the mountain-shaped forming part and the side flat part to both end faces in the width direction with a straight line at the center line of the extended connecting part formed by bending, and the heat insulating material This is roughly equivalent to the difference between the outer width dimension at the time of the formation of the mountain shape, and the expanded width is the formation structure of the extension closing leg groove, extension extension leg groove, extension connecting part, and inclination of the inclined band part. It can be selected appropriately depending on the angle or the like.

又、1の屈曲部に、上、下面側に相対向して1の展伸時閉脚溝と1の展伸持開脚溝を形成させる場合の形成位置は、断熱材の厚さ方向に、上面から下面に向けて形成される屈曲部の中心線上で相対向することが望ましいが、例えば、該中心線を挟む位置であって、展伸時には1の展伸時閉脚溝と1の展伸持開脚溝が相互に連動して閉脚、開脚できる曲げ弾性応力の伝播範囲内に形成されることで目的は達成されるので特に限定しない。   In addition, the formation position in the case of forming one extension closed leg groove and one extension open leg groove on the upper and lower surfaces of the one bent portion is in the thickness direction of the heat insulating material, Although it is desirable to face each other on the center line of the bent portion formed from the upper surface to the lower surface, for example, at the position sandwiching the center line, 1 extension leg closing groove and 1 extension Since the object is achieved by forming the opening and closing leg grooves within the bending elastic stress propagation range that can be closed and opened in conjunction with each other, there is no particular limitation.

又、さらに、第1屈曲部や第2屈曲部を成す別の1の屈曲部が、例えば、図2(a)の第1屈曲部に示す上、下面側から相対向させて上面に1の展伸時閉脚溝と下面に1の展伸時閉脚溝を下方から挟持する形態で2の展伸持開脚溝を形成させる場合の展伸時閉脚溝と展伸時開脚溝の相互の開口深さは特に限定するものではなく、夫々の開口深さを除く断熱材の肉繋ぎ部が展伸連結部を形成するため、該展伸連結部の望ましい可撓性と展伸性が確保されることを中心に相互の開口深さを適宜選定すればよいが、断熱性面からは下面側に開脚する展伸時開脚溝は浅くして、閉脚する展伸時閉脚溝は深くすることが望ましい。又、上面側に閉脚する展伸時閉脚溝は深くてもよく、上面側に開脚する展伸時開脚溝は浅いことが望ましい。   Further, another one bent portion forming the first bent portion or the second bent portion is, for example, shown on the first bent portion in FIG. When the extension leg leg groove is formed in such a manner that the extension leg leg groove is sandwiched from below and the extension leg leg groove is formed on the lower surface, the extension leg closing groove and the extension leg extension groove The opening depth is not particularly limited, and the heat connecting portion of the heat insulating material excluding the respective opening depths forms the stretch connecting portion, so that the desired flexibility and stretchability of the stretch connecting portion are ensured. However, from the heat-insulating surface, the extension leg that opens to the lower side should be shallow, and the extension leg that closes the leg should be deep. It is desirable to do. Further, the extended leg closing groove that closes on the upper surface side may be deep, and the extended leg opening groove that opens on the upper surface side is desirably shallow.

又、第1屈曲部や第2屈曲部の内、例えば、1の屈曲部が図3(a)の第1屈曲部に示す展伸時閉脚溝とで展伸連結部で形成される構造からなる展伸時閉脚溝等のこれらの展伸時開脚溝の開口角度は、概ね、山形を形成する傾斜角度と同等以下とすることが展伸後の形態保持性から望ましく、開口深さは、断熱材厚みの1/2以上、更に望ましくは2/3以上が望ましく、この開口深さを除く断熱材の肉繋ぎ部が展伸連結部を形成するが、大引き用や根太用等の断熱材の外形寸法によって施工可撓性や展伸、嵌挿性から適宜選定すればよく、展伸時閉脚溝の先端はV字形でもよく、円弧状とすることで展伸時に閉脚がしやすいので望ましい。   Also, from the structure in which, for example, one of the first bent portion and the second bent portion is formed by the extension connecting portion with the extension closed leg groove shown in the first bent portion in FIG. It is desirable from the viewpoint of form retention after extension that the opening angle of the extension leg groove such as the extension closing leg groove is generally equal to or less than the inclination angle forming the mountain shape, and the opening depth is Further, 1/2 or more of the thickness of the heat insulating material, more preferably 2/3 or more is desirable, and the meat connecting portion of the heat insulating material excluding the opening depth forms the stretched connection portion. Depending on the outer dimensions of the heat insulating material, it may be selected as appropriate from the construction flexibility, extension, and insertion, and the end of the closed leg groove may be V-shaped when extended, and it will be easy to close the leg during extension by making it arc shape So desirable.

また、第1屈曲部や第2屈曲部の内、例えば、1の屈曲部が、図3(b)の第1屈曲部に示す展伸時開脚溝と展伸連結部とで構成される展伸時開脚溝等のこれらの展伸時開脚溝の開口幅は、成形加工やニクロム線や鋸刃加工等で形成可能な最小幅で形成されることが展伸後の開脚時の断熱性から望ましく、開口深さは、断熱材厚みの1/2以下、更に望ましくは2/3以上が望ましい。   Further, for example, one of the first bent portion and the second bent portion is constituted by the extended leg opening groove and the extended connecting portion shown in the first bent portion of FIG. When opening the legs after extension, the opening width of the extension leg grooves, such as the opening leg grooves when extended, should be the minimum width that can be formed by molding, nichrome wire, saw blade processing, etc. The opening depth is desirably 1/2 or less of the thickness of the heat insulating material, and more desirably 2/3 or more.

前述した様々な展伸時開脚溝の開口幅は、開脚後の断熱性の確保面から、山形板状断熱材の形成時には、溝形成可能な最小幅で形成されることが望ましく、型内成形にあっては、1mm以下、ニクロム線加工や鋸刃加工では、1.5mm以下が望ましい。展伸時開脚溝の先端はV字形、角型でもよく、円弧状とすることで展伸時に開脚しやすいので望ましい。   The opening width of the above-mentioned various opening leg grooves at the time of extension is preferably formed with a minimum width that can form a groove when forming a mountain-shaped plate-like heat insulating material from the aspect of ensuring heat insulation after the leg opening. For internal molding, 1 mm or less is desirable, and for nichrome wire processing or saw blade processing, 1.5 mm or less is desirable. The tip of the leg opening groove at the time of extension may be V-shaped or rectangular, and it is desirable to make it arc-shaped because the leg can be easily opened at the time of extension.

又、断熱材の厚みより下方に突出させてなる高さ調整凸部と、該高さ調整凸部の圧縮歪率を低減させる歪吸収凹部を周設させる場合、例えば、根太材の高さ:40〜45mm、断熱材厚み:30〜40mmの場合、断熱材総厚み=断熱材厚み+高さ調整凸部高さ=根太の最大高さ45mmと同等程度とすることが望ましく、この関係式において、該凸部と該凹部の関係は、例えば、断熱材厚み30mmの場合,凸部高さ15mm、凹部深さを10mmとすると、圧縮歪率=5÷(15mm+10mm)×100=20%となり、断熱材厚み:40mmの場合,凸部高さ5mm、凹部10mmとする圧縮歪率=5÷(5mm+15mm)×100=20%となり、この圧縮歪率の弾性応力で断熱材の自重を支承すればよく、圧縮歪率を30%以下、更に望ましくは20%以下とすると経時的に断熱材の自重で圧縮永久歪が増加することはなく、面一性が維持されるのである。   Further, when a height adjustment convex portion protruding downward from the thickness of the heat insulating material and a strain absorption concave portion for reducing the compression strain rate of the height adjustment convex portion are provided, for example, the height of the joist material: In the case of 40 to 45 mm and heat insulating material thickness: 30 to 40 mm, it is desirable that the total heat insulating material thickness = heat insulating material thickness + height adjusting convex height = the maximum height of joist 45 mm. The relationship between the convex part and the concave part is, for example, when the insulating material thickness is 30 mm and the convex part height is 15 mm and the concave part depth is 10 mm, the compressive strain rate = 5 ÷ (15 mm + 10 mm) × 100 = 20%, Insulation thickness: 40 mm, convex height 5 mm, concave 10 mm compression strain rate = 5 ÷ (5 mm + 15 mm) × 100 = 20%. If the thermal stress of this thermal strain is supported by the elastic stress of this compressive strain rate Well, compressive strain rate is 30% or less More desirably not be compression set by its own weight over time adiabatic material when 20% or less is increased, it is the flush is maintained.

本発明の面一支承具(図11〜図15に図示)は、断熱材毎に配設する面一支承具の個数に応じた弾性支承腕部の弾性反発力は適用される最も重い断熱材の自重の2倍以上、さらに望ましくは3倍以上が望ましく、長期に弾性反発力が維持されることによって面一性が確保されることを基本に、使用素材料の特性から弾性反発力や止着係止強度が適宜設計されれば良い。通常、大引き断熱材の場合は、1断熱材に対し少なくとも4個以上の支承部(面一支承具)が確保されれば目的は達成される。   The flat surface support of the present invention (shown in FIGS. 11 to 15) is the heaviest heat insulating material to which the elastic repulsion force of the elastic support arm portion according to the number of surface single support members provided for each heat insulating material is applied. 2 times or more of its own weight, more preferably 3 times or more, and based on the fact that the surface resilience is maintained by maintaining the elastic repulsive force over a long period of time, the elastic repulsive force and It is only necessary that the engagement locking strength is appropriately designed. In general, in the case of a large pulling heat insulating material, the object can be achieved if at least four or more supporting portions (one surface supporting device) are secured for one heat insulating material.

面一支承具の材質は金属板(薄鋼板や真鍮板等)のプレス加工品やポリプロピレン等のプラスチィック射出成形品や押出成形品のカット品や金属線(鉄線や真鍮線)の折り曲げ加工品でもよく、又、これらを組合せた複合加工品でもよく、形状も特に限定するものではない。又、支承ピンや支承片は金属製や合成樹脂製がコスト等から望ましく、支承桟は、発泡ポリスチレン樹脂、発泡ポリプロピレン樹脂等の型内成形品やニクロム線カット品等がコスト、性能面から望ましい。   The material of the flat support is metal plate (thin steel plate, brass plate, etc.) pressed products, plastic injection molded products such as polypropylene, extruded products cut products, and metal wires (iron wire or brass wire) bent products In addition, a composite processed product combining these may be used, and the shape is not particularly limited. The bearing pins and bearing pieces are preferably made of metal or synthetic resin from the viewpoint of cost, etc., and the supporting bars are preferably molded products such as foamed polystyrene resin and foamed polypropylene resin or nichrome wire cut parts from the viewpoint of cost and performance. .

又、本発明の山形板状断熱材の効果に加えて、断熱材の幅方向や長辺方向や対角方向等の上、下面側に開口させる弾性凹溝の構造を本発明者らの先の発明である前記特願2003−208871号明細書に記載したスリット(本発明では、弾性凹溝や凹溝と称している)構造を適用し、さらに、図5(c)に示す不連続部を設けることや、図4(c)に示す長辺方向にそった弾性凹溝の両端面部と中央部の深さを変える構造にすることにより、さらに嵌挿性や面一性や隙間抑制性や弾性劣化抑制等を向上させることができる。   In addition to the effect of the chevron plate-like heat insulating material of the present invention, the present inventors have previously proposed a structure of an elastic groove that opens on the lower surface side in the width direction, long side direction, diagonal direction, etc. of the heat insulating material. The slit structure described in Japanese Patent Application No. 2003-208771, which is the invention of the present invention (referred to as an elastic concave groove or concave groove in the present invention), is applied, and the discontinuous portion shown in FIG. And a structure in which the depths of both end surface portions and the central portion of the elastic concave groove along the long side direction shown in FIG. And suppression of elastic deterioration can be improved.

本発明の面一支承具(図11〜図15に図示)は、断熱材毎に配設する面一支承具の個数に応じた弾性支承腕部の弾性反発力は適用される最も重い断熱材の自重の2倍以上、さらに望ましくは3倍以上が望ましく、長期に弾性反発力が維持されることによって面一性が確保されることを基本に、使用素材料の特性から弾性反発力や止着係止強度が適宜設計されれば良い。通常、大引き断熱材の場合は、1断熱材に対し少なくとも4個以上の支承部(面一支承具)が確保されれば目的は達成される。面一支承具の材質は金属板(薄鋼板や真鍮板等)のプレス加工品やプラスチィック射出成形品や押出成形品のカット品や金属線(鉄線や真鍮線)の折り曲げ加工品でもよく、又、これらを組合せた複合加工品でもよく、形状も特に限定するものではない。   The flat surface support of the present invention (shown in FIGS. 11 to 15) is the heaviest heat insulating material to which the elastic repulsion force of the elastic support arm portion according to the number of surface single support members provided for each heat insulating material is applied. 2 times or more of its own weight, more preferably 3 times or more, and based on the fact that the surface resilience is maintained by maintaining the elastic repulsive force over a long period of time, the elastic repulsive force and It is only necessary that the engagement locking strength is appropriately designed. In general, in the case of a large pulling heat insulating material, the object can be achieved if at least four or more supporting portions (one surface supporting device) are secured for one heat insulating material. The material of the surface support may be a pressed product of a metal plate (thin steel plate or brass plate), a plastic injection molded product or a cut product of an extruded product, or a bent product of a metal wire (iron wire or brass wire). These may be combined processed products, and the shape is not particularly limited.

次いで、図面を用いて本発明を説明するが、特に記述しなくとも、これらは本発明の実施態様の一例を開示するに過ぎないことから、これらの記載により、なんら本発明は制限されるものではない。   Next, the present invention will be described with reference to the drawings. However, even if not specifically described, these are merely examples of embodiments of the present invention, and therefore the present invention is not limited by these descriptions. is not.

実施例1
図1は、本発明の一山形板状断熱材1の略中央部の第1屈曲部1eを頂部として長辺方向の両側方辺には屈曲部1eで連接させた傾斜角度シータからなる傾斜帯部1aと第2屈曲部で連接された側方平坦部1bを設けてなる一山形板状断熱材1を示す斜視図と断面図である。
Example 1
FIG. 1 shows an inclined band composed of an inclined angle theta which is connected to the both sides in the long side direction by bent portions 1e with the first bent portion 1e at the substantially central portion of the single plate-shaped heat insulating material 1 of the present invention as a top portion. It is the perspective view and sectional drawing which show the mountain-shaped plate-shaped heat insulating material 1 which provides the side flat part 1b connected with the part 1a and the 2nd bending part.

(a)は、斜視図であって、第1屈曲部1eは、上面側に開口する1の展伸時閉脚溝30aと下面側に開口する1の展伸時開脚溝30bが相対向して形成され、これらの開口深さFで狭窄された肉繋ぎ部Eからなる展伸連結部1fとからなり、両側辺には、下方に傾斜した傾斜帯部1aを連接して設け、他の2の第2屈曲部は、相対向して形成される上側に開口する1の展伸時開脚溝30bと下側に開口する1の展伸時閉脚溝30aとで狭窄された肉繋ぎ部からなる展伸用連結部1fで構成され、その両側辺に連接してなる側方平坦部1bを設けている。側方平坦部1bには、長辺方向に平行な不連続部2fを設けた弾性凹溝3aを設け、側方平坦部1bの端面1dの下方には予備嵌挿用の傾斜面1cを形成させ、下面には長辺方向に沿って形成される高さ調整凸部1k(図示の簡略上、詳細は図9にて説明する)を4条設けて、構造材高さPと断熱材厚みRの高さ調整を可能とする構造を斜視図で示している。   (A) is a perspective view, and in the first bent portion 1e, one extended leg closing groove 30a that opens on the upper surface side and one extended leg opening groove 30b that opens on the lower surface side face each other. And an extended connecting portion 1f composed of a meat connecting portion E narrowed at the opening depth F, and provided on both sides with an inclined band portion 1a inclined downward, The second bent portion 2 is a meat connecting portion that is narrowed by one extending leg opening groove 30b that opens upward and one extension leg closing groove 30a that opens downward. A lateral flat portion 1b is provided that is connected to both sides thereof. The side flat portion 1b is provided with an elastic groove 3a provided with a discontinuous portion 2f parallel to the long side direction, and an inclined surface 1c for pre-insertion is formed below the end surface 1d of the side flat portion 1b. The bottom surface is provided with four height-adjusting protrusions 1k (for simplicity of illustration, the details will be described in FIG. 9) formed along the long side direction, and the structural material height P and the heat insulating material thickness are provided. The structure which enables the height adjustment of R is shown with the perspective view.

(b)は、大引き材50上に配設した根太材51間に型内成型された断熱材幅Bのまま、山形形成部を展伸させずに予備嵌挿させた断面図であって、構造材間寸法Vと断熱材1を押込み、展伸、嵌挿、拡設させた時の断熱材幅の最大幅寸法をAとする相関関係を示している。つまり、構造材間寸法Vより断熱材幅Bが同等以下であっても嵌挿時に展伸、拡設されて嵌挿隙間は抑制され構造材間の弾性保持力も確保さるのである。又、断熱材幅Bが構造材間寸法Vより同等以上であっても予備嵌挿用の傾斜面1cで側方平坦部1bが圧縮され無理なく予備嵌挿でき、異なる根太寸法や構造材間寸法に対応して、型内成形時の断熱材幅Bと拡設最大寸法Aの寸法幅の範囲内で吸収でき、断熱材1を共通化させても異なる根太寸法からなる構造材間の隙間が抑制されるのである。   (B) is a cross-sectional view in which the chevron forming portion is pre-inserted without extending the chevron forming portion, with the heat insulating material width B molded in-mold between the joists 51 arranged on the large pulling material 50. The correlation between the structural material dimension V and the heat insulating material 1 is indicated by A, where the maximum width dimension of the heat insulating material width when the heat insulating material 1 is pushed in, expanded, inserted and expanded. In other words, even if the heat insulating material width B is equal to or less than the dimension V between the structural materials, it is expanded and expanded at the time of insertion, so that the insertion gap is suppressed and the elastic holding force between the structural materials is secured. Further, even if the heat insulating material width B is equal to or larger than the structural material dimension V, the side flat portion 1b is compressed by the inclined surface 1c for pre-insertion and can be pre-inserted without difficulty. Corresponding to the size, the gap between the structural materials can be absorbed within the range of the width of the heat insulating material B during the molding in the mold and the size width of the expanded maximum dimension A, and even if the heat insulating material 1 is made common, Is suppressed.

(c)は、成形品状のまま予備嵌挿された断熱材1上に床材60を配設させて、その重量で、断熱材1の山形形成部が押込みまれ、展伸、拡設され、高さ調整凸部1kが圧縮され高さ調整がなされ、気密性の高い断熱構造が形成される断面図である。展伸時閉脚溝30aは、傾斜帯部1aの角度シータと略同等の角度で開口し展伸時に閉脚し逆反りを防止し平板状で形態保持する。展伸時開脚溝30bは形成可能な最小幅J(成形品は1mm以下)で形成され、展伸時には傾斜帯部1aの形成角度シータと略同等の角度シータで開脚する。   In (c), the flooring 60 is disposed on the heat insulating material 1 that is pre-inserted in the shape of a molded product, and the chevron forming portion of the heat insulating material 1 is pushed in, expanded, and expanded by its weight. FIG. 3 is a cross-sectional view in which a height adjustment convex portion 1k is compressed to adjust the height, and a heat-insulating structure with high airtightness is formed. The extended leg closing groove 30a opens at an angle substantially equal to the angle theta of the inclined band portion 1a, closes during extension, prevents reverse warping, and maintains a flat plate shape. The extended leg opening groove 30b is formed with a minimum width J that can be formed (a molded product is 1 mm or less), and at the time of extension, the leg is opened with an angle theta that is substantially the same as the formation angle theta of the inclined band portion 1a.

展伸連結部1fは、展伸、嵌挿されて断熱材幅Bを拡設させ、その弾性圧縮力で構造材間での隙間抑制や弾性保持をなす。高さ調整凸部1kは構造材高さPまで圧縮され高さ調整される。展伸連結部1fは、相対向し形成される1の展伸時開脚溝30bと1の展伸時閉脚溝30aとで形成される狭窄された肉繋ぎ部からなり断熱材の肉厚Rの概中心線上に形成されると曲げ弾性応力を緩和しやすく可撓性が増すので望ましい。   The extended connecting portion 1f is extended and fitted to expand the heat insulating material width B, and the elastic compression force suppresses the gap between the structural materials and elastically holds them. The height adjustment protrusion 1k is compressed to the structural material height P and the height is adjusted. The extended connecting portion 1f is formed of a narrowed meat connecting portion formed by one extended leg groove 30b and one extended leg groove 30a formed opposite to each other, and a thickness R of the heat insulating material is formed. If it is formed on the approximate center line, it is desirable because the bending elastic stress is easily relieved and the flexibility is increased.

実施例2
図2は、一山形板状断熱材1の山形形成部の両側方辺又は1側方辺に側方平坦部1bを設けた別の実施例である。(a)は一山形板状断熱材1の両側方辺に側方平坦部1bを設けた断熱材1を構造材間に予備嵌挿させた断面図である。
Example 2
FIG. 2 shows another embodiment in which the side flat portions 1b are provided on both sides or one side of the chevron forming portion of the single chevron plate-like heat insulating material 1. (A) is sectional drawing which pre-inserted the heat insulating material 1 which provided the side flat part 1b in the both sides of the mountain-shaped plate-shaped heat insulating material 1 between structural materials.

一山形の頂部の第1屈曲部1eは、上面側に開口する1の展伸時閉脚溝30aと下面側に開口する2の展伸時開脚溝30bを相対向させて形成し、これらの開口深さM、Qを除く断熱材の狭窄された肉繋ぎ部からなる展伸連結部1fとからなり、他の2の第2屈曲部1eは、上面側に開口する2の展伸時開脚溝30bと下面側に開口する1の展伸時閉脚溝30aを相対向させて形成させ、これらの開口深さM、Qを除く断熱材の肉繋ぎ部からなる展伸連結部1fとからなり、側方平坦部1bの上、下面には弾性凹溝3a、3bを形成させてなる、断熱材の厚みが、根太51の高さPと同じである板状断熱材1の実施例である。例えば、本構造における展伸時開脚溝30bは浅く、展伸時閉脚溝30aを深くして且つ、2の展伸時開脚溝30bを展伸時閉脚溝30aに相対向させて形成させると、展伸、嵌挿後の2の開脚溝30bの総開口断面積が狭小化し断熱性低下を抑制させることができるので望ましい。   The first bent portion 1e at the top of the mountain is formed by opposing one extending leg closing groove 30a opening on the upper surface side and two extending leg opening grooves 30b opening on the lower surface side. It consists of an extended connecting portion 1f consisting of a constricted meat connecting portion of a heat insulating material excluding the opening depths M and Q, and the other two second bent portions 1e are opened at the time of two extended openings opened on the upper surface side. The leg groove 30b and the one closed leg groove 30a opened on the lower surface side are formed so as to face each other, and from the extension connecting portion 1f formed of the meat connecting portion of the heat insulating material excluding these opening depths M and Q In the embodiment of the plate-like heat insulating material 1 in which elastic concave grooves 3a and 3b are formed on the upper and lower surfaces of the side flat portion 1b, and the thickness of the heat insulating material is the same as the height P of the joist 51. is there. For example, the spread leg groove 30b in this structure is shallow, the spread leg closing groove 30a is deep, and the two spread leg grooves 30b are formed opposite to the spread leg groove 30a. And, since the total opening cross-sectional area of the two open leg grooves 30b after extension and insertion can be narrowed and the heat insulation performance can be suppressed, it is desirable.

(b)は、(a)の状態で矢印の方向から仕上げ材(床板)60を配設させることにより断熱材1を押込み、展伸、嵌挿、面一化、拡設させて構造材間の隙間を抑制させると共に、仕上げ材60と断熱材1の隙間を抑制させている断面図である。このように、予備嵌挿させるだけで仕上げ材60の配設工程を利用して断熱材1の嵌挿が実現されるので、従来のように断熱材幅を予め人為的に圧縮嵌挿させる、又は、山形形成部を押込み、展伸、嵌挿させて仕上げ材60を配設する手間も削減できるのである。   (B) is a state of (a) in which the finishing material (floor board) 60 is disposed from the direction of the arrow to push in the heat insulating material 1 and expand, fit, flush, and expand between the structural materials. It is sectional drawing which is suppressing the clearance gap between the finishing material 60 and the heat insulating material 1, while suppressing the clearance gap. In this way, since the insertion of the heat insulating material 1 is realized by using the arrangement step of the finishing material 60 just by pre-inserting, the heat insulating material width is artificially compression-inserted in advance as in the past, Alternatively, it is possible to reduce the trouble of disposing, extending, and inserting the chevron forming portion to dispose the finishing material 60.

(c)は、一山形板状断熱材1の1側方辺には側方平坦部1bを設け、他の側方辺は平板状で矩形形状の傾斜帯部1aを、夫々、形成させた実施例である。本構造の嵌挿方法は、予備嵌挿させることも可能であるが、例えば、側方平坦部1bを根太51間に載置し、少なくとも傾斜帯部1aの端面下部を根太51間に予備嵌挿させ、予備圧縮させずに山形形成部を押込めば容易に展伸、嵌挿、拡設させることができ隙間抑制と面一性が確保されるのである。   In (c), a side flat portion 1b is provided on one side of the mountain-shaped plate-like heat insulating material 1, and a flat and rectangular inclined band portion 1a is formed on the other side. This is an example. The insertion method of this structure can be preliminarily inserted. For example, the side flat portion 1b is placed between the joists 51, and at least the lower end of the inclined band portion 1a is preliminarily fitted between the joists 51. If the angle forming portion is pushed in without inserting and pre-compressed, it can be easily expanded, inserted, and expanded, and gap suppression and uniformity are ensured.

実施例3
図3は、一山形板状断熱材1の別の実施例を示す断面図である。(a)は、該中央部の第1屈曲部1eが上面側に開口した展伸時閉脚溝30aと展伸連結部1fで構成され、他の2の第2屈曲部1eが、上面側に開口した1の展伸時開脚溝30bと下面側に開口した1の展伸時閉脚溝30aを相対向して形成させて相対向する該溝の狭窄部の肉繋ぎ部を展伸連結部1fとして構成された実施例で、この場合における展伸時の断熱材幅Aは、3の展伸連結部1fの中心部と短辺方向の端面までを結ぶ距離寸法に相当し予備嵌挿時の断熱材幅Bが構造材間寸法Vと同等以下であっても展伸時に拡設されて隙間抑制を可能とするのである。
Example 3
FIG. 3 is a cross-sectional view showing another embodiment of the single plate-shaped plate heat insulating material 1. (A) is composed of a stretched leg groove 30a having an opening on the upper surface side of the first bent portion 1e at the center and an extended connecting portion 1f, and the other two second bent portions 1e are on the upper surface side. The one extended leg opening groove 30b and the one extended leg closing groove 30a opened on the lower surface side are formed to face each other, and the meat connecting portions of the constricted portions of the grooves facing each other are extended and connected. In the embodiment configured as 1f, the heat insulating material width A at the time of expansion in this case corresponds to a distance dimension connecting the center portion of the three expansion connection portions 1f and the end surface in the short side direction, and at the time of preliminary insertion Even if the heat insulating material width B is equal to or less than the dimension V between the structural materials, the heat insulating material width B is expanded at the time of extension, and the gap can be suppressed.

(b)は、一山形板状断熱材1の別の実施例を示す断面図で、該中央部の第1屈曲部が下面側に開口した展伸時開脚溝30bと展伸連結部1fとで形成され、他の2の第2屈曲部が下面側に開口した展伸展伸時閉脚溝30aと展伸連結部1とで形成されている。このように1の断熱材1に少なくとも1の展伸時閉脚溝30aと1の展伸時開脚溝30bを形成させることにより断熱材1の曲げ弾性応力は緩和され可撓性に富んだ嵌挿し易い断熱材形態となる。また、本実施例とは対照的に、上面側に少なくとも1の展伸時閉脚溝30aと1の展伸時開脚溝30bを形成させることによっても同じ効果が得られる。又展伸時閉脚溝30aと展伸時開脚溝30bの開口底面部の断面形状を円弧状30cとすると開脚、閉脚が行いやすく望ましい。   (B) is sectional drawing which shows another Example of the mountain-shaped plate-shaped heat insulating material 1, Comprising: The extending | stretching leg opening groove 30b and the extended connection part 1f which the 1st bending part of this center part opened on the lower surface side are shown. And the other two second bent portions are formed by the extended leg closing groove 30a opened to the lower surface side and the extended connecting portion 1. Thus, by forming at least one extension closed leg groove 30a and one extension opening leg groove 30b in one heat insulating material 1, the bending elastic stress of the heat insulating material 1 is relieved and the fitting is rich in flexibility. It becomes a heat insulating material form that is easy to insert. In contrast to this embodiment, the same effect can be obtained by forming at least one extended leg closing groove 30a and one extended leg opening groove 30b on the upper surface side. Further, if the cross-sectional shape of the opening bottom portion of the extended leg closing groove 30a and the extended leg opening groove 30b is an arc shape 30c, it is preferable that the legs are easily opened and closed.

実施例4
図4は、台形山形板状断熱材10の頂部の中央帯部10aの両側方辺に傾斜帯部10bと側方平坦部10cを第1、第2屈曲部で連接させて設けた実施例である。(a)は、略中央部に平坦な中央帯部10aを設け,その両側辺の第1屈曲部1eが,上面側に開口した1の展伸時閉脚溝30aを設け、下面側に開口した2の展伸時開脚溝30bを相対向して形成させて、該閉脚溝30aと該開脚溝30bで狭窄された肉繋ぎ部からなる展伸連結部1fとからなり、他の2の第2屈曲部が、上面側に開口した1の展伸時閉脚溝30aを設け、下面側に開口した1の展伸時開脚溝30bを相対向して形成させて、その肉繋ぎ部からなる展伸連結部1fとからなる断面を表している。(b)は、(a)に示す構造材51間に予備嵌挿させた山形板状断熱材10の上方から仕上げ材60を配設させ、展伸、嵌挿、拡設させてなる断熱施工断面である。
Example 4
FIG. 4 is an embodiment in which an inclined band portion 10b and a side flat portion 10c are connected to each other on both sides of the central band portion 10a at the top of the trapezoidal chevron plate-shaped heat insulating material 10 by first and second bent portions. is there. In (a), a flat central belt portion 10a is provided at a substantially central portion, and the first bent portions 1e on both sides thereof are provided with one extension closed leg groove 30a opened on the upper surface side, and opened on the lower surface side. The extension leg opening groove 30b is formed opposite to each other, and the closing leg groove 30a and the extension connecting part 1f composed of a meat connecting portion narrowed by the opening leg groove 30b are provided. The second bent portion is provided with one extended leg closing groove 30a opened on the upper surface side, and one extended leg opening groove 30b opened on the lower surface side is formed to face each other. The cross section which consists of the extended connection part 1f which becomes. (B) is a heat insulation construction in which a finishing material 60 is disposed from above the angle plate-like heat insulating material 10 preliminarily inserted between the structural materials 51 shown in (a), and is expanded, inserted, and expanded. It is a cross section.

(c)は、(a),(b)に示す側方平坦部10cの上面に開口させた長辺方向に沿って形成される弾性凹溝3aの断面図である。凹溝3aの深さを長辺方向の端面から中央部に向けて浅くさせて、長辺方向の弾性凹溝3aの弾性を溝深さによって変化させ、長辺方向の構造材間の弾性保持力の強弱や弾性劣化を抑制させることができるのである。本例では、長辺方向の端面の深さを断熱材厚さTの2/3とし端面を1/2とし緩やかな円弧状を形成させている。本構成は、本発明の山形板状断熱材10に限定するものではなく、広く、従来の平板状や山形状の板状断熱材に形成される弾性凹溝や屈曲凹溝にも効果的に適用できる。   (C) is sectional drawing of the elastic ditch | groove 3a formed along the long side direction opened on the upper surface of the side flat part 10c shown to (a), (b). The depth of the concave groove 3a is made shallower from the end face in the long side direction toward the center, and the elasticity of the elastic concave groove 3a in the long side direction is changed according to the groove depth, so that the elastic retention between the structural members in the long side direction is maintained. It is possible to suppress the strength of strength and the deterioration of elasticity. In this example, the depth of the end face in the long side direction is 2/3 of the heat insulating material thickness T and the end face is halved to form a gentle arc shape. This configuration is not limited to the chevron plate-like heat insulating material 10 of the present invention, and is widely effective for elastic grooves and bent grooves formed on conventional plate-like and mountain-shaped plate heat insulating materials. Applicable.

実施例5
図5は、山形板状断熱材20の断面の全部が一山形状に形成されている実施例で、(a)は、その斜視図である。断熱材20の上面側の略中央部の屈曲部1eが、上面側に開口した1の展伸時閉脚溝30aと、下面側に開口した2の展伸時開脚溝30bを相対向させて形成させ、夫々の該溝間に狭窄された肉繋ぎ部からなる展伸連結部1とで構成させることにより曲げ弾性応力や可撓性が緩和され、その両側辺に下方に傾斜させた傾斜帯部20aを形成させている。さらに、その両側端面の上縁幅Uは下縁幅Tより大寸法とし、下縁幅Uを予備嵌挿させて、展伸、嵌挿、拡設させることで隙間抑制や面一性が確保されるのである。
Example 5
FIG. 5 is an embodiment in which the entire cross section of the chevron plate-like heat insulating material 20 is formed in a single mountain shape, and (a) is a perspective view thereof. The bent portion 1e at the substantially central portion on the upper surface side of the heat insulating material 20 is made to oppose one extended leg closed groove 30a opened on the upper surface side and two extended leg opened groove 30b opened on the lower surface side. Bending elastic stress and flexibility are eased by forming and forming the extended connecting portion 1 composed of a meat connecting portion narrowed between the grooves, and inclined bands inclined downward on both sides thereof The part 20a is formed. Furthermore, the upper edge width U of the both end faces is made larger than the lower edge width T, and the lower edge width U is pre-inserted and expanded, inserted, and expanded to ensure clearance suppression and uniformity. It is done.

又、(a)図の上面側には、本発明者らによる特許文献9に記載の長辺方向に平行な凹溝3aと非平行なV型の凹溝3eを形成させ、さらに凹溝3eの側面側を短辺方向と略平行に屈折させた凹溝3dを連続して形成させている。又、凹溝3a,3eには、不連続部2fを配し断熱材20の長辺、短辺、対角方向に圧縮弾性が発現できる構造とし、下面側には長辺に平行な凹溝3bを2条と高さ調整凸部1k(詳細は図10に図示)を3条設けた。この構成によって、柔軟性に乏しい発泡ポリスチレン等の硬質発泡合成樹脂からなる板状断熱材であっても、長辺、短辺、対角、高さの4方向の圧縮弾性が可能となり、嵌挿性や隙間抑制性が向上し、本発明の山形板状断熱材の機能がさらに増幅、向上するのである。   Further, on the upper surface side of the figure (a), a concave groove 3e parallel to the long side direction and a non-parallel V-shaped concave groove 3e described in Patent Document 9 by the present inventors are formed, and the concave groove 3e is further formed. A concave groove 3d is formed continuously by refracting the side surface side of the groove substantially parallel to the short side direction. Further, the grooves 3a and 3e are provided with discontinuous portions 2f so that compression elasticity can be exerted in the long side, short side, and diagonal direction of the heat insulating material 20, and the groove on the lower surface side is parallel to the long sides. Two strips 3b and three height-adjusting projections 1k (details are shown in FIG. 10) are provided. With this configuration, even in the case of a plate-like heat insulating material made of hard foam synthetic resin such as foamed polystyrene with poor flexibility, compression elasticity in four directions of long side, short side, diagonal, and height is possible. Thus, the function of the chevron plate heat insulating material of the present invention is further amplified and improved.

(b)は(a)のA矢視断面図で根太51間に予備嵌挿する際の寸法関係を示す。展伸時閉脚溝30aの開口寸法Zは断熱材が平板状に展伸された時、開口寸法Zが閉止しゼロとすると断熱材20の下方への逆山形に変形することが防止でき望ましい。又、2の展伸時開脚溝3bの間隔寸法Lは,断熱材厚み以下であって山形形成部を展伸させる際に生じる展伸時開脚溝3bを開脚させる応力の伝播囲内に形成させることが必要である。又、弾性凹溝3a,3b,3e,3は、主として、断熱材の幅、長さ、対角等に働く水平方向の力で圧縮弾性させるために形成させるのである。   (B) is a cross-sectional view taken along the arrow A in (a) and shows a dimensional relationship when preliminarily inserted between the joists 51. The opening dimension Z of the closed leg groove 30a at the time of expansion is desirable because when the heat insulating material is expanded in a flat plate shape, the opening dimension Z is closed and zero, so that it can be prevented from being deformed into an inverted mountain shape below the heat insulating material 20. Further, the distance L between the extension leg grooves 3b at the time of extension 2 is equal to or less than the thickness of the heat insulating material, and is within the propagation range of stress that causes the extension leg legs 3b to open when the angle forming portion is extended. It is necessary to form. The elastic grooves 3a, 3b, 3e, 3 are formed mainly for compressive elasticity by a horizontal force acting on the width, length, diagonal, etc. of the heat insulating material.

両側辺を下方に傾斜させた傾斜帯部20aの幅Yは、構造材間幅寸法Vの1/2とほぼ同等又は凹溝3a、3bが圧縮された状態で嵌挿された断熱材幅が構造材間幅寸法Vを上回ることがない範囲であることが望ましい。又、傾斜帯部20aの傾斜度θは、嵌挿する構造材間距離や断熱材の厚みや嵌挿作業性から選定されるが通常の根太用や屋根用断熱材や大引き断熱材では5度〜10度程度が成形性、保管性、展伸、嵌挿作業性から望ましい。   The width Y of the inclined band portion 20a in which both sides are inclined downward is substantially equal to 1/2 of the structural material width dimension V, or the width of the heat insulating material inserted in a state where the concave grooves 3a and 3b are compressed. A range that does not exceed the width V between the structural materials is desirable. In addition, the inclination θ of the inclined band portion 20a is selected from the distance between the structural members to be inserted, the thickness of the heat insulating material, and the insertion workability, but it is 5 for a normal joist, roof heat insulating material and large pulling heat insulating material. The degree of 10 to 10 degrees is desirable from the viewpoint of formability, storability, extension, and insertion workability.

そして、板状断熱材20の厚みRと高さ調整凸部1kの高さQは適用される根太51の最大高さと略等しいか又は幾分大きく設計している。また、板状断熱材20の下端間の幅(板状断熱材下端幅と称す)Tは、根太間隙間寸法Vより小寸法で、板状断熱材20の上端間の幅(板状断熱材上端幅と称す)Uが、根太間隙間寸法Vより大寸法で形成されている。   The thickness R of the plate-shaped heat insulating material 20 and the height Q of the height adjusting projection 1k are designed to be approximately equal to or somewhat larger than the maximum height of the joist 51 to be applied. The width between the lower ends of the plate-shaped heat insulating material 20 (referred to as the plate-shaped heat insulating material lower end width) T is smaller than the gap width V between the joists, and the width between the upper ends of the plate-shaped heat insulating materials 20 (plate-shaped heat insulating material). U) (referred to as the upper end width) is formed larger than the joist gap dimension V.

以上の寸法関係をまとめると次のごとくである。
板状断熱材20の全厚みS=板状断熱材20厚みR+高さ調整凸部1k高さQ
根太高さP≦板状断熱材20全厚みS
根太間幅寸法V
板状断熱材上端幅U
板状断熱材下端幅T
山形形成角度シータ
板状断熱材上端幅U>根太間幅寸法V>板状断熱材下端幅T
根太間幅寸法V>傾斜部分20aの幅Y×2
The above dimensional relationship is summarized as follows.
Total thickness S of the plate-like heat insulating material 20 = plate-like heat insulating material 20 thickness R + height adjusting convex portion 1k height Q
Joist height P ≦ plate-like heat insulating material 20 total thickness S
Joist width dimension V
Plate-like insulation top edge width U
Plate-like insulation lower end width T
Angle-shaped angle theta plate-like insulation upper end width U> joist width V> plate-like insulation lower end width T
Width between joists V> width Y × 2 of inclined portion 20a

(c)は、(a)の弾性凹溝3a,3bの弾性劣化や、断熱材が長辺方向に連結される際に弾性凹溝3a,3bも連結されることにより起こる凹溝内の空気流による断熱性低下を抑制させるために設ける不連続部2fの実施例を示す部分平面図である。不連続部2fの平面方向の肉厚が過大となると弾性応力が過大となり嵌挿作業性を低下させるため撓み易く成型しやすいことが重要で凹溝3aを引例にその形態例を示す。   (C) shows the air deterioration in the concave grooves 3a and 3b caused by the elastic deterioration of the elastic concave grooves 3a and 3b in FIG. It is a fragmentary top view which shows the Example of the discontinuous part 2f provided in order to suppress the heat insulation fall by a flow. If the thickness of the discontinuous portion 2f in the planar direction is excessive, the elastic stress becomes excessive and the insertion workability is deteriorated. Therefore, it is important that the discontinuous portion 2f is easily bent and molded.

(イ)は、凹溝3aを不連続部にする実施例で成型ビーズ樹脂が充填しやすい円弧状としている。(ロ)は、凹溝3aの両側の成型発泡圧力で三角山形に樹脂を充填させた例である。(ハ)は、成型時には不連続部2fを形成していない球状突起を凹溝3aに設けておき嵌挿時の嵌挿圧力で凹溝3aが圧縮、収縮されて球状突起部が実質的に不連続部2fを形成させる例である。(ニ)は、(ハ)の別の実施例で成型時には不連続部2fを形成していない三角山形状突起を凹溝3aに設けておき、嵌挿時の嵌挿圧力で凹溝3aが圧縮、収縮されて球状突起部が実質的に不連続部2fを形成させる例である。このように、構造材間に嵌挿され、凹溝3a,3b板状等が圧縮された場合に不連続部2fを形成させることも、又、不連続部2fが凹溝3a,3b,3c、3eの深さ方向を全閉せず深さの1/2程度の深さとする不連続部2fとすることも効果がある。   (A) is an embodiment in which the recessed groove 3a is a discontinuous portion and is formed in an arc shape that is easily filled with molded bead resin. (B) is an example in which a resin is filled in a triangular mountain shape with molding foam pressure on both sides of the groove 3a. In (c), spherical protrusions that do not form the discontinuous portions 2f are formed in the concave grooves 3a during molding, and the concave grooves 3a are compressed and contracted by the insertion pressure at the time of insertion, so that the spherical protrusions are substantially This is an example of forming the discontinuous portion 2f. In (d), in another embodiment of (c), a triangular protrusion having no discontinuous portion 2f is formed in the concave groove 3a at the time of molding, and the concave groove 3a is formed by the insertion pressure at the time of insertion. In this example, the spherical protrusions are substantially compressed and contracted to form the discontinuous portions 2f. As described above, the discontinuous portion 2f can be formed when the grooves 3a, 3b and the like are compressed by being inserted between the structural members, and the discontinuous portion 2f is also formed in the concave grooves 3a, 3b, 3c. It is also effective to use the discontinuous portion 2f having a depth of about 1/2 of the depth without fully closing the depth direction of 3e.

実施例6
図6は、別の山形板状断熱材の実施例である。(a)は、山形板状断熱材20の断面の全部が一山山形状で形成され、上面の頂部には上方に開口した1の展伸時閉脚溝と下面には1の展伸時開脚溝を相対向させて形成させ、展伸連結部4hが断熱材の厚みの略中心線上に形成させている。この構成とすることにより、(b)に示す如く、構造材間に展伸、嵌挿させると、展伸時閉脚溝30aは展伸連結部4hを中心に展伸され開口幅Zが概ゼロ寸法に閉止され、平板状をなす。これに相対向する展伸時開脚溝30bは、展伸時閉脚溝の開口幅Zと概ね等しい幅寸法で開脚し、板状断熱材20は構造材間に平板状で、密接状に嵌挿される。
Example 6
FIG. 6 is an example of another chevron plate-shaped heat insulating material. In (a), the entire cross-section of the chevron plate-like heat insulating material 20 is formed in a mountain-like shape, and at the top of the top surface is one closed leg groove at the time of extension, and at the bottom is opened at the time of one extension. The leg grooves are formed so as to face each other, and the extended connecting portion 4h is formed on a substantially center line of the thickness of the heat insulating material. With this configuration, as shown in (b), when extended and inserted between structural materials, the closed leg groove 30a is extended around the extended connecting portion 4h and the opening width Z is substantially zero. It is closed to the dimensions and forms a flat plate. The extended leg opening groove 30b opposite to this is opened with a width dimension substantially equal to the opening width Z of the extension closed leg groove, and the plate-like heat insulating material 20 is flat between the structural materials. Inserted.

(c)は、台形山形板状断熱材40の実施例を示す断面図で、上面の中央帯部を頂部とする2の第1屈曲部には、上方に開口した1の展伸時閉脚溝30aと下面には2の展伸時開脚溝30bを相対向して形成させている。(d)は、(c)の構成で構造材間に展伸、嵌挿させた施工断面図である。   (C) is sectional drawing which shows the Example of the trapezoidal mountain-shaped plate-shaped heat insulating material 40, Comprising: The 1st bending part at the time of expansion | extension opened to the 2nd 1st bending part which makes the center strip | belt part of an upper surface a top part On the lower surface of 30a, there are formed two extending leg grooves 30b opposite to each other. (D) is the construction sectional drawing extended and inserted between structural materials by the composition of (c).

実施例7
図7は、第1屈曲部に、上面に開口する長辺に略平行な展伸時閉脚溝41aである切り溝を1設け、第2屈曲部には、下面に開口する長辺に略平行な展伸時閉脚溝41aである切り溝を2設け、更に、該切り溝を設けた反対面に該溝と略平行な帯状の補強材45を貼付した一山形板状断熱材の断面図である。
Example 7
In FIG. 7, the first bent portion is provided with one kerf that is a closed leg groove 41a substantially parallel to the long side opened on the upper surface, and the second bent portion is substantially parallel to the long side opened on the lower surface. 2 is a cross-sectional view of a mountain-shaped plate-like heat insulating material in which two cut grooves that are the closed leg grooves 41a are provided, and a band-shaped reinforcing material 45 that is substantially parallel to the grooves is attached to the opposite surface where the cut grooves are provided. is there.

(a)は、第1屈曲部が上面の略中央部に開口する展伸時開脚溝41aである切り溝をニクロム線又は鋸刃でカットし、該切り溝深さを除く断熱材の肉繋ぎ部からなる展伸連結部1fを設け、第2屈曲部が下面に開口した展伸時閉脚溝41aである切り溝をニクロム線又は鋸刃でカットし、該切り溝深さを除く断熱材の肉繋ぎ部からなる展伸連結部1fを設けている。さらに、構造材間への嵌挿時に一山形状に屈曲させた時、展伸連結部1fの破断・分離を防止する補強テープ45を切り溝の反対面に貼着させて、傾斜帯部40aと側方平坦部40bを形態保持性のある平板状に連結一体化させている。又、側方平坦部40bには弾性凹溝3a,3bを形成させて嵌挿時の幅方向の圧縮弾性を可能としている。該切り溝の深さは、断熱材厚みの2/3程度で1/3程度が展伸連結部1fの肉厚部となる。又、切り溝幅は、1、5mm以下が望ましく、3の切り溝間のピッチ寸法は傾斜帯部40aの形成幅によって決定されるが、大引き断熱材では300mm以下が屈曲性や嵌挿作業性から望ましい。   (A) cuts the kerf which is the spread leg groove 41a with the first bent part opened in the substantially central part of the upper surface with a nichrome wire or a saw blade, and removes the kerf depth A heat insulating material provided with an extended connecting portion 1f composed of a connecting portion, and a cut groove which is a closed leg groove 41a having a second bent portion opened on the lower surface is cut with a nichrome wire or a saw blade, and the cut groove depth is removed. An extension connecting portion 1f composed of a meat connecting portion is provided. Furthermore, when bending into a single shape when inserting between structural members, a reinforcing tape 45 for preventing breakage / separation of the extended connecting portion 1f is adhered to the opposite surface of the groove, and the inclined band portion 40a. And the side flat portion 40b are connected and integrated into a flat plate shape having shape retention. Further, elastic concave grooves 3a and 3b are formed in the side flat portion 40b to enable compression elasticity in the width direction when being inserted. The depth of the kerf is about 2/3 of the thickness of the heat insulating material, and about 1/3 is the thick part of the extended connecting portion 1f. The kerf width is preferably 1,5 mm or less, and the pitch dimension between the three kerfs is determined by the formation width of the inclined band portion 40a. Desirable from sex.

これらの山形板状断熱材40は、主として押出発泡ポリスチレン等の柔軟性に乏しく、型内成形が不可である硬質発泡樹脂製断熱材を山形板状断熱材とすることに適用される。これらの山形板状断熱材40の生産時には、(a)に示す平板状の板状断熱材40に形成させておくことによって、保管性や搬送性を高めることが出来る。更に、断熱施工時には、(b)に示す、第1、第2屈曲部を一山形状に屈曲させ、山形板状断熱材40の幅を狭小化させ、予め、大引き材の下面側に止着係止させた面一支承具70(図11〜図15に図示)上に予備嵌挿させている。   These chevron plate-shaped heat insulating materials 40 are mainly applied to a hard plate resin heat insulating material, such as extruded polystyrene foam, which has poor flexibility and cannot be molded in the mold, as a chevron plate heat insulating material. At the time of production of these chevron plate-shaped heat insulating materials 40, storage property and transportability can be improved by forming the plate-shaped plate heat insulating materials 40 shown in (a). Furthermore, at the time of heat insulation construction, the first and second bent portions shown in (b) are bent into a single mountain shape, the width of the mountain-shaped plate-like heat insulating material 40 is narrowed, and is previously stopped on the lower surface side of the large pulling material. It is preliminarily fitted and inserted on the surface-supporting tool 70 (shown in FIGS. 11 to 15) that is locked.

第1,2屈曲部を屈曲させて山形形成部を形成させる時、展伸連結部1fは展伸時閉脚溝41aが開脚し破断状43をなすが、該閉脚溝41aの反対面に相対向して貼着する補強材45である帯状の補強テープによって破断・分離は防止される。帯状の粘着テープ45は、布状材と一体化させた粘着テープ(俗称:ガムテープ)が破断強度や粘着性から望ましい。又、帯状の補強材45は、切り溝の長さと同長であることが望ましいが、必ずしも同長である必要はなく、それより短くてもよく、切り溝の方向に連続していてもよく、非連続であってもよいが非連続部分が少ないことは、連結強度やと経時変化による剥離防止上好ましくない。   When the first and second bent portions are bent to form the mountain-shaped forming portion, the extension connecting portion 1f has a leg 43 that is opened when the extension is closed, and forms a rupture 43, but is opposed to the opposite surface of the closing leg groove 41a. Breakage / separation is prevented by the belt-like reinforcing tape which is the reinforcing member 45 attached in the direction. The belt-like adhesive tape 45 is preferably an adhesive tape (common name: gum tape) integrated with a cloth-like material because of its breaking strength and adhesiveness. The strip-shaped reinforcing member 45 is preferably the same length as the kerf, but is not necessarily the same length, and may be shorter or continuous in the direction of the kerf. Although discontinuous may be used, a small number of discontinuous portions is not preferable in terms of connection strength and prevention of peeling due to changes over time.

本実施例の別の実施態様例として、断熱材の上面の略中央部の頂部に第1屈曲部が展伸時閉脚溝41aである切り溝と展伸連結部1fで構成されると共に、該切り溝と相対向する反対面である下面に、該切り溝と略平行に帯状の補強材を貼付させて、さらに、その両側辺に傾斜帯部40aを形成させて、該断熱材の短辺方向の断面構造の全部を一山形板状断熱材とすることによって発明の効果が発揮されるので望ましく、かくして、従来の大引き用等の大寸法の平板状板状断熱材のマテハン性や嵌挿作業性等の向上と隙間抑制等の断熱上の課題が解決されるのである。   As another embodiment example of the present embodiment, the first bent portion is formed by a cut groove which is a closed leg groove 41a at the time of extension and the extension connecting portion 1f at the top of the substantially central portion of the upper surface of the heat insulating material, A strip-shaped reinforcing material is affixed to the lower surface, which is the opposite surface opposite to the kerf, and further, inclined band portions 40a are formed on both sides thereof, and the short side of the heat insulating material. It is desirable that the entire cross-sectional structure in the direction is a single plate-like plate-like heat insulating material, so that the effect of the invention is exhibited. Thus, the material handling property and fitting of a large-sized flat plate-like heat insulating material for conventional large pulling etc. Problems in heat insulation such as improvement in insertion workability and suppression of gaps are solved.

(c)は、面一支承具70によって支承させて予備嵌挿させた山形板状断熱材40上に仕上げ材60を配設して該断熱材40を展伸、拡設させ構造材間に面一化させた断面図で、展伸時閉脚溝41が閉脚することで下方に逆反りすることを防止し、面一支承具70の上方への弾性によって仕上げ材60との隙間抑制がなされるのである。該山形板状断熱材40は、屈曲させて山形を形成させて嵌挿時の断熱材幅を狭小化することが可能であり、平板状とする断熱材幅は構造材間の幅寸法より大寸法とすることが断熱気密性の確保面から望ましい。 (C) shows that a finishing material 60 is disposed on a chevron plate-like heat insulating material 40 that is supported and pre-inserted by a flat surface support 70 so that the heat insulating material 40 is expanded and expanded so that it is between the structural materials. In the cross-sectional view made uniform, the closed leg groove 41 is prevented from being bent downward by being closed, and the gap with the finishing material 60 is suppressed by the upward elasticity of the flat support 70. It is. The chevron plate-like heat insulating material 40 can be bent to form a chevron shape, and the heat insulating material width at the time of insertion can be narrowed. The flat heat insulating material width is larger than the width between the structural materials. It is desirable to make the dimensions from the viewpoint of ensuring heat insulation and airtightness.

実施例8
図8は、上面に通気凹部85を設けた屋根用の通気層付山形板状断熱材80の断面構造を示す実施例である。(a)は、通気凹部85を設けた板状断熱材80の斜視図で、上面の通気凹部85の中央部の頂部の第1屈曲部1eには、上面に開口する1の展伸時閉脚溝30aを設け、両側方辺には通気凹部85の底部からなる傾斜帯部80aを連接させ,下面には、展伸時閉脚溝30aに相対向させて2の展伸時開脚溝30bを設け、その間の狭窄された肉厚部を展伸連結部1fとして形成させている。
Example 8
FIG. 8 is an example showing a cross-sectional structure of a mountain-shaped plate-shaped heat insulating material 80 with a ventilation layer for a roof provided with a ventilation recess 85 on the upper surface. (A) is a perspective view of the plate-shaped heat insulating material 80 provided with the ventilation recess 85, and the first bent portion 1e at the top of the central portion of the ventilation recess 85 on the upper surface is closed with one closed leg at the time of opening on the upper surface. A groove 30a is provided, and an inclined belt portion 80a composed of a bottom portion of the ventilation recess 85 is connected to both sides, and two extension leg-opening grooves 30b are formed on the lower surface so as to be opposed to the extension closing leg groove 30a. And a narrowed thick portion therebetween is formed as the extended connecting portion 1f.

さらに、通気凹部85の両側方辺の底面部部には2の第2屈曲部1eを設け、夫々は、上面に開口する1の展伸時開脚溝30bを、下面に、略相対向させて1の展伸時閉脚溝30aを設けて、その間の狭窄部を展伸連結部1fとして形成させている。この第2屈曲部1eに連接させて両側方辺に側方平坦部80bを形成し嵌挿時の幅方向に圧縮弾性させる弾性凹溝3bが形成されている。   Further, two second bent portions 1e are provided on the bottom surface portions on both sides of the ventilation recess 85, and each of them has one extending leg groove 30b opened on the upper surface substantially opposite to the lower surface. The extension leg closing groove 30a is provided, and the constriction portion therebetween is formed as the extension connecting portion 1f. An elastic groove 3b is formed which is connected to the second bent portion 1e to form a side flat portion 80b on both sides and to compressively elastically move in the width direction when inserted.

本構造とすることにより、従来の人為的に幅方向に圧縮収縮させていた嵌挿方法によらずに、構造材間に山形板状断熱材80を予備嵌挿させることが可能で、展伸、嵌挿させることにより、幅方向に拡設され、構造材間との隙間は抑制され望ましい断熱構造が形成されるのである。本通気凹部85を設けた板状断熱材80は、太陽光線等の外気温を断熱すると共に、通気凹部85を壁等や棟の通気層に連結させることによりさらに望ましい断熱構造が形成されるのである。   By adopting this structure, it is possible to pre-insert the chevron plate-shaped heat insulating material 80 between the structural materials without using the conventional artificially compressing and shrinking method in the width direction. By inserting, the gap is expanded in the width direction and the gap between the structural members is suppressed, and a desirable heat insulating structure is formed. The plate-like heat insulating material 80 provided with the ventilation recess 85 insulates the outside air temperature such as sunlight, and a more desirable heat insulation structure is formed by connecting the ventilation recess 85 to a ventilation layer of a wall or a building. is there.

(b)は、予備嵌挿された断熱材80上に仕上げ材である野地板を配設させて展伸、嵌挿、拡設されて形成された通気層付屋根断熱の断熱構造を示す断面図である。このように、屋根等の高所作業を伴う断熱材施工工事にあって、構造材間に簡便に予備嵌挿し、その状態で仕上げ材60が配設できることは断熱性のみならず安全性の確保も可能となるのである。   (B) is a cross section showing a heat insulating structure of a roof insulation with a ventilation layer formed by disposing, inserting, and expanding a base plate as a finishing material on a pre-inserted heat insulating material 80. FIG. As described above, in the construction work of the heat insulating material accompanied with the work at a high place such as the roof, it is easy to pre-insert between the structural materials, and the finishing material 60 can be disposed in this state to ensure not only the heat insulation but also the safety. Is also possible.

実施例9
図9は、一山山形板状断熱材20を引例に、断熱材の長辺方向の両側端に形成される断熱材間の接続部の断熱気密性を向上させる相欠り構造を示すと共に、下面側に短辺方向と長辺方向の側端に平行な高さ調整凸部1kと、該凸部1kに周設させて歪吸収凹部1mを形成させた高さ調整構造を示す下面方向から見た斜視図である。
Example 9
FIG. 9 shows a phased structure that improves the heat-insulating airtightness of the connecting portion between the heat insulating materials formed on both side ends in the long side direction of the heat insulating material, taking the mountain-shaped plate-shaped heat insulating material 20 as an example, From the lower surface direction showing a height adjustment convex portion 1k parallel to the side edges in the short side direction and the long side direction on the lower surface side, and a height adjustment structure formed around the convex portion 1k to form the strain absorbing concave portion 1m. FIG.

(a)は、図5に示す一山山形板状断熱材20の長辺方向の1側端の傾斜帯部20aに相欠り凸部20cを設け、下面には短辺方向と長辺方向に平行で、非連続の高さ調整凸部1kを設け、該凸部1kに周設させた歪吸収凹部1mを設けた斜視図である。高さ調整凸部1kは、断熱材高さを構造材高さと略同等にするときに圧縮変形されるが、周設される歪吸収凹部1mによって、該凸部1kの圧縮率が緩和され、長期に安定した高さが維持されるのである。   (A) is provided with a staggered convex portion 20c on the inclined band portion 20a at one end in the long side direction of the mountain-shaped plate-like heat insulating material 20 shown in FIG. 5, and the short side direction and the long side direction on the lower surface. Is a perspective view in which a discontinuous height adjustment convex portion 1k is provided, and a strain absorbing concave portion 1m provided around the convex portion 1k is provided. The height adjustment convex portion 1k is compressed and deformed when the heat insulating material height is made substantially equal to the structural material height, but the compressibility of the convex portion 1k is relaxed by the strain absorbing concave portion 1m provided around, A stable height is maintained for a long time.

非連続に形成される高さ調整凸部1kと歪吸収凹部1mは、矩形状でも、長円形状でも、円状でも経常的には特に限定するものではないが、形成位置は、少なくとも、根太断熱材の場合は、通常、断熱材20の長辺方向の両端面の他の断熱材との接続部には大引き材が敷設されているので、大引き上に載置される位置に高さ調整凸部1kと周設させた歪吸収凹部1mが形成されることが必要である。又、高さ調整凸部1kを傾斜帯部20aの外側端面の下方延長線上に突出させて形成させる場合(図1、3、5等にも図示)に限って、その外側端面に歪吸収凹部1mを形成できないが該凸部1kの内側には歪吸収凹部1mを形成させることで同等の性能を有することが出来る。   The height adjustment convex part 1k and the strain absorbing concave part 1m that are formed discontinuously are not particularly limited in a rectangular shape, an oval shape, a circular shape, or a regular shape, but the formation position is at least a joist. In the case of a heat insulating material, usually, a large pulling material is laid at the connecting portion with the other heat insulating material on both end surfaces in the long side direction of the heat insulating material 20, so that the high pulling material is placed at a position where it is placed on the large pulling. It is necessary to form a strain absorbing concave portion 1m that is provided around the height adjusting convex portion 1k. In addition, the strain absorbing concave portion is formed on the outer end surface only when the height adjusting convex portion 1k is formed so as to protrude on the lower extension line of the outer end surface of the inclined band portion 20a (also shown in FIGS. 1, 3, 5, etc.). Although 1 m cannot be formed, equivalent performance can be obtained by forming a strain absorbing recess 1 m inside the protrusion 1 k.

(b)は、(a)に図示した1側端の反対側の側端の下面方向からの斜視図で、傾斜帯部20aに相欠り凹部20dを設け、下面には(a)に図示した、非連続の高さ調整凸部1kと該凸部に周設させた歪吸収凹部1mを設けている。該相欠り凹部20dに(a)に示す相欠り凸部20cが密接状に嵌挿され、断熱材20の長辺方向の両側端面の断熱性は確保されるのである。   (B) is a perspective view from the lower surface direction of the side end opposite to the one side end illustrated in (a), and a phase recess 20d is provided in the inclined band portion 20a, and the lower surface is illustrated in (a). The discontinuous height adjusting convex portion 1k and the strain absorbing concave portion 1m provided around the convex portion are provided. The phase notch 20c shown in (a) is closely fitted into the phase notch 20d, and the heat insulating properties of both end faces in the long side direction of the heat insulating material 20 are ensured.

(c)は、(a)の高さ調整凸部1kと周設される歪吸収凹部1mのA矢視図で、断面形状例を示している。(イ)は、先端が楔状に形成されており、断熱材下面よりh1の高さで高さ調整凸部1kが突出され、h2の深さで歪吸収凹部1mが周設されている。該凸部1kの幅寸法は5mm以上、15mm未満が圧縮されやすく望ましい。該凹部1mの深さは、該凸部1kの高さと同等以下が成形性から望ましく、周設幅は1mm以上、5mm以下が望ましい。(ロ)は、矩形柱状に形成されており、(ハ)は、先端が円弧状に形成されているが特に限定されない。又、複数の山形板状断熱材20を積層、保管させる際に、下面側の高さ調整凸部1kの形成位置と相対向する上面側に、高さ調整凸部1kを概収納させる収納凹部を設けると、高さ調整凸部1kの折れ等が防止でき望ましい。   (C) is the A arrow directional view of the height adjustment convex part 1k of (a) and the distortion | strain absorption recessed part 1m provided around, and has shown the cross-sectional shape example. In (A), the tip is formed in a wedge shape, the height adjusting projection 1k protrudes from the lower surface of the heat insulating material at a height of h1, and the strain absorbing recess 1m is provided around the depth of h2. The width of the convex portion 1k is preferably 5 mm or more and less than 15 mm because it is easily compressed. The depth of the concave portion 1m is desirably equal to or less than the height of the convex portion 1k from the viewpoint of moldability, and the circumferential width is desirably 1 mm or more and 5 mm or less. (B) is formed in a rectangular column shape, and (C) is not particularly limited, although the tip is formed in an arc shape. In addition, when stacking and storing a plurality of chevron plate-like heat insulating materials 20, a storage recess for roughly storing the height adjustment convex portion 1k on the upper surface side opposite to the formation position of the height adjustment convex portion 1k on the lower surface side. It is desirable to prevent the height adjustment convex portion 1k from being broken.

実施例10
図10は、図9に類似する実施例の内、下面側に短辺方向と長辺方向に平行で、連続して形成される高さ調整凸部1kを3条設け、該凸部1kに周設させて連続的に形成させた歪吸収凹部1mを形成させた斜視図である。(a)は、一山山形板状断熱材20の長辺方向の1側端の傾斜帯部20aに相欠り凸部20cを設けている。(b)は、(a)の他の長辺方向の1側端の傾斜帯部20aに相欠り凹部20dを設けている。傾斜帯部20aの側端近傍には幅方向の圧縮弾性が可能な弾性凹溝3aを形成させている。高さ調整凸部1kを連続凸条で形成させる他の利点は、断熱材20長辺方向に沿って発生しやすい断熱材の下方への垂れ現象を防止する梁強度が増加され長辺方向のたれが防止できることにある。また、下面の中央部に形成される高さ調整凸部1kに周設させる歪吸収凹部1mと展伸時開脚溝30bが兼ねる構造例を示している。
Example 10
FIG. 10 shows an embodiment similar to FIG. 9, in which three height-adjusting convex portions 1 k that are continuously formed parallel to the short side direction and the long side direction are provided on the lower surface side. It is the perspective view which formed the distortion | strain absorption recessed part 1m which was made to circulate and was formed continuously. (A) is provided with a staggered convex portion 20c on an inclined band portion 20a on one side end in the long side direction of the mountain-like plate-shaped heat insulating material 20. (B) is provided with a phase recess 20d in an inclined band portion 20a at one side end in the other long side direction of (a). An elastic groove 3a capable of compressive elasticity in the width direction is formed in the vicinity of the side end of the inclined band portion 20a. Another advantage of forming the height-adjusting convex portion 1k with continuous ridges is that the strength of the beam that prevents the drooping phenomenon of the heat insulating material that tends to occur along the long side direction of the heat insulating material 20 is increased, and the long side direction is increased. This is to prevent sagging. In addition, a structure example is shown in which the strain absorbing concave portion 1m provided around the height adjusting convex portion 1k formed at the center portion of the lower surface serves as the extended leg groove 30b.

実施例11
図11の(a)は、例えば、薄肉鋼板(0.6mm)のプレス加工品からなる面一支承具70の斜視図であって、構造材の下面側から止着係止させる幅60mmからなる止着係止部70aに連接させて左右に形成される弾性支承腕部70hとその先端部には、板状断熱材(すなわち、山形板状断熱材及び/又は、平板状断熱材)の下面を支承する支承部70cが夫々形成されている。弾性支承腕部70hには可撓性と弾性反発力が得られ、止着係止部70aに過大の下方への剥離力を減ずるため、肉盗み部70pが設けられている。止着係止部70aには、釘等の係止具を用いて係止する為の係止用の釘穴70gと打ち抜きの釘部70dが設けられ、構造材((c)図で50a,又は、(b)図で50b)の下面に、面一支承具70の止着係止部70を容易に止着係止できる構造となっている。
Example 11
FIG. 11 (a) is a perspective view of a surface-equipped support 70 made of a pressed product of a thin steel plate (0.6 mm), for example, and has a width of 60 mm that is fastened and locked from the lower surface side of the structural material. An elastic bearing arm 70h formed on the left and right sides connected to the fastening and engaging portion 70a and the tip thereof have a bottom surface of a plate-like heat insulating material (that is, a mountain-shaped plate heat insulating material and / or a flat plate heat insulating material). Are respectively formed. The elastic support arm portion 70h is provided with flexibility and an elastic repulsive force, and a meat stealing portion 70p is provided in order to reduce an excessive downward peeling force on the fastening engagement portion 70a. The fastening locking portion 70a is provided with a locking nail hole 70g for locking with a locking tool such as a nail and a punching nail portion 70d. Or it has the structure which can carry out the attachment locking part 70 of the flush support tool 70 on the lower surface of 50b) in FIG.

又、(b)は、構造材である大引き材の断面寸法が90mm角である場合の実施例で、(c)は、大引き材の断面寸法が105mm角である場合の実施例を表している。このように大引き材の断面寸法が異なる場合であっても、用いる面一支承具70は、同一寸法のものが使用できる。支承部70c上に仮載置された板状断熱材1が床材60等の仕上げ材を配設させ、上方から押圧することによって弾性支承腕部70hが弾性変形し構造材間に略面一に嵌挿、支承されるのであり、図11(b)、(c)は、これらの断面構造の例を現している。このように、構造材(50a、又は50b)間に、厚みの異なる板状断熱材1を配設させた場合であっても、板状断熱材の上面(すなわち仕上げ材60の下面)と構造材の上面とは、略面一に長期安定して嵌挿、敷設でき、施工性も優れるのである。   (B) is an example when the cross-sectional dimension of the large pulling material, which is a structural material, is 90 mm square, and (c) is an example when the cross-sectional dimension of the large pulling material is 105 mm square. ing. Thus, even when the cross-sectional dimensions of the large pulling material are different, the same surface supporting tool 70 to be used can be of the same size. The plate-like heat insulating material 1 temporarily placed on the support portion 70c disposes a finishing material such as the flooring 60 and presses it from above, so that the elastic support arm portion 70h is elastically deformed and is substantially flush between the structural materials. 11 (b) and 11 (c) show examples of these cross-sectional structures. Thus, even when the plate-shaped heat insulating materials 1 having different thicknesses are disposed between the structural materials (50a or 50b), the upper surface of the plate-shaped heat insulating material (that is, the lower surface of the finishing material 60) and the structure The upper surface of the material can be inserted and laid stably over a long period of time and is excellent in workability.

支承部70cの形状は特に限定されるものではなく、仮載置させた板状断熱材を嵌挿時に押し圧する時、板状断熱材の下面との間に滑性が得られ板状断熱材内部に食い込むことなく弾性支承腕部70hが板状断熱材の厚みに応じて下方に弾性変形するのを阻害させない形状であれば円弧状でも、への字形でもよい。又、面一支承具を構造材に止着係止した時の支承部の高さは、少なくとも、構造材の天面以下の高さで望ましくは、5mm以上更に望ましくは15mm以上とすることにより、断熱材の仮載置の位置決め時に断熱材の下面の一部が構造材間に嵌挿されることになり、そのままで仕上げ材を配設、被冠すれば仕上げ材の自重で容易に面一位置に嵌挿されるのである。   The shape of the support portion 70c is not particularly limited, and when the temporarily placed plate-like heat insulating material is pressed during insertion, the plate-like heat insulating material can be obtained with a sliding property with the lower surface of the plate-like heat insulating material. As long as the elastic supporting arm portion 70h does not obstruct the elastic deformation of the elastic supporting arm portion 70h downward depending on the thickness of the plate-like heat insulating material without digging into the inside, it may be arcuate or square-shaped. Further, the height of the support portion when the flush support is fixed to the structural material is preferably at least 5 mm or more, more preferably 15 mm or more at the height below the top surface of the structural material. When positioning the temporary placement of the heat insulating material, a part of the lower surface of the heat insulating material is inserted between the structural materials, and if the finishing material is arranged and covered as it is, it is easily flush with the weight of the finishing material. It is inserted into the position.

実施例12
図12の(a)は、面一支承具70の止着係止部70aの止着幅を伸縮可能とした構造の斜視図で
ある。この例では、伸縮可能な構造の1例として、止着係止部70aの略中央部にV字形の伸縮溝70mを設けて構造材の下面幅寸法に応じて、伸縮可能とした。伸縮構造は、本図に限定するものではなく構造材の下面幅に応じて、略伸縮できる構造のものであれば特に限定するものではない。(b)は、大引き材50bが90mm角の実施例でV字形の伸縮溝70mは、伸縮されずに大引き材50bに止着係止させている。この状態で、板状断熱材1を支承部7cに仮載置させて、仕上げ材60を配設させて面一とした断面図である。(c)は、大引き材50bが105mm角の実施例でV字形の伸縮溝70mを伸展させて止着係止した後、断熱材1を支承部7c上に仮載置させて、仕上げ材60を配設させ面一とした断面図である。
Example 12
12A is a perspective view of a structure in which the fastening width of the fastening locking portion 70a of the flush bearing 70 can be expanded and contracted. In this example, as an example of a structure that can be expanded and contracted, a V-shaped expansion and contraction groove 70m is provided in a substantially central portion of the fastening engagement portion 70a so that the structure can be expanded and contracted according to the bottom surface width dimension of the structural material. The stretchable structure is not particularly limited as long as the stretchable structure has a structure that can be substantially stretched according to the bottom surface width of the structural material. (B) is an example in which the large pulling member 50b is 90 mm square, and the V-shaped expansion / contraction groove 70m is fixedly locked to the large pulling member 50b without being expanded or contracted. In this state, the plate-like heat insulating material 1 is temporarily placed on the support portion 7c, and the finishing material 60 is disposed so as to be flush with each other. (C) is an example in which the large pulling material 50b is 105 mm square and the V-shaped expansion / contraction groove 70m is extended and fixedly locked, and then the heat insulating material 1 is temporarily placed on the support portion 7c to finish the finishing material. It is sectional drawing which arrange | positioned 60 and was made into the same surface.

実施例13
図13は、板状断熱材1を大引き材からなる構造材間に面一に嵌挿させる面一支承具70の斜視図と断面図である。(a)は、寸法の異なる大引き材50a(105mm角材で左図に示す),50b(95mm角材で右図に示す)の下面に1種類の同一形状、同一寸法の面一支承具70を抱着、止着させて、断熱材厚さの異なる断熱材1を構造材間(50aや50b)に仮載置し、仕上げ材を配設し略面一構造とする模し図である(仕上げ材は省略)。このように、大引き材の寸法や、断熱材厚みが異なる場合であっても一種類の面一支承具70で面一構造を形成させることが出来るのである。さらに、面一支承具70の抱着、止着が構造材の下面側から可能としているため、特許文献1,2の止め金具が抱えている床鳴りの課題も解決するのである。また、構造材の建て込み施工前、施工後においても随意取付けが可能で施工性の合理化が図れる。
Example 13
FIG. 13 is a perspective view and a cross-sectional view of a surface-equipped support device 70 in which the plate-like heat insulating material 1 is fitted between the structural members made of a large pulling material. (A) shows one surface of the same shape and the same size of the same support 70 on the lower surface of the large pulling members 50a (105mm square material shown in the left figure), 50b (95mm square material shown in the right figure) having different dimensions. It is a schematic view in which a heat insulating material 1 having a different heat insulating material thickness is temporarily placed between structural materials (50a and 50b) by being attached and fastened, and a finishing material is disposed to form a substantially flush structure ( Finishing material is omitted). In this way, even if the size of the large pulling material and the thickness of the heat insulating material are different, a one-surface structure can be formed with one type of one-surface support 70. Furthermore, since the flat support 70 can be attached and fastened from the lower surface side of the structural material, the problem of the ringing of the clasps of Patent Documents 1 and 2 is solved. In addition, it is possible to attach it arbitrarily before and after the construction of the construction material, and rationalize the workability.

(b)の(イ)は、面一支承具70の斜視図であって、止着係止部70aが該構造材下面から抱着する抱着部(本図では止着係止部70aの両端の円弧状の挟持部70bに繋がる折曲部を指す)と構造材両側面を挟持する挟持部70bとからなり、止着係止部70aに連接して板状断熱材の支承高さを自在に調整可能な弾性支承腕部70hと、断熱材の下面を支承する支承部70cから構成されている。この抱着部と挟持部70bとは、図面に示すように、面一支承具70の止着係止部70aに連接して左右に形成される弾性支承腕部70hを内面側に屈曲させ、さらに、この弾性支承腕部70hの止着係止部70a寄りの中間位置で外側面に屈曲させた構造としている。この構造により、該構造材を下面側から抱着し、構造材両側面が挟持できることとなる。
さらに、止着係止部70aには、釘穴や一部を釘状に立設させたプレス加工の釘刃70dを設け、挟持部70bにも、挟持部70bの一部を釘状に立設させた釘刃70eの止着手段を付加させることも可能である。又、抱着部と挟持部70bの挟持力だけでも止着係止が可能で釘や釘刃は必須ではない。
(B) (a) is a perspective view of the flush support 70, in which the fastening locking portion 70a is held from the lower surface of the structural member (in this figure, the fastening locking portion 70a). A bent portion connected to the arcuate sandwiching portion 70b at both ends) and a sandwiching portion 70b sandwiching both side surfaces of the structural material. The support height of the plate-like heat insulating material is connected to the fastening locking portion 70a. The elastic support arm portion 70h can be freely adjusted, and the support portion 70c supports the lower surface of the heat insulating material. As shown in the drawing, the hugging portion and the clamping portion 70b bend the elastic support arm portion 70h formed on the left and right sides connected to the fastening and locking portion 70a of the flush support 70 to the inner surface side, Further, the elastic support arm portion 70h is bent to the outer surface at an intermediate position near the fastening and locking portion 70a. With this structure, the structural material can be attached from the lower surface side, and both side surfaces of the structural material can be held.
Further, the fastening / engaging portion 70a is provided with a nail blade 70d for press working in which a nail hole or a part thereof is erected in a nail shape, and a part of the clamping portion 70b is also erected in a nail shape on the clamping portion 70b. It is also possible to add fastening means for the provided nail blade 70e. Further, the fastening and locking can be performed only by the clamping force between the hugging portion and the clamping portion 70b, and a nail or a nail blade is not essential.

又、大引きと土台木間を支承させる際には、止着係止部70aの略中心部に形成させた分割溝70f((ロ)に図示)で2分割させ土台木に取り付けることで土台と大引き間を面一に支承させることができる。又、本図では、止着係止部70a(抱着部と挟持部70b)と弾性支承腕部70hと支承部70cが同幅で帯状に形成されているが特に限定するものではなく、先端に支承部70cを設けた弾性支承腕部70hが抱着部と挟持部70bに連結させずに、夫々が独立した立設体として止着係止部70aに連接、立設されて形成される構造としてもよい。(図示せず)   Further, when supporting between the large pull and the base tree, it is divided into two by a split groove 70f (illustrated in (B)) formed in a substantially central portion of the fastening locking portion 70a and attached to the base tree. And can be supported in the same way. Further, in this figure, the fastening and locking portion 70a (the hugging portion and the clamping portion 70b), the elastic support arm portion 70h, and the support portion 70c are formed in the same width and in a band shape, but are not particularly limited. The elastic support arm part 70h provided with the support part 70c is not connected to the hugging part and the clamping part 70b, but each is connected and erected as an independent standing body to the fastening locking part 70a. It is good also as a structure. (Not shown)

(c)は、大引き材50を支える束柱50cと大引き間で面一支承具70の止着係止部70aを挟持、固定する実施例で、面一支承具70は、少なくとも、長辺方向の他の断熱材との接続部近傍に取付けることが望ましく、また、断熱材の厚さや長さ方向の垂れ下がり等を考慮し、束柱50cと構造材下面部への取付を適宜組合せ、例えば、1断熱材あたり左右2箇所以上を取り付ける等により長期に安定的な面一性と支承性が確保されるので望ましい。 (C) is an embodiment in which the fastening / holding portion 70a of the surface support member 70 is sandwiched and fixed between the bundle column 50c supporting the large pull member 50 and the large pull, and the surface support member 70 is at least long. It is desirable to attach in the vicinity of the connecting portion with other heat insulating material in the side direction, and in consideration of the thickness of the heat insulating material and the drooping in the length direction, etc., the bundle column 50c and the attachment to the lower surface of the structural material are appropriately combined, For example, it is desirable because stable surface uniformity and supportability are ensured for a long time by attaching two or more left and right parts per one heat insulating material.

実施例14
図14の(a)は、面一支承具70の別の実施例で、実施例13に類似した断面構造の面一支承具70の止着係止部70aの略中央部に止着係止部70aに折り畳み部70Rを設け、伸縮可能とした斜視図である。例えば、最小幅を90mmとする構造として、90mm幅以上の構造材50の下面に嵌挿させれば折り畳み部70Rが伸展され挟持部70bで構造材50の側面が挟持されるのである。
(b)は、大引き幅90mm角に装着した実施例で折り畳み部70Rは伸縮されずに挟持部70bで構造材50の側面を挟持している断面図である。(c)は、大引き幅105mm角に装着した実施例で、折り畳み部70Rが伸展され、挟持部70bで構造材50の側面が挟持されている断面図である。(b)(c)とも、支承部70cに仮載置された板状断熱材1が仕上げ材60を配設、被冠させることで面一に支承される挙動を断面図で表している。
Example 14
FIG. 14 (a) shows another embodiment of the surface-equipped support 70, which is fixedly attached to the substantially central portion of the attachment locking portion 70a of the surface-equipped support 70 having a cross-sectional structure similar to that of the embodiment 13. It is the perspective view which provided the folding part 70R in the part 70a, and was able to expand-contract. For example, when the minimum width is 90 mm, the folded portion 70R is extended and the side surfaces of the structural material 50 are sandwiched between the sandwiching portions 70b by being inserted into the lower surface of the structural material 50 having a width of 90 mm or more.
(B) is a cross-sectional view in which the folding portion 70R is not expanded and contracted, and the side surface of the structural member 50 is clamped by the clamping portion 70b in the embodiment attached to the large pulling width 90 mm square. (C) is the Example with which the large pulling width 105mm square was mounted | worn, it is sectional drawing by which the folding part 70R is extended and the side surface of the structural material 50 is clamped by the clamping part 70b. In both (b) and (c), the behavior of the plate-like heat insulating material 1 temporarily placed on the support portion 70c being supported flush with the finishing material 60 disposed and crowned is shown in a cross-sectional view.

実施例15
図15の(a)は、止着係止部70a(抱着部と挟持部70bを形成させた実施例である)と弾性支承腕部70hの先端に形成された支承部70cが異種の材料の組合せで複合化させた実施例である。止着係止部70aは、0.5mmの真鍮板のプレス加工品、弾性支承腕部70hと支承部70cは、1mmの鋼線のプレス曲げ加工品で、夫々が形成され、止着係止部70aに設けた抱着係止部70nで相互が一体化固定され、夫々の素材特性を生かした部材構成により面一支承具70としての性能も発揮させている止着係止具70の斜視図である。止着係止部70aには、伸縮可能な構造とするV字加工溝70mが2条形成されている。(b)(c)は、(a)の材料や構造からなる同一の寸法の面一支承具70を用いた90mm角の大引き材50bと105mm角の大引き材50aへの実施例の断面図で(b)では、V字加工溝70mは伸展させずに装着された実施例である。(c)は、V字加工溝70mが伸展されて装着された実施例である。
Example 15
FIG. 15 (a) shows different materials for the fastening portion 70a (the embodiment in which the holding portion and the holding portion 70b are formed) and the support portion 70c formed at the tip of the elastic support arm portion 70h. It is the Example compounded by the combination of these. The fastening engagement part 70a is a press-processed product of a brass plate of 0.5 mm, and the elastic support arm part 70h and the support part 70c are press-bending products of a 1 mm steel wire, each of which is formed, A perspective view of the fastening locking device 70 which is integrally fixed by an attachment locking portion 70n provided in the portion 70a, and which also exhibits the performance as a flush support device 70 by utilizing the respective material characteristics. FIG. Two fastening lines 70m having a stretchable structure are formed in the fastening locking part 70a. (B) and (c) are cross-sections of an embodiment into a 90 mm square large pulling material 50 b and a 105 mm square large pulling material 50 a using the same size surface-equipped support 70 made of the material and structure of (a). In FIG. 5B, the V-shaped groove 70m is mounted without being extended. (C) is an example in which the V-shaped groove 70m is extended and mounted.

実施例16
図16は、山形板状断熱材を大引き間に面一に支承する位置に、予め、大引きにプレカット穴加工やプレスリット加工を行い、面一支承材である支承ピン63や支承片61aを加工部位に装填させることでその上に板状断熱材を載置することで面一性が確保できる。(a)は、大引き材50の側面のプレカット位置に支承片61を取り付けた斜視図である。(b)、(c)は、大引き材50の側面のプレカット位置に支承ピン63を取り付けた斜視図と断面図である。支承ピンは貫通させてもよく両端から個別に装着させてもいい。
Example 16
In FIG. 16, pre-cut hole processing and pre-slit processing are preliminarily performed in a large pull at a position where the chevron plate-shaped heat insulating material is supported in the same plane between the large pulls, and a support pin 63 and a support piece 61a which are the flat support members. It is possible to ensure uniformity by placing a plate-like heat insulating material on the processed portion. (A) is the perspective view which attached the support piece 61 to the precut position of the side surface of the large pulling material 50. FIG. (B), (c) is the perspective view and sectional drawing which attached the support pin 63 to the precut position of the side surface of the large pulling material 50. FIG. The support pin may be penetrated or individually attached from both ends.

実施例17
図17は、山形板状断熱材を大引き間に面一に支承する位置に、山形板状断熱材の下面の高さ調整凸部を係止させる係止突起部65a/65bを設けた発泡合成樹脂製の支承桟65を装着する実施例で(a)は、斜視図で、支承桟65が釘66で大引き材に固定させている。(b)は、板状断熱材の高さ調整凸部と支承桟65の係止突起部65a/65bを係止させた実施例で構造材との隙間があっても支承桟65で閉止され断熱性は確保される。(c)は、下面に高さ調整凸部を持たない板状断熱材を使用する実施例で、係止突起部65a/65bが圧縮変形することで高さ調整と構造材間寸法より幅寸法が小のものであっても隙間閉止がなされる断面図である。
Example 17
FIG. 17 shows foaming in which locking projections 65a / 65b for locking the height adjustment protrusions on the lower surface of the angle plate-shaped heat insulating material are provided at the position where the angle plate-shaped heat insulating material is supported flush with the large draw. In an embodiment in which a synthetic resin support bar 65 is mounted, (a) is a perspective view, and the support bar 65 is fixed to a large pulling material by a nail 66. (B) is an embodiment in which the height adjustment convex part of the plate-shaped heat insulating material and the locking projections 65a / 65b of the support bar 65 are locked, and even if there is a gap with the structural material, it is closed by the support bar 65. Thermal insulation is ensured. (C) is an example using a plate-like heat insulating material having no height adjustment convex part on the lower surface, and the width dimension is higher than the height adjustment and the dimension between structural materials by the compression protrusions 65a / 65b being compressed and deformed. FIG. 6 is a cross-sectional view in which a gap is closed even if the size is small.

本発明の山形板状断熱材の一実施態様を示す斜視図及び断面詳細図。The perspective view and sectional detail drawing which show one embodiment of the angle plate-shaped heat insulating material of this invention. 他の一例である山形板状断熱材の斜視図および施工断面図。The perspective view and construction sectional drawing of the mountain-shaped plate-shaped heat insulating material which are other examples. 別の山形板状断熱材を示す斜視図とその断面図。The perspective view which shows another chevron plate-shaped heat insulating material, and its sectional drawing. 別の一例である山形板状断熱材を示す断面図。Sectional drawing which shows the mountain-shaped plate-shaped heat insulating material which is another example. 山形板状断熱材の別の実施例を示す斜視図と断面図。The perspective view and sectional drawing which show another Example of a mountain-shaped plate-shaped heat insulating material. 他の一例である山形板状断熱材の断面図。Sectional drawing of the mountain-shaped plate-shaped heat insulating material which is another example. 本発明の別の山形板状断熱材を示す断面図。Sectional drawing which shows another chevron plate-shaped heat insulating material of this invention. 通気層付山形板状断熱材の斜視図及び施工断面図。The perspective view and construction sectional drawing of a mountain-shaped plate-shaped heat insulating material with a ventilation layer. 別の実施例の山形板状断熱材を示す斜視図とその詳細図。The perspective view which shows the mountain-shaped plate-shaped heat insulating material of another Example, and its detailed drawing. 他の山形板状断熱材の接続構造例を示す斜視図と断面図。The perspective view and sectional drawing which show the example of a connection structure of other angle-shaped plate-shaped heat insulating materials. 本発明の断熱構造の一実施態様を示す板状断熱材の面一支承具の斜視図と断面図。The perspective view and sectional drawing of the flat support of the plate-shaped heat insulating material which show one embodiment of the heat insulation structure of this invention. 他の一実施態様を示す面一支承具の斜視図と断面図。The perspective view and sectional drawing of the surface one support tool which show another one embodiment. 他の一実施態様を示す面一支承具の斜視図と断面図。The perspective view and sectional drawing of the surface one support tool which show another one embodiment. 他の断熱構造の一実施態様を示す面一支承具の斜視図と断面図。The perspective view and sectional drawing of the surface supporter which show one embodiment of another heat insulation structure. 他の断熱構造の一実施態様を示す面一支承具の斜視図と断面図。The perspective view and sectional drawing of the surface supporter which show one embodiment of another heat insulation structure. 本発明の断熱構造の一実施態様を示す面一支承材の斜視図と断面図。The perspective view and sectional drawing of the surface support material which show one embodiment of the heat insulation structure of this invention. 他の断熱構造の一実施態様を示す面一支承桟の斜視図と断面図。The perspective view and sectional drawing of the surface support rail which show one embodiment of another heat insulation structure.

符号の説明Explanation of symbols

1、20 一山形板状断熱材
1a、10b、20a
40a、 傾斜帯部
1b、10c、40b 側方平坦部
1d 端面
1e 第1屈曲部、第2屈曲部
1f、4h 展伸連結部
1k 高さ調整凸部
1m 歪吸収凹部
2f 不連続部
3a、3b 弾性凹溝
10、40 台形山形板状断熱材
10a、40a 中央帯部
30a、41a 展伸時閉脚溝
30b、41a 展伸時開脚溝
45 補強材
50、50a、50b 大引材
51 根太材
60 仕上げ材
61a 支承片
63、64 支承ピン
65 支承桟
70 板状断熱材の面一支承具
70a 止着係止具
70b 挟持部
70c 支承部
70h 弾性支承腕部
80 通気層付山形板状断熱材
1,20 Monolithic plate-like heat insulating material 1a, 10b, 20a
40a, inclined band portion 1b, 10c, 40b lateral flat portion 1d end surface 1e first bent portion, second bent portion 1f, 4h extended connecting portion 1k height adjusting convex portion 1m strain absorbing concave portion 2f discontinuous portion 3a, 3b Elastic concave groove 10, 40 Trapezoidal chevron plate-like heat insulating material 10a, 40a Central belt portion 30a, 41a Extended closed leg groove 30b, 41a Extended extended leg groove 45 Reinforcement material 50, 50a, 50b Large draw material 51 Root material 60 Finishing material 61a Bearing piece 63, 64 Bearing pin 65 Bearing bar 70 Flat support of plate-like heat insulating material 70a Fastening locking tool 70b Holding portion 70c Bearing portion 70h Elastic bearing arm portion 80 Mountain-shaped plate-like heat insulating material with ventilation layer

Claims (20)

板状断熱材の略中央部を頂部とする一山形状を形成させる第1屈曲部に連接し、長辺方向に沿って両側端を斜め下方に傾斜させた平板状で矩形形状の傾斜帯部とからなる一山形状の山形形成部で構成されるか、又は、略中央部に台形山形状を形成させる平板状で矩形形状の中央帯部を頂部として、略中央帯部の両側辺に形成させる第1屈曲部に連接し、長辺方向に沿って両側端を斜め下方に傾斜させた平板状で矩形形状の傾斜帯部とからなる台形山形状の山形形成部で構成される山形板状断熱材であって、該第1屈曲部には、該山形板状断熱材の上面、及び/又は下面側に開口した、少なくとも1以上の展伸時閉脚溝、及び、少なくとも1以上の展伸時開脚溝が形成されたことを特徴とする山形板状断熱材。   A flat and rectangular inclined band part connected to a first bent part that forms a mountain shape having a substantially central part of the plate-like heat insulating material as a top part, and inclined at both ends obliquely downward along the long side direction. Or a flat and rectangular central band that forms a trapezoidal mountain shape at the approximate center, and is formed on both sides of the approximate center band. A chevron plate shape composed of a trapezoidal chevron-shaped chevron-shaped part composed of a flat and rectangular sloped band part, which is connected to the first bent part and slanted downward at both ends along the long side direction. It is a heat insulating material, Comprising: At least 1 or more extended leg-closing groove | channel opened to the upper surface and / or lower surface side of this angle plate-shaped heat insulating material, and at least 1 or more extended | stretching in this 1st bending part A mountain-shaped plate-like heat insulating material, characterized in that an opening leg groove is formed. 山形形成部の両側端、又は、1側端に、長辺方向に沿って平板状で矩形形状の側方平坦部を第2屈曲部で連接されてなることを特徴とする請求項1に記載の山形板状断熱材。   The flat side and rectangular side flat part is connected by the 2nd bending part to the both-sides end or 1 side end of a chevron formation part along a long side direction. Yamagata plate insulation. 第2屈曲部には、該山形板状断熱材の上面、及び/又は下面に開口した、少なくとも1以上の展伸時閉脚溝、及び、少なくとも1以上の展伸時開脚溝が形成されたことを特徴とする請求項2に記載の山形板状断熱材。   At least one or more extension closed leg grooves and at least one or more extension leg opening grooves formed on the upper surface and / or the lower surface of the angle plate-shaped heat insulating material are formed in the second bent portion. The chevron plate-shaped heat insulating material according to claim 2. 傾斜帯部の長辺方向の両側端の上縁幅が、構造材間の嵌挿幅寸法より大寸法であって、下縁幅が構造材間の嵌挿幅寸法より小寸法であることを特徴とする請求項1に記載の山形板状断熱材。   The upper edge width of both ends in the long side direction of the inclined band portion is larger than the insertion width dimension between the structural materials, and the lower edge width is smaller than the insertion insertion width dimension between the structural materials. The chevron plate-shaped heat insulating material according to claim 1, wherein 山形板状断熱材の上面に通気凹部や排水凹部等を設けたことを特徴とする請求項1〜4のいずれかに1項に記載の山形板状断熱材。   The chevron plate-like heat insulating material according to any one of claims 1 to 4, wherein a ventilation concave portion, a drainage concave portion, and the like are provided on an upper surface of the chevron plate-like heat insulating material. 山形板状断熱材の下面に、短辺方向及び/又は長辺方向の側端に平行であって、該山形板状断熱材の厚みより下方に突出させてなる高さ調整凸部と、該高さ調整凸部に周設させた歪吸収凹部とを設けてなることを特徴とする請求項1〜6のいずれか1項に記載の山形板状断熱材。   A height adjustment convex portion that is parallel to the side edge in the short side direction and / or the long side direction and protrudes downward from the thickness of the chevron plate heat insulating material on the lower surface of the chevron plate heat insulating material, The chevron plate-shaped heat insulating material according to any one of claims 1 to 6, wherein a strain-absorbing concave portion is provided around the height adjusting convex portion. 山形板状断熱材の長辺方向の両側端の一方に相欠り(あいじゃくり)の凸部を、他方に相欠り(あいじゃくり)凹部を設けてなることを特徴とする請求項1〜6のいずれか1項に記載の山形板状断熱材。   An angled (convex) convex portion is provided on one of both ends in the long side direction of the chevron plate-like heat insulating material, and a phased (concave) concave portion is provided on the other. The chevron plate-shaped heat insulating material according to any one of 1 to 6. 第1屈曲部、第2屈曲部に、該山形板状断熱材の上面、及び/又は下面に1以上の展伸時閉脚溝及び/又は展伸時開脚溝を、a)上下面の対向する位置に開口させるか、b)上下面の対向しない別位置に開口させるか、c)上下面の対向する位置と、対向しない別位置とに開口させるか、のいずれかに開口させることを特徴とする請求項1〜5のいずれか1項に記載の山形板状断熱材。   One or more extension closed leg grooves and / or extension leg grooves on the upper surface and / or the lower surface of the angled plate-like heat insulating material on the first bent portion and the second bent portion, a) Opposing upper and lower surfaces B) opening at a position where the upper and lower surfaces are not opposed to each other, c) opening at a position where the upper and lower surfaces are opposed to each other, and another position not facing each other. The chevron plate-shaped heat insulating material according to any one of claims 1 to 5. 山形板状断熱材の上面、及び/又は下面に、長辺方向に平行に設ける弾性凹溝の溝深さを、長辺方向側端に近づくに従って深くする、又は、浅くすることを特徴とする請求項1〜8のいずれか1項に記載の山形板状断熱材。   The groove depth of the elastic groove provided in parallel to the long side direction on the upper surface and / or the lower surface of the chevron plate-shaped heat insulating material is made deeper or shallower as it approaches the long side direction side end. The chevron plate-shaped heat insulating material according to any one of claims 1 to 8. 第1屈曲部に、上面に開口する長辺方向に略平行な1以上の展伸時閉脚溝である切り溝を設けると共に、第2屈曲部には、下面に開口する長辺方向に略平行な2以上の展伸時閉脚溝である切り溝を設け、更に、該切り溝と相対向する反対面に該切り溝と略平行に帯状の補強材を貼付したことを特徴とする山形板状断熱材。   The first bent portion is provided with one or more cut-out grooving legs that are substantially parallel to the long side direction opening on the upper surface, and the second bent portion is substantially parallel to the long side direction opening on the lower surface. 2 or more, a groove plate which is a closed leg groove at the time of extension, and a band-shaped reinforcing material affixed to the opposite surface opposite to the groove and substantially parallel to the groove. Insulation. 構造材下面を止着係止させる止着係止部と、該止着係止部に連接して左右に形成され、構造材間に嵌挿される板状断熱材を略面一に支承し得る弾性支承腕部と、該弾性支承腕部の先端に形成される板状断熱材の下面を支承する支承部とで形成させてなることを特徴とする板状断熱材の面一支承具。 A fixing locking portion for fixing and locking the lower surface of the structural material, and a plate-like heat insulating material formed on the left and right connected to the fixing locking portion and fitted between the structural materials can be supported substantially flush with each other. A flat support for a plate-shaped heat insulating material, characterized in that it is formed of an elastic support arm portion and a support portion for supporting the lower surface of the plate-shaped heat insulating material formed at the tip of the elastic support arm portion. 構造材下面を止着係止させる止着係止部の止着幅が、該構造材の下面幅寸法に応じて伸縮可能な構造であることを特徴とする請求項11に記載の板状断熱材の面一支承具。   The plate-like heat insulation according to claim 11, wherein the fastening width of the fastening locking portion for fastening and locking the lower surface of the structural material is a structure that can be expanded and contracted according to the lower surface width dimension of the structural material. One-piece support for the material. 構造材下面に止着係止させる止着係止部が、該構造材を下面側から抱着する抱着部と、該構造材の両側面から挟持する挟持部とからなることを特徴とする請求項11又は12に記載の板状断熱材の面一支承具。   The fastening locking portion that is fastened and locked to the lower surface of the structural material includes an embedding portion that holds the structural material from the lower surface side, and a clamping portion that holds the structural material from both side surfaces. The flat support of the plate-shaped heat insulating material according to claim 11 or 12. 構造材下面に止着係止させる止着係止部の略中心部から左右対称に2分割が可能な構造としたことを特徴とする請求項11〜13のいずれかに記載の板状断熱材の面一支承具。   The plate-like heat insulating material according to any one of claims 11 to 13, wherein the plate-like heat insulating material has a structure that can be bifurcated symmetrically from a substantially central portion of a fastening locking portion that is fastened and locked to the lower surface of the structural material. One-piece support. 面一支承具を構成する止着係止部と弾性支承腕部と支承部とが同一材料で形成されるか、又は、異種材料の組合せによって形成されてなることを特徴とする請求項11〜14のいずれかに記載の板状断熱材の面一支承具。   The fastening engagement part, the elastic support arm part, and the support part constituting the flush support are made of the same material or a combination of different materials. 14. A flat support for a plate-like heat insulating material according to any one of 14 above. 板状断熱材が山形板状断熱材、又は、平板状断熱材であることを特徴とする請求項11〜15のいずれかに記載の板状断熱材の面一支承具。   The plate-like heat insulating material according to any one of claims 11 to 15, wherein the plate-like heat insulating material is an angle plate-shaped heat insulating material or a flat plate heat insulating material. 構造材下面を止着係止した面一支承具の支承部上に、板状断熱材を仮載置させた後、該板状断熱材上に仕上げ材を配設させ、該板状断熱材を構造材間に嵌挿させることにより、弾性支承腕部の弾性反発力を利用し、該板状断熱材上面と該構造材間上面とを略面一にさせてなることを特徴とする請求項11〜16のいずれかに記載の板状断熱材の面一支承具を用いてなる板状断熱材の嵌挿方法。   After the plate-like heat insulating material is temporarily placed on the support portion of the surface-equipped support with the lower surface of the structural material fixedly locked, a finishing material is disposed on the plate-like heat insulating material, and the plate-like heat insulating material By inserting and inserting between the structural members, the upper surface between the plate-like heat insulating material and the upper surface between the structural members are made substantially flush with each other by utilizing the elastic repulsive force of the elastic support arm portion. The insertion method of the plate-shaped heat insulating material which uses the flat support of the plate-shaped heat insulating material in any one of claim | item 11 -16. 請求項17記載の嵌挿方法を用いて形成してなる板状断熱材の断熱構造。   The heat insulation structure of the plate-shaped heat insulating material formed using the insertion method of Claim 17. 板状断熱材を構造材間に略面一に支承する構造材の側面位置に、予め、プレカット穴加工やプレカットスリット加工を行い、面一支承材である支承ピンや支承片を装着し該板状断熱材を構造材間に嵌挿させてなることを特徴とする板状断熱材の断熱構造。   Pre-cut hole processing and pre-cut slit processing are performed in advance on the side surface position of the structural material that supports the plate-shaped heat insulating material between the structural materials substantially flush with each other, and the plate is mounted with the support pins and the bearing pieces that are the flat support material A heat insulating structure of a plate-shaped heat insulating material, wherein a heat insulating material is inserted between structural materials. 板状断熱材を構造材間に略面一に支承する構造材の側面位置に、該板状断熱材の下面の高さ調整凸部を係止させる係止突起部を設けた発泡合成樹脂製の支承桟を装着し板状断熱材を嵌挿させてなることを特徴とする板状断熱材の断熱構造。
Made of foamed synthetic resin, provided with a locking projection that locks the height adjustment convex part on the lower surface of the plate-like heat insulating material at the side surface position of the structural material that supports the plate-like heat insulating material substantially flush between the structural materials A heat insulating structure of a plate-like heat insulating material, which is provided with a support bar and fitted with a plate-like heat insulating material.
JP2005042517A 2004-11-25 2005-02-18 Ridge type heat insulator and heat insulation structure using the same Pending JP2006177134A (en)

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JP2005042517A JP2006177134A (en) 2004-11-25 2005-02-18 Ridge type heat insulator and heat insulation structure using the same

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2949827A1 (en) * 2014-05-27 2015-12-02 Knauf Industries Gestion Panel for thermal insulation of a building façade from the outside
JP2019119997A (en) * 2017-12-28 2019-07-22 マグ・イゾベール株式会社 Fastener for thermal insulation material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2949827A1 (en) * 2014-05-27 2015-12-02 Knauf Industries Gestion Panel for thermal insulation of a building façade from the outside
JP2019119997A (en) * 2017-12-28 2019-07-22 マグ・イゾベール株式会社 Fastener for thermal insulation material
JP7161290B2 (en) 2017-12-28 2022-10-26 マグ・イゾベール株式会社 insulation fasteners

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