JP2019504225A - Insulation truss - Google Patents

Insulation truss Download PDF

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JP2019504225A
JP2019504225A JP2018534721A JP2018534721A JP2019504225A JP 2019504225 A JP2019504225 A JP 2019504225A JP 2018534721 A JP2018534721 A JP 2018534721A JP 2018534721 A JP2018534721 A JP 2018534721A JP 2019504225 A JP2019504225 A JP 2019504225A
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truss
support member
outer support
intermediate support
support members
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ジョン・クリストファー・ホルト
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ジョン・クリストファー・ホルト
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/842Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E04C2002/045Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E04C2002/045Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
    • E04C2002/048Bent wire anchors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars

Abstract

第1および第2の細長い外側支持部材(12,14)と、第1および第2の外側支持部材(12,14)の間に介在する第1および第2の細長い中間支持部材(16,18)と、第1の外側支持部材(12)と第1の中間支持部材(16)とを相互接続する少なくとも1つの第1の連結部材(20)と、第2の外側支持部材(14)と第2の中間支持部材(18)とを相互接続する少なくとも1つの第2の連結部材(22)と、第1および第2の中間支持部材(16,18)を離間した関係で互いに固定し、それにより第1および第2の外側支持部材(12,14)の間に断熱を提供する熱絶縁ファスナー(24)とを含み、それにより、第1および第2の細長い外側支持部材(12,14)間の熱遮断を提供する構造的構築パネルのケージのための断熱トラス(10)。また、断熱性がある構造建物パネル(40)も提供される。First and second elongated outer support members (12, 14) and first and second elongated intermediate support members (16, 18) interposed between the first and second outer support members (12, 14). ), At least one first coupling member (20) interconnecting the first outer support member (12) and the first intermediate support member (16), and a second outer support member (14) Fixing at least one second coupling member (22) interconnecting the second intermediate support member (18) and the first and second intermediate support members (16, 18) to each other in a spaced relationship; A thermally insulating fastener (24) thereby providing thermal insulation between the first and second outer support members (12,14), thereby providing first and second elongated outer support members (12,14). ) Insulated truss (10) for structurally constructed panel cages that provide thermal insulation between. Also provided is a structural building panel (40) that is thermally insulating.

Description

本発明は、断熱性のあるトラスに関し、より詳細には、断熱性のある構造的建築パネルのケージのための断熱性のあるトラスに関する(ただし、それに限定されない)。また、本発明は、このような断熱性のあるトラスを使用した、断熱性のある構造建築パネル自体にも関する。 The present invention relates to insulating trusses, and more particularly to (but is not limited to) insulating trusses for cages of thermally insulating structural building panels. The present invention also relates to a heat-insulating structural building panel itself using such a heat-insulating truss.

既製の建築パネルを使用して、住宅や商業用および工業用の建物や構造物を建設することは周知である。このようなパネルは、オフサイトで製造され、必要なときに使用できるよう準備されている。典型的には、パネルは、床、壁、基礎、および、屋根で使用される。このようなプレハブ建築パネルが広く使用されている主な理由は、建築工事の現場での作業所要時間を短縮するためである。 It is well known to use residential building panels to build residential and commercial and industrial buildings and structures. Such panels are manufactured off-site and ready for use when needed. Typically, panels are used on floors, walls, foundations, and roofs. The main reason why such prefabricated building panels are widely used is to shorten the time required for work on the construction site.

従来のプレハブパネルの熱絶縁特性には限界があって。今日、建物のエネルギー効率の向上が建設業界で最も一般的な目標のひとつとなっている。しかし、建物のエネルギー使用の削減は、通常、建築システムではなく、機械的システム、電気的システム、および、ガラスシステムに焦点が当てられてきた。 The thermal insulation properties of conventional prefabricated panels are limited. Today, building energy efficiency is one of the most common goals in the construction industry. However, reducing building energy use has typically focused on mechanical, electrical, and glass systems rather than architectural systems.

プレハブパネルを使用する、住宅や商業用および工業用建物などの建物の典型的な建設方法では、エネルギー効率を高めるために必要な部品のコストを考慮すると、平均的な購入者にとってエネルギー効率が十分でないかコストが高すぎる。 Typical construction methods for buildings such as residential and commercial and industrial buildings that use prefabricated panels are energy efficient enough for the average buyer, considering the cost of the parts needed to increase energy efficiency. Or the cost is too high.

熱遮断または熱障壁は、電熱性素材間の熱エネルギーの流れを低減または防止するためにアセンブリ内に配置される低熱伝導率の要素である。ポリアミドまたはポリウレタンで作られた断熱材の熱伝導性はアルミニウムの1000分の1、鉄の100分の1のオーダーであることが知られている。構造的建造物パネルのケージのためのトラスに断熱材を設けることは、効率、性能、コストの節約につながる。 A thermal barrier or thermal barrier is a low thermal conductivity element that is placed in the assembly to reduce or prevent the flow of thermal energy between the electrothermal materials. It is known that the thermal conductivity of insulation made of polyamide or polyurethane is on the order of 1/1000 of aluminum and 1/100 of iron. Providing insulation on the truss for the structural building panel cages leads to efficiency, performance and cost savings.

本願発明の目的は、上述した問題を低減または実質的に回避する熱遮断されたトラス、構造構築パネル、または、その両方を提供することである。簡単に言えば、本願発明の目的は、改善された断熱特性に対する業界の要求を満たし、製造コストが低く軽量である構造用建築パネルを提供することである。 It is an object of the present invention to provide a heat shielded truss, a structural building panel, or both that reduces or substantially avoids the problems described above. Briefly stated, it is an object of the present invention to provide a structural building panel that meets industry requirements for improved thermal insulation properties, is low in manufacturing cost, and is lightweight.

本願発明の第1の態様によれば、第1および第2の細長い外側支持部材と、第1および第2の外側支持部材の間に介在する第1および第2の細長い中間支持部材と、第1の外側支持部材と第1の中間支持部材とを相互接続する少なくとも1つの第1の連結部材と、第2の外側支持部材と第2の中間支持部材とを相互接続する少なくとも1つの第2の連結部材と、第1および第2の中間支持部材を離間した位置で互いに固定し、それにより第1および第2の細長い外側支持部材間の熱遮断を提供する熱絶縁ファスナーとを含む、構造構築パネルのケージのための断熱トラスが提供される。 According to the first aspect of the present invention, the first and second elongated outer support members, the first and second elongated intermediate support members interposed between the first and second outer support members, At least one first coupling member interconnecting the one outer support member and the first intermediate support member, and at least one second interconnecting the second outer support member and the second intermediate support member. And a thermally insulating fastener that secures the first and second intermediate support members to each other at spaced locations, thereby providing thermal isolation between the first and second elongated outer support members. Insulated trusses for building panel cages are provided.

断熱トラスは、望ましくないエネルギーの流れを低減または防止する構造的建造物パネルのケージのためのトラスの熱絶縁を提供する点で効果を発揮する。断熱トラスが構造的建造物パネルに使用された場合、熱経路の断裂により、建物の内部と外部との間の熱エネルギーの移動を防止または低減できる。断熱はかつてより寒い地域で使用されてきたが、暖かい環境でも同様に重要であり、空調設備での熱伝達を減らし、エネルギー効率、性能、コストの節約を提供する。 Thermal insulation trusses are advantageous in that they provide thermal insulation of trusses for cages of structural building panels that reduce or prevent undesirable energy flows. When insulated trusses are used for structural building panels, thermal path breaks can prevent or reduce the transfer of thermal energy between the interior and exterior of the building. Thermal insulation, once used in colder areas, is equally important in warm environments, reducing heat transfer in air conditioning equipment and providing energy efficiency, performance and cost savings.

好ましくは、熱絶縁ファスナーは、第1および第2の中間支持部材が収容されるシース管であってよい。 Preferably, the heat insulating fastener may be a sheath tube in which the first and second intermediate support members are accommodated.

有利には、これにより、第1および第2の中間支持部材の両方が絶縁材料内に収容され、第1および第1の中間支持部材間のエネルギーの流れが大幅に低減され、その間に熱障壁が設けられる。 Advantageously, this accommodates both the first and second intermediate support members within the insulating material, greatly reducing the flow of energy between the first and first intermediate support members, while the thermal barrier Is provided.

断熱トラスは、さらに、熱絶縁ファスナーを支持し、熱絶縁ファスナーによって第1および第2の中間支持部材から離間した関係で保持される少なくとも1つの補強部材を含んでいてよい。好ましくは、補強部材は、ストラップまたはカラーであってよく、金属で構成されてもよく、金属を含んでもよい。さらに、補強部材は、第1および第2の中間支持部材の少なくとも一部を取り囲んでいてもよい。 The heat insulating truss may further include at least one reinforcing member that supports the heat insulating fastener and is held in a spaced apart relationship from the first and second intermediate support members by the heat insulating fastener. Preferably, the reinforcing member may be a strap or a collar, may be composed of metal, and may include metal. Furthermore, the reinforcing member may surround at least a part of the first and second intermediate support members.

有利には、この補強部材は、断熱トラスを支持し、熱絶縁ファスナーの完全性を保護し、引っ張り応力が断熱トラスの構造を破壊するのを防止するのに役立つ。 Advantageously, the reinforcement member supports the thermal insulation truss, protects the integrity of the thermal insulation fastener, and helps prevent tensile stresses from destroying the structure of the thermal insulation truss.

最も好ましくは、補強要素は、第1および第2の連結部材から離間していてもよい。これは、第1および第2の連結部材を介して第1および第2の中間支持部材から第1および第2の外側支持部材へのエネルギーの流れを削減する上で効果的である。 Most preferably, the reinforcing element may be spaced from the first and second connecting members. This is effective in reducing the flow of energy from the first and second intermediate support members to the first and second outer support members via the first and second connecting members.

ある実施例では、第1および第2の中間支持部材の隙間に熱絶縁ファスナーが提供されてもよい。加えて、熱絶縁ファスナーは、ポリスチレン、発泡性ポリウレタン、または、ポリアミド製であるか、それらを含んでいてもよい。さらに、熱絶縁ファスナーは、接着剤であっても、それを含んでいてもよい。有利な効果として、これらの素材は金属よりも熱伝導率が遙かに低く、前述のとおり、第1および第2の中間支持部材の間の熱絶縁を提供し、第1中間支持部材から第2の中間支持部材への、および、その逆方向への熱エネルギーの流れを低減、または、削減する。 In some embodiments, a thermal insulation fastener may be provided in the gap between the first and second intermediate support members. In addition, the thermally insulating fasteners may be made of or include polystyrene, expandable polyurethane, or polyamide. Further, the heat insulating fastener may be an adhesive or may include it. Advantageously, these materials have a much lower thermal conductivity than the metal and provide thermal insulation between the first and second intermediate support members, as described above, from the first intermediate support member. Reducing or reducing the flow of thermal energy to the two intermediate support members and vice versa.

熱絶縁ファスナーは、第1および第2の中間支持部材の少なくとも一方に接続手段を介して接続されてよい。好ましくは、接続手段は接着剤を含んでいてよい。 The heat insulating fastener may be connected to at least one of the first and second intermediate support members via a connecting means. Preferably, the connecting means may include an adhesive.

任意選択的に、第1の外側支持部材と第1の中間支持部材は、同一平面内、または、実質的に同一平面内に位置してよい。さらに、第1の外側支持部材と第1の中間支持部材は、第1の連結部材の相対する側に設けられていてよい。好ましくは、第1の連結部材は、第1の外側支持部材と第1の中間支持部材を接続する。さらに、第1の連結部材は、断熱トラスの長手方向に沿ってジグザグ状に形成されてよい。理想的には、第1の連結部材は、一体的に形成されてもよく、連続的であってもよく、または、その両方であってもよい。 Optionally, the first outer support member and the first intermediate support member may be located in the same plane or substantially in the same plane. Furthermore, the first outer support member and the first intermediate support member may be provided on opposite sides of the first connecting member. Preferably, the first connecting member connects the first outer support member and the first intermediate support member. Furthermore, the first connecting member may be formed in a zigzag shape along the longitudinal direction of the heat insulating truss. Ideally, the first connecting member may be integrally formed, may be continuous, or both.

任意選択的に、第2の外側支持部材と第2の中間支持部材は、同一平面内、または、実質的に同一平面内に位置してよい。さらに、第2の外側支持部材と第2の中間支持部材は、第2の連結部材の相対する側に設けられていてよい。好ましくは、第2の連結部材は、第2の外側支持部材と第2の中間支持部材を接続する。 さらに、第2の連結部材は、断熱トラスの長手方向に沿ってジグザグ状に形成されてよい。理想的には、第2の連結部材は、一体的に形成されてもよく、連続的であってもよく、または、その両方であってもよい。 Optionally, the second outer support member and the second intermediate support member may be located in the same plane or substantially in the same plane. Furthermore, the second outer support member and the second intermediate support member may be provided on opposite sides of the second connecting member. Preferably, the second connecting member connects the second outer support member and the second intermediate support member. Furthermore, the second connecting member may be formed in a zigzag shape along the longitudinal direction of the heat insulating truss. Ideally, the second connecting member may be integrally formed, may be continuous, or both.

有利なことに、第1および第2の連結部材は、第1の中間支持部材と第1の外側支持部材と第2の中間支持部材と第2の外側支持部材との間のブレースとして作用し、これらを一定の間隔を隔てて維持する。有利には、第1および第2の連結部材は、第1および第2の中間支持部材および第1および第2の外側支持部材の、加えられた荷重の下での曲げや変形のリスクを低減する。さらに、トラスがサイズに切断されると、非連続的な連結部材のストラットが、切断中に一定量の内部張力を受けるので、それらのストラットが所定の位置から外れる傾向がある。このリスクは、一体的に形成された連結部材、連続的な連結部材、または、その両方を使用することによって最小化される。 Advantageously, the first and second coupling members act as braces between the first intermediate support member, the first outer support member, the second intermediate support member and the second outer support member. These are maintained at regular intervals. Advantageously, the first and second coupling members reduce the risk of bending and deformation of the first and second intermediate support members and the first and second outer support members under an applied load. To do. In addition, when the truss is cut to size, the struts of the discontinuous connecting members are subject to a certain amount of internal tension during cutting, and therefore the struts tend to move out of position. This risk is minimized by using integrally formed connecting members, continuous connecting members, or both.

好ましくは、第1の連結部材は、第1の外側支持部材および第1の中間支持部材と共に複数の三角形を形成してもよい。また、第2の連結部材は、第2の外側支持部材および第2の中間支持部材と複数の三角形を形成してもよい。任意選択的に、複数の三角形は、正三角形または二等辺三角形であってもよい。 Preferably, the first connecting member may form a plurality of triangles together with the first outer support member and the first intermediate support member. The second connecting member may form a plurality of triangles with the second outer support member and the second intermediate support member. Optionally, the plurality of triangles may be equilateral triangles or isosceles triangles.

好ましくは、第1の連結部材は、第1の外側支持部材および第1の中間支持部材に溶接されていてもよい。また、第2の連結部材は、第2の外側支持部材および第2の中間支持部材に溶接されていてもよい。 Preferably, the first connecting member may be welded to the first outer support member and the first intermediate support member. The second connecting member may be welded to the second outer support member and the second intermediate support member.

任意選択的に、第1および第2の外側支持部材または第1および第2の中間支持部材のうちの任意の1つまたは複数の横断面は、円形、または、実質的に断面であってよい。さらに、第1および第2の外側支持部材または第1および第2の中間支持部材のうちの任意の2つ以上の直径が異なっていてもよい。あるいは、第1および第2の外側支持部材または第1および第2の中間支持部材のうちの任意の2つ以上の直径が同じであってもよい。一実施形態では、第1および第2の外側支持部材または第1および第2の中間支持部材のうちの任意の1つまたは複数は、実質的に平坦な細長いプレートであってもよい。 Optionally, any one or more cross-sections of the first and second outer support members or the first and second intermediate support members may be circular or substantially cross-sectional. . Furthermore, the diameters of any two or more of the first and second outer support members or the first and second intermediate support members may be different. Alternatively, the diameters of any two or more of the first and second outer support members or the first and second intermediate support members may be the same. In one embodiment, any one or more of the first and second outer support members or the first and second intermediate support members may be a substantially flat elongated plate.

有利なことに、これは、特定の断熱トラスの使用者の要求に応じて、様々な異なる第1および第2の中間支持部材または第1および第2の外側支持部材を使用できることを意味する。第1および第2の外側支持部材または第1および第2の中間支持部材のいずれかが実質的に平坦な細長いプレートである場合、これらは重なり合って、接着されるべき熱絶縁ファスナーを接着するための大きな表面積を提供してよい。 Advantageously, this means that a variety of different first and second intermediate support members or first and second outer support members can be used, depending on the needs of the user of the particular insulation truss. If either the first and second outer support members or the first and second intermediate support members are substantially flat elongated plates, they overlap to bond the thermally insulating fastener to be bonded. May provide a large surface area.

好ましくは、第1および第2の外側支持部材および第1および第2の中間支持部材は同一平面上に整列していてもよい。あるいは、第1の外側支持部材および第2の中間支持部材は、第2の外側支持部材および第2の中間支持部材からオフセットしていてもよい。 Preferably, the first and second outer support members and the first and second intermediate support members may be aligned on the same plane. Alternatively, the first outer support member and the second intermediate support member may be offset from the second outer support member and the second intermediate support member.

好ましくは、第1および第2の外側支持部材は、熱絶縁ファスナーと実質的に同じ形状の絶縁材料でさらに覆われていてもよい。これは、第1および第2の外側支持部材から第1および第2の連結部材へ、また、断熱トラスを横切って、熱エネルギーが伝達することをさらに低減または防止するための断熱材の別の層を追加するのに役立つ。 Preferably, the first and second outer support members may be further covered with an insulating material having substantially the same shape as the heat insulating fastener. This is another aspect of the insulation to further reduce or prevent the transfer of thermal energy from the first and second outer support members to the first and second coupling members and across the insulation truss. Help to add layers.

本発明の第2の態様によれば、少なくとも1つの絶縁部材と、本発明の第1の態様による少なくとも2つの断熱トラスと、少なくとも1つの結束部材とを含み、断熱トラスが実質的に平行な平面に配置され、断熱部材が断熱トラスの中間に配置され、少なくとも2つの断熱トラスが配置され、結束部材が少なくとも2つの断熱トラスを接続し、少なくとも2つのトラスに実質的に垂直に伸び、それらの間の絶縁部材を保持する、断熱構造建築パネルが提供される。
According to a second aspect of the present invention, the at least one insulating member, at least two heat insulating trusses according to the first aspect of the present invention, and at least one binding member, the heat insulating trusses are substantially parallel. Arranged in a plane, the insulation member is arranged in the middle of the insulation truss, at least two insulation trusses are arranged, the binding member connects the at least two insulation trusses and extends substantially perpendicular to the at least two trusses, Insulated structural building panels are provided that retain the insulating members therebetween.

この構造は、構造建築パネルの一部として前述の断熱トラスが存在するので有利である。断熱部材は、構造建築パネルの断熱特性を改善し、それによって、強力かつ軽量で断熱性に優れたプレハブパネルの提供に寄与する。 This structure is advantageous because the aforementioned insulation truss is present as part of the structural building panel. The heat insulating member improves the heat insulating properties of the structural building panel, thereby contributing to the provision of a prefabricated panel that is strong, lightweight and excellent in heat insulating properties.

好ましくは、複数の断熱部材、断熱されたトラスおよび結束部材が設けられる。より好ましくは、前述の絶縁部材の少なくとも2つが接合手段を用いて接合される。さらに、断熱部材は、ポリスチレン、ポリウレタン、またはポリアミドから構成されてもよく、ポリスチレン、ポリウレタン、またはポリアミドを含んでもよい。これらの材料は良好な断熱性を提供する点で有利である。 Preferably, a plurality of heat insulating members, heat insulated trusses and bundling members are provided. More preferably, at least two of the aforementioned insulating members are joined using a joining means. Furthermore, the heat insulating member may be made of polystyrene, polyurethane, or polyamide, and may include polystyrene, polyurethane, or polyamide. These materials are advantageous in that they provide good thermal insulation.

この熱的に破壊された構造的建造物パネルは、環境に優しいだけでなく、長期的に暖房費を拙訳できる点で建物の所有者や占有者にとって有益である。特に、断熱トラスを組み込んだ断熱構造建築パネルは、建物の標準的な絶縁率を改善する。 This thermally destroyed structural building panel is not only environmentally friendly but also beneficial to building owners and occupants in that it can translate heating costs over the long term. In particular, insulated structural building panels that incorporate insulated trusses improve the standard insulation of buildings.

本発明の第3の態様によれば、少なくとも2つのモジュラー・ユニットであって、前記モジュラー・ユニットの長手方向の縁を定義し、互いに隣接し、平行、または、実質的に平行の関係で空間を維持する第1および第2の細長い支持部材と、前記長手方向の縁から延伸し、前記第1および第2の部材を接続する連結部材とを含み、前記各モジュラー・ユニットは、同一平面、または、実質的に同一平面上にあり、互いに空間を取って平行、または、実質的に平行に配置され、前記モジュラー・ユニット間の前記空間が隙間を形成する、少なくとも2つのモジュラー・ユニットと、前記少なくとも2つのモジュラー・ユニットを接続する一対の平行なモジュラー・ユニット間の隙間に配置された熱絶縁ファスナーと、前記平行なモジュラー・ユニット間の接続と、少なくとも2つのモジュラー・ユニットを接続する前記熱絶縁ファスナーとを強化する補強部材とを含み、前記隙間と前記熱絶縁ファスナー(24)とが、共に前記同一平面上にあるモジュラー・ユニット間の実質的な熱遮断を提供する、構造建築パネルのケージのための断熱トラスが提供される。 According to a third aspect of the invention, at least two modular units, which define longitudinal edges of the modular units, are adjacent to each other, parallel or substantially parallel in space. First and second elongate support members that maintain and a connecting member that extends from the longitudinal edge and connects the first and second members, wherein each modular unit is coplanar, Or at least two modular units that are substantially coplanar and are spaced parallel to each other or arranged substantially parallel, wherein the spaces between the modular units form a gap; A thermally insulating fastener disposed in a gap between a pair of parallel modular units connecting the at least two modular units; and the parallel modular units A modular member that includes a reinforcement member that reinforces the connection between the knits and the thermal insulation fastener that connects at least two modular units, and the gap and the thermal insulation fastener (24) are both on the same plane. An insulating truss is provided for the cage of structural building panels that provides substantial thermal insulation between the units.

以降、添付の図面を単なる例示として参照し、本願発明をより詳細に説明する。 Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings by way of example only.

本願発明に係る断熱トラスの斜視図である。It is a perspective view of the heat insulation truss concerning this invention. 本願発明に係る断熱トラスの図1のA-Aに沿う断面図である。It is sectional drawing in alignment with AA of FIG. 1 of the heat insulation truss which concerns on this invention. 図1に示した本願発明に係る断熱トラスの平面図である。It is a top view of the heat insulation truss which concerns on this invention shown in FIG. 図1に示した本願発明に係る複数の断熱トラスの斜視図である。It is a perspective view of the some heat insulation truss which concerns on this invention shown in FIG. 図1に示した本願発明に係る断熱トラスを取り込んだ、本願発明の第二の態様に係る断熱性のある構造建築パネルの斜視図である。It is a perspective view of the structural building panel with heat insulation which concerns on the 2nd aspect of this invention which took in the heat insulation truss which concerns on this invention shown in FIG. 図1に示した本願発明に係る断熱性のあるトラスを取り込んだ、本願発明の第三の態様に係る断熱性のある構造建築パネルの側面図である。It is a side view of the structural building panel with heat insulation which concerns on the 3rd aspect of this invention which took in the truss with heat insulation which concerns on this invention shown in FIG.

図面において、構造的建造物パネルのケージのための断熱トラスの全体図(10)が示されている。断熱トラスは、第1の長手方向外側支持部材(12)および第2の長手方向外側支持部材(14)と、第1の外側支持部材(12)と第2の外側支持部材(14)との間に介在する第1の細長い中間支持部材(16)および第2の細長い中間支持部材(18)と、第1の外側支持部材(12)と第1の中間支持部材(16)とを相互に連結する少なくとも1つの第1の連結部材(20)と、第2の外側支持部材(14)と第2の中間支持部材(18)とを相互に連結する少なくとも1つの第2の連結部材(22)と、第1の中間支持部材(16)と第2の中間支持部材(18)とを離間した関係で互いに固定し、それにより第1の外側支持部材(12)と第2の外側支持部材(14)との間に断熱を提供する熱絶縁ファスナー(24)とを含む。 In the drawing, an overall view (10) of a thermal truss for a cage of a structural building panel is shown. The heat insulating truss includes a first longitudinal outer support member (12) and a second longitudinal outer support member (14), and a first outer support member (12) and a second outer support member (14). The first elongate intermediate support member (16) and the second elongate intermediate support member (18), and the first outer support member (12) and the first intermediate support member (16) interposed therebetween are mutually connected. At least one first coupling member (20) for coupling, at least one second coupling member (22) for coupling the second outer support member (14) and the second intermediate support member (18) to each other. ) And the first intermediate support member (16) and the second intermediate support member (18) are fixed to each other in a spaced relationship, whereby the first outer support member (12) and the second outer support member And (14) a thermal insulation fastener (24) that provides thermal insulation.

第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)とは、好ましくは、ワイヤまたはコードなどの実質的に剛体の支柱であり、金属製、例えば鋼であってもよい。典型的には、第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)とは絞り加工により作られる。他の利用可能な適切な材料および製造プロセスが使用されてもよい。第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)は、断熱トラス(10)の主要な負荷支持構造要素であり、それを介して負荷の大部分が伝達される。第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)の長さは、100mm(ミリメートル)から6000mmの範囲であってもよい。 The first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18) are preferably a wire or a cord. Substantially rigid struts, which may be made of metal, such as steel. Typically, the first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18) are drawn by drawing. Made. Other available suitable materials and manufacturing processes may be used. The first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18) are the main parts of the heat insulating truss (10). A load bearing structural element through which most of the load is transmitted. The lengths of the first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18) are from 100 mm (millimeters). It may be in the range of 6000 mm.

第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)とは、円形の横断面を有していてよい。このような構成では、第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)とのうちの任意の2つ以上の直径は同じであっても異なっていてもよい。好ましくは、第1の外側支持部材(12)、第2の外側支持部材(14)、または、その両方と、第1の中間支持部材(16)、第2の中間支持部材(18)、または、その両方の直径は1mmから6mmの範囲内にある。より好ましくは、第1の外側支持部材(12)、第2の外側支持部材(14)、または、その両方と、第1の中間支持部材(16)、第2の中間支持部材(18)、または、その両方の直径は2mmから8mmの範囲にある。横断面は、好ましくは円形であるが、非円形、例えば正方形または長方形などの多角形であってもよい。 The first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18) have a circular cross section. It may be. In such a configuration, of the first outer support member (12) and the second outer support member (14), and the first intermediate support member (16) and the second intermediate support member (18). Any two or more diameters may be the same or different. Preferably, the first outer support member (12), the second outer support member (14), or both, the first intermediate support member (16), the second intermediate support member (18), or Both diameters are in the range of 1mm to 6mm. More preferably, the first outer support member (12), the second outer support member (14), or both, the first intermediate support member (16), the second intermediate support member (18), Or both diameters are in the range of 2 mm to 8 mm. The cross section is preferably circular, but may be non-circular, for example a polygon such as a square or rectangle.

あるいは、第1の外側支持部材(12)および第2の外側支持部材(14)と第1の中間支持部材(16)および第2の中間支持部材(18)のうちの任意のものが、長方形横断面を有する実質的に平坦な細長いプレートであってもよい。好ましくは、第1の外側支持部材(12)、第2の外側支持部材(14)、または、その両方と、第1の中間支持部材(16)、第2の中間支持部材(18)、または、その両方の矩形の横断面の寸法は、30mm〜70mm×260mm〜340mmの範囲にある。より好ましくは、第1の外側支持部材(12)、第2の外側支持部材(14)、または、その両方と、第1の中間支持部材(16)、第2の中間支持部材(18)、または、その両方の矩形の横断面の寸法は、50mm × 300mmである。 Alternatively, any one of the first outer support member (12), the second outer support member (14), the first intermediate support member (16), and the second intermediate support member (18) is rectangular. It may be a substantially flat elongated plate having a cross section. Preferably, the first outer support member (12), the second outer support member (14), or both, the first intermediate support member (16), the second intermediate support member (18), or The dimensions of the cross section of both rectangles are in the range of 30 mm to 70 mm × 260 mm to 340 mm. More preferably, the first outer support member (12), the second outer support member (14), or both, the first intermediate support member (16), the second intermediate support member (18), Or the dimensions of the cross section of both rectangles are 50 mm x 300 mm.

第1の中間支持部材(16)および第2の中間支持部材(18)は、互いに隙間を持つように配置される。好ましくは、第1の中間支持部材(16)と第2の中間支持部材(18)との間の隙間は60mmから100mmであり、より好ましくは約60mmである。 The first intermediate support member (16) and the second intermediate support member (18) are arranged so as to have a gap therebetween. Preferably, the gap between the first intermediate support member (16) and the second intermediate support member (18) is between 60 mm and 100 mm, more preferably about 60 mm.

熱絶縁ファスナー(24)は、第1の中間支持部材(16)と第2の中間支持部材(18)との間の間隙を維持する。この実施形態では、熱絶縁ファスナー(24)は、第1および第2の支持部材が保持されるシース管であることが好ましい。熱絶縁ファスナー(24)は、有利には、第1の中間支持部材と第2の中間支持部材両方を包囲し、実質的に円形の横断面を有していてよい。好ましくは、熱絶縁ファスナーは、第1の中間支持部材(16)と第2の中間支持部材(18)との長さ全体を覆う。その結果、第1の中間支持部材(16)と第2の中間支持部材(18)とが熱的に遮断され、第1の中間支持部材(16)と第2の中間支持部材(18)との間の熱エネルギー流が大きく減少する。 The thermal insulation fastener (24) maintains a gap between the first intermediate support member (16) and the second intermediate support member (18). In this embodiment, the heat insulating fastener (24) is preferably a sheath tube that holds the first and second support members. The thermally insulating fastener (24) advantageously surrounds both the first intermediate support member and the second intermediate support member and may have a substantially circular cross section. Preferably, the heat insulating fastener covers the entire length of the first intermediate support member (16) and the second intermediate support member (18). As a result, the first intermediate support member (16) and the second intermediate support member (18) are thermally blocked, and the first intermediate support member (16) and the second intermediate support member (18) The heat energy flow during is greatly reduced.

熱絶縁ファスナー(24)は連続的であってよいが、第1の中間支持部材(16)および第2の中間支持部材(18)の間に配置された複数の熱絶縁ファスナーから形成される不連続な構造でもよい。空気は、適切な断熱材であることが知られているので、熱絶縁ファスナーが第1の中間支持部材(16)と第2の中間支持部材(18)との間に隙間を維持している限り、熱絶縁ファスナーが第1の中間支持部材(16)と第2の中間支持部材(18)の全長にわたって伸びている必要はない。他の構成の熱絶縁ファスナーが代替で使用されてもよい。代替の構成として、熱絶縁ファスナーが、第1の中間支持部材(16)と第2の中間支持部材(18)の隙間部分にのみ設けられてもよく、接合手段を用いて第1の中間支持部材(16)と第2の中間支持部材(18)の一方に接着されてもよい。接合手段は接着剤であるか、それを含んでいてよい。 The thermal insulation fastener (24) may be continuous, but is not formed from a plurality of thermal insulation fasteners disposed between the first intermediate support member (16) and the second intermediate support member (18). A continuous structure may be used. Since air is known to be a suitable thermal insulator, the thermal insulation fastener maintains a gap between the first intermediate support member (16) and the second intermediate support member (18). As long as the heat insulating fastener does not need to extend over the entire length of the first intermediate support member (16) and the second intermediate support member (18). Other configurations of thermally insulating fasteners may alternatively be used. As an alternative configuration, the heat insulating fastener may be provided only in a gap portion between the first intermediate support member (16) and the second intermediate support member (18), and the first intermediate support is made by using the joining means. It may be adhered to one of the member (16) and the second intermediate support member (18). The joining means may be or include an adhesive.

典型的には、熱絶縁ファスナー(24)は、ポリスチレン、好ましくは発泡ポリスチレンであるか、またはそれを含む。その代わりに、ポリウレタンを使用してもよく、実際には、第1の中間支持部材と第2の中間支持部材との間を断熱するファスナー素材、例えばポリアミドを使用してもよい。さらに、熱絶縁ファスナーは、接着剤から成るか、または接着剤を含んでいてよい。有利なことに、ポリアミドまたはポリウレタンで作られた素材の熱遮断効果は、アルミニウムよりも1000倍、鋼よりも100倍優れている。 Typically, the thermally insulating fastener (24) is or includes polystyrene, preferably expanded polystyrene. Instead, polyurethane may be used. In practice, a fastener material, such as polyamide, that insulates between the first intermediate support member and the second intermediate support member may be used. Further, the thermally insulating fastener may consist of or contain an adhesive. Advantageously, the thermal barrier effect of materials made of polyamide or polyurethane is 1000 times better than aluminum and 100 times better than steel.

少なくとも1つの補強部材(26)が、第1の中間支持部材(16)と第2の中間支持部材(18)と熱絶縁ファスナーとを一体化するよう維持するのを助ける。図面では、複数の補強部材(26)が、第1の中間支持部材(16)と第2の中間支持部材(18)とを横切って延び、熱絶縁ファスナー(24)によって第1の中間支持部材(16)と第2の中間支持部材(18)と離間した位置に保持されている。 At least one reinforcing member (26) helps maintain the first intermediate support member (16), the second intermediate support member (18), and the thermally insulating fastener integrated. In the drawing, a plurality of reinforcing members (26) extend across the first intermediate support member (16) and the second intermediate support member (18), and the first intermediate support member is formed by a heat insulating fastener (24). (16) and the second intermediate support member (18) are held at positions separated from each other.

各補強部材(26)は、熱絶縁ファスナー(24)を横切って延伸し、熱絶縁ファスナー(24)に接続されている。好ましくは、各補強部材(26)は、ストラップまたはカラーの形態をとり、熱絶縁ファスナー(24)を取り囲み、その結果、第1の中間支持部材(16)と第2の中間支持部材(18)も取り囲む。 Each reinforcing member (26) extends across the heat insulating fastener (24) and is connected to the heat insulating fastener (24). Preferably, each reinforcing member (26) takes the form of a strap or collar and surrounds the thermally insulating fastener (24) so that the first intermediate support member (16) and the second intermediate support member (18) Also surrounds.

有利には、補強部材(26)の補強効果を助けるために、補強部材(26)は、金属であってもよいし、金属を含んでもよい。したがって、断熱性トラス(10)の熱効率を維持するために、補強部材(26)は、第1の中間支持部材(16)と第2の中間支持部材(18)から離間している。 Advantageously, in order to assist the reinforcing effect of the reinforcing member (26), the reinforcing member (26) may be metal or may contain metal. Therefore, in order to maintain the thermal efficiency of the heat insulating truss (10), the reinforcing member (26) is separated from the first intermediate support member (16) and the second intermediate support member (18).

第1の外側支持部材(12)および第1の中間支持部材(16)は、同一平面上または実質的に同一平面上に整列している。第1の外側支持部材(12)と第1の中間支持部材(16)との距離は好ましくは30mmから90mmである。より好ましくは、当該距離は40 mmから80 mmである。第2の外側支持部材(14)および第2の中間支持部材(18)は、同一平面上または実質的に同一平面上に整列している。第2の外側支持部材(14)と第2の中間支持部材(18)との距離は好ましくは30mmから90mmである。より好ましくは当該距離は40 mmから80 mmである。 The first outer support member (12) and the first intermediate support member (16) are aligned in the same plane or substantially in the same plane. The distance between the first outer support member (12) and the first intermediate support member (16) is preferably 30 mm to 90 mm. More preferably, the distance is 40 mm to 80 mm. The second outer support member (14) and the second intermediate support member (18) are aligned in the same plane or substantially in the same plane. The distance between the second outer support member (14) and the second intermediate support member (18) is preferably 30 mm to 90 mm. More preferably, the distance is 40 mm to 80 mm.

第1の連結部材(20)は、第1の外側支持部材(12)と第2の中間支持部材(16)とを連結する。好ましくは、第1の連結部材(20)は、第1の外側支持部材(12)、第2の外側支持部材(14)、第1の中間支持部材(16)、第2の中間支持部材(18)と同様の剛性かつ連続的なワイヤまたはコード状支柱であり、金属製であるか金属を含む。第1の連結部材(20)の断面は、円形または非円形であってよい。好ましくは、第1の連結部材(20)の直径は、1mmから8mmの範囲である。第1の連結部材(20)の断面は、第1の外側支持部材(12)、第2の外側支持部材(14)、第1の中間支持部材(16)、または、第2の中間支持部材(18)のいずれかと同じであってもよい。 The first connecting member (20) connects the first outer support member (12) and the second intermediate support member (16). Preferably, the first connecting member (20) includes a first outer support member (12), a second outer support member (14), a first intermediate support member (16), and a second intermediate support member ( A rigid and continuous wire or cord-like strut, similar to 18), made of metal or containing metal. The cross section of the first connecting member (20) may be circular or non-circular. Preferably, the diameter of the first connecting member (20) is in the range of 1 mm to 8 mm. The cross section of the first connecting member (20) is the first outer support member (12), the second outer support member (14), the first intermediate support member (16), or the second intermediate support member. It may be the same as any one of (18).

有利なことに、第1の連結部材(20)は、第1の外側支持部材(12)と第1の中間支持部材(16)とを一定の距離離して支持する。有利なことに、これにより、第1の外側支持部材(12)と第1の中間支持部材(16)とが加えられた荷重の下で屈曲または変形する危険性が低減される。
Advantageously, the first connecting member (20) supports the first outer support member (12) and the first intermediate support member (16) at a certain distance apart. Advantageously, this reduces the risk that the first outer support member (12) and the first intermediate support member (16) will bend or deform under the applied load.

第1の連結部材(20)は連続的ではなく、不連続であってもよく、あるいは、複数の個別の支柱を含んでいてもよい。このような支柱は、典型的には30mmから120mmの長さの剛性ワイヤまたはコードから作られる。断熱トラス(10)をサイズに合わせて切断すると、非連続的な連結部材の支柱が切断中に一定量の内部張力を受けるので、支柱が所定の位置から外れる可能性がある。しかしながら、一体的に形成された連結部材、連続的な連結部材、または、その両方を使用することにより、このリスクを最小限に抑えられる。 The first connecting member (20) may be discontinuous rather than continuous, or may include a plurality of individual struts. Such struts are typically made from a rigid wire or cord 30 mm to 120 mm long. When the heat insulating truss (10) is cut to size, the struts of the discontinuous connecting member are subjected to a certain amount of internal tension during the cutting, and thus the struts may come out of place. However, this risk can be minimized by using integrally formed connecting members, continuous connecting members, or both.

好ましくは、第1の連結部材(20)は、第1の外側支持部材(12)と第1の中間支持部材(16)の長手方向に沿ってジグザグ状に形成される。第1の連結部材(20)は、第1の外側支持部材(12)と第1の中間支持部材(16)と共に一連の三角形(28)を形成してよい。好ましくは、三角形(28)は正三角形であるが、二等辺三角形または直角三角形であってもよい。代替の構成として、第1の連結部材(20)が上述のように非連続である場合、個々の支柱が第1の外側支持部材(12)から第2の中間支持部材(16)へ斜めに通過してもよく、その逆であってもよい。 Preferably, the first connecting member (20) is formed in a zigzag shape along the longitudinal direction of the first outer support member (12) and the first intermediate support member (16). The first connecting member (20) may form a series of triangles (28) with the first outer support member (12) and the first intermediate support member (16). Preferably, the triangle (28) is an equilateral triangle, but may be an isosceles triangle or a right triangle. As an alternative configuration, when the first connecting member (20) is discontinuous as described above, the individual struts are oblique from the first outer support member (12) to the second intermediate support member (16). It may pass or vice versa.

第1の連結部材(20)は、複数のノード(32)の各湾曲部または頂点(30)において、またはそれに隣接した位置において、第1の外側支持部材(12)および第1の中間支持部材(16)に接続される。有利な効果として、ノード(32)は、断熱トラス(10)を剛性向上に役立ち、不均一な荷重のもとで断熱トラス(10)を変形から保護する。各ノード(32)は、スポット溶接によって実現されることが好ましい。しかしながら、恒久的な固定がなされるのであれば、他のタイプの固定手段を使用してもよい。 The first connecting member (20) includes a first outer support member (12) and a first intermediate support member at each curved portion or vertex (30) of the plurality of nodes (32) or at a position adjacent thereto. Connected to (16). As an advantageous effect, the node (32) helps to increase the rigidity of the insulating truss (10) and protects the insulating truss (10) from deformation under non-uniform loads. Each node (32) is preferably realized by spot welding. However, other types of fixing means may be used provided that they are permanently fixed.

圧縮されたとき、第1の連結部材(20)の変形は、各ジグザグの各湾曲部または頂部(30)、またはその近くに生じる可能性が最も高い。ノード(32)を各湾曲部または頂部(30)に、またはそれと非常に近接して配置することにより、断熱トラスの座屈に対する抵抗が増大する。このようなノード(32)の配置は、断熱トラス(10)の耐荷重能力を著しく増加させる。 When compressed, deformation of the first coupling member (20) is most likely to occur at or near each curve or top (30) of each zigzag. By placing the node (32) at or very close to each bend or crest (30), the resistance to buckling of the insulating truss is increased. Such an arrangement of the nodes (32) significantly increases the load carrying capacity of the insulating truss (10).

別個のノード(32)を有することによって、断熱トラス(10)の剛性が向上し、それにより、特に高風圧または地震時の不均一な荷重下での断熱トラス(10)の変形に対する耐性が高まる。 Having a separate node (32) increases the rigidity of the insulation truss (10), thereby increasing its resistance to deformation of the insulation truss (10), especially under high wind pressures or uneven loads during earthquakes. .

任意選択的に、第1の外側支持部材(12)と第1の中間支持部材(16)との間に配置された追加の第1の連結部材があってもよい。追加の第1の連結部材は、第1の連結部材(20)と実質的に同じであるので、詳細な説明は省略する。第1の連結部材(20)と同様に、追加の第1の連結部材は、第1の外側支持部材(12)および第1の中間支持部材(16)に、追加の複数の節点で接続してもよい。追加のノードは、前述のノードと同様であってもよいが、第1のノード(32)から離間していてもよい。追加の第1の連結部材の利点は、その存在が節点接続を増加させ、したがって断熱トラス(10)の剛性をさらに改善することである。第1の連結部材(20)と同様に、追加の第1の連結部材は、非連続的な連結部材であってもよい。このような構成では、ストラットは、好ましくは、第1の外側支持部材(12)と第1の中間支持部材(16)との間で、第1の連結部材(20)の反対方向に延伸し、第1の連結部材(20)と追加の第1の連結部材とが格子を形成してよい。 Optionally, there may be an additional first coupling member disposed between the first outer support member (12) and the first intermediate support member (16). Since the additional first connecting member is substantially the same as the first connecting member (20), detailed description thereof is omitted. Similar to the first connecting member (20), the additional first connecting member is connected to the first outer support member (12) and the first intermediate support member (16) at additional nodes. May be. The additional node may be similar to the node described above, but may be spaced from the first node (32). The advantage of the additional first connecting member is that its presence increases the nodal connection and thus further improves the rigidity of the insulating truss (10). Similar to the first connecting member (20), the additional first connecting member may be a discontinuous connecting member. In such a configuration, the struts preferably extend between the first outer support member (12) and the first intermediate support member (16) in the opposite direction of the first coupling member (20). The first connecting member (20) and the additional first connecting member may form a lattice.

第2の連結部材(22)は、第2の外側支持部材(14)および第2の中間支持部材(18)を接続する。第2の連結部材(22)は、実質的に第1の連結部材(20)と同一であるため詳細な説明は省略する。
The second connecting member (22) connects the second outer support member (14) and the second intermediate support member (18). Since the second connecting member (22) is substantially the same as the first connecting member (20), detailed description thereof is omitted.

好ましくは、図3に最もよく示されているように、第1の外側支持部材(12)および第2の外側支持部(14)と第1の中間支持部材(16)および第2の中間支持部材(18)とは、同一平面上または実質的に同一平面上に配置され、第1の連結部材(20)および第2の連結部材(22)は互いにオフセットする位置にある。
Preferably, as best shown in FIG. 3, the first outer support member (12) and the second outer support portion (14) and the first intermediate support member (16) and the second intermediate support. The member (18) is disposed on the same plane or substantially on the same plane, and the first connecting member (20) and the second connecting member (22) are offset from each other.

第1の外側支持部材(12)および第2の外側支持部(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)と、第1の連結部材(20)および第2の連結部材(22)特定の構成が本明細書に示され、説明されているが、これは任意の特定の設計、構成または実施形態に限定されるものではない。例えば、第1の外側支持部材(12)および第1の中間支持部材(16)が、第2の外側支持部材(14)および第2の中間支持部材(18)からオフセットされ、第1の連結部材(20)および第2の連結部材(22)が同一平面上に整列していてもよい。
The first outer support member (12) and the second outer support portion (14), the first intermediate support member (16) and the second intermediate support member (18), and the first connecting member (20) While a particular configuration of the second coupling member (22) is shown and described herein, this is not limited to any particular design, configuration or embodiment. For example, the first outer support member (12) and the first intermediate support member (16) are offset from the second outer support member (14) and the second intermediate support member (18), and the first connection The member (20) and the second connecting member (22) may be aligned on the same plane.

少なくとも1つのブレース部材(34)が、断熱トラス(10)の第1の外側支持部材(12)と第1の中間支持部材(16)とを支え、それらを一定の距離だけ離して維持するのを助けるために使用されてよい。この実施形態では、ブレース部材(34)は、第1の外側支持部材(12)および第2の外側支持部(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)とを横切って延伸し相互接続する水平または実質的に水平な結合部として設けられる。各ブレース部材(34)は、少なくとも第1の外側支持部材(12)および第2の外側支持部(14)とにおいて断熱トラスを横切って延伸し、断熱トラスに接続されている。しかし、各ブレース部材(34)は、第1の外側支持部材(12)、第2の外側支持部材(14)、第1の中間部材(16)、または、第2の中間部材(18)のいずれか1つ以上に接続されてもよい。第1の外側支持部材(12)、第2の外側支持部(14)、若しくはその両方、または、第1の中間支持部材(16)、第2の中間支持部材(18)、若しくはその両方に接続されてもよい。接続は好ましくは溶接によって達成される。 At least one brace member (34) supports the first outer support member (12) and the first intermediate support member (16) of the heat insulating truss (10) and maintains them apart by a certain distance. May be used to help. In this embodiment, the brace member (34) includes a first outer support member (12) and a second outer support portion (14), a first intermediate support member (16), and a second intermediate support member ( 18) as a horizontal or substantially horizontal coupling that extends across and interconnects. Each brace member (34) extends across the insulating truss at least in the first outer support member (12) and the second outer support portion (14) and is connected to the insulating truss. However, each brace member (34) has a first outer support member (12), a second outer support member (14), a first intermediate member (16), or a second intermediate member (18). It may be connected to any one or more. First outer support member (12), second outer support portion (14), or both, or first intermediate support member (16), second intermediate support member (18), or both It may be connected. The connection is preferably achieved by welding.

好ましくは、各ブレース素材(34)は、熱絶縁ファスナー(24)と同じまたは実質的に同じ形状の別の絶縁材料(36)内に収容されてもよい。これにより、垂直方向の熱エネルギー伝達を有効に防止できる。 Preferably, each brace blank (34) may be housed in another insulating material (36) that is the same or substantially the same shape as the thermally insulating fastener (24). Thereby, the heat energy transfer in the vertical direction can be effectively prevented.

さらに、第1の外側支持部材 (12)、第2の外側支持部材(14)、または、その両方の各々は、熱絶縁ファスナー(24)と実質的に同じ形状の絶縁材料(38)で覆われていてもよい。 Further, each of the first outer support member (12), the second outer support member (14), or both is covered with an insulating material (38) having substantially the same shape as the thermally insulating fastener (24). It may be broken.

図5および図6に、断熱性のある構造構築パネルの全体図(40)を示す。構造構築パネルは、複数の絶縁部材(42)と、複数の断熱性のあるトラス(10)とを含む。本発明の第1の態様と共通の特徴は同じ参照番号で示されている。例えば、断熱性のあるトラス(10)の構成部分が示されている。 5 and 6 show an overall view (40) of the structural building panel having heat insulation properties. The structural building panel includes a plurality of insulating members (42) and a plurality of heat-insulating trusses (10). Features common to the first aspect of the invention are indicated by the same reference numerals. For example, the components of a thermally insulating truss (10) are shown.

この実施形態では、断絶性のあるトラス(10)のそれぞれは、第1の外側支持部材(12)および第2の外側支持部材(14)と、第1の中間支持部材(16)および第2の中間支持部材(18)と、第1の連結部材(20)および第2の連結部材(22)と、熱絶縁ファスナー(24)と、複数の補強要素(26)と、ブレース要素(34)とを含む。好ましくは、ブレース部材(34)、第1の外側支持部材(12)、および、第2の外側支持部材(14)のそれぞれは、断熱ファスナー(24)とほぼ同じ形状の絶縁材料(36,38)内に被覆されている。 In this embodiment, each of the breakable trusses (10) comprises a first outer support member (12) and a second outer support member (14), a first intermediate support member (16) and a second Intermediate support member (18), first connecting member (20) and second connecting member (22), heat insulating fastener (24), a plurality of reinforcing elements (26), and brace element (34) Including. Preferably, each of the brace member (34), the first outer support member (12), and the second outer support member (14) has an insulating material (36, 38) having substantially the same shape as the heat insulating fastener (24). ) Is covered.

1対の断熱トラス(10)の間には1つの絶縁部材(42)が配置されている。好ましくは、絶縁部材(42)の材料は、良好な断熱性を提供する。絶縁部材(42)は、低密度材料、例えばポリスチレン、または、より好ましくは発泡ポリスチレンであってもよく、またはそれを含んでいてもよい。発泡ポリウレタンが使用されてもよい。発泡ポリウレタンはポリスチレンより優れた絶縁体であるが、ポリスチレンよりも環境負荷が大きい。 One insulating member (42) is disposed between the pair of heat insulating trusses (10). Preferably, the material of the insulating member (42) provides good thermal insulation. The insulating member (42) may be or include a low density material, such as polystyrene, or more preferably expanded polystyrene. Foamed polyurethane may be used. Polyurethane foam is an insulator superior to polystyrene, but has a greater environmental impact than polystyrene.

代替の構成として、絶縁部材(42)は矩形ブロックの形態を取ってよい。絶縁部材(42)の寸法は、例えば、2400mm(長さ)×40mm(幅)×50mm(高さ)である。高さの選択は、絶縁部材(42)を隣接する断熱トラス(10)との間に嵌め込むことができなければならないという点で重要である。すなわち、絶縁部材(42)の深さは隣接する断熱性トラス(10)との間隔以下でなければならない。 As an alternative, the insulating member (42) may take the form of a rectangular block. The dimension of the insulating member (42) is, for example, 2400 mm (length) × 40 mm (width) × 50 mm (height). The choice of height is important in that it must be possible to fit the insulating member (42) between adjacent insulating trusses (10). That is, the depth of the insulating member (42) must be less than or equal to the distance from the adjacent heat insulating truss (10).

図4から図6において、断熱トラス(10)のそれぞれは、ほぼ平行に間隔を置いて配置された別の断熱トラス(10)に隣接して配置されている。複数の垂直方向に離間した細長い保持部材または結束部材(44)が断熱トラス(10)に対して垂直に延び、断熱トラス(10)を通常は、第1の外側支持部材(12)および第2の外側支持部材(14)を介して相互接続する。複数の断熱トラス(10)および複数の結束部材(44)は、共に複数の絶縁部材(42)が収容されたワイヤフレームワークまたはケージを形成する。結束部材(44)は、絶縁部材(42)を、隣接する断熱トラス(10)の間の所定の位置に保持するのを助ける。 4 to 6, each of the heat insulating trusses (10) is disposed adjacent to another heat insulating truss (10) spaced substantially in parallel. A plurality of vertically spaced elongate holding members or tying members (44) extend perpendicular to the insulating truss (10), and the insulating truss (10) is typically connected to the first outer support member (12) and the second The outer support members (14) are interconnected. The plurality of heat insulating trusses (10) and the plurality of binding members (44) together form a wire framework or cage in which the plurality of insulating members (42) are accommodated. The tying member (44) helps hold the insulating member (42) in place between adjacent heat insulating trusses (10).

以下でより詳細に説明するように、絶縁部材(42)とケージが一度に組み立てられた時に両者の間に隙間があることは有利な効果を発揮する。 As will be explained in more detail below, the presence of a gap between the insulating member (42) and the cage when they are assembled at one time has an advantageous effect.

また、結束部材(44)が、断熱トラス(10)を、固定された、または実質的に固定された距離だけ離して維持する。隣接する断熱トラス(10)間の典型的な間隔は40mmから60mmの範囲であり、より好ましくは、約50mmである。結束部材(44)は、断熱されたトラス(10)の長手方向の長さに沿って、典型的には50mmごとに等間隔に配置される。 The tying member (44) also maintains the insulated truss (10) a fixed or substantially fixed distance apart. Typical spacing between adjacent insulation trusses (10) is in the range of 40 mm to 60 mm, more preferably about 50 mm. The binding members (44) are arranged at regular intervals, typically every 50 mm, along the longitudinal length of the insulated truss (10).

各結束部材(44)は、好ましくは剛性を持つワイヤまたはコード状ストラットであり、金属であってもよいし、金属を含んでいてもよい。各結束部材(44)の横断面は円形または非円形であってよい。各結束部材(44)の直径は、1mmから6mmの範囲であってもよい。しかし、結束部材(44)=は、平面であってもよく、例えば、断熱構造構築パネル(40)の少なくとも一部に沿って、または、その周りに延びる連続シートまたはメッシュとして提供されてもよい。
Each binding member (44) is preferably a rigid wire or corded strut, which may be metal or may contain metal. The cross section of each binding member (44) may be circular or non-circular. The diameter of each binding member (44) may be in the range of 1 mm to 6 mm. However, the binding member (44) = may be planar and may be provided, for example, as a continuous sheet or mesh that extends along or around at least a portion of the insulation construction panel (40). .

結束部材(44)は、好ましくは、固定手段(46)を用いて断熱トラスに複数の位置で取り付けられる。各結束部材(44)は、1つおきの断熱トラス(10)に接続してもよい。しかし、例えば、各結束部材(44)とすべての断熱トラス(10)とが接続する、または。各結束部材(44)と2つおきの断熱トラス(10)が接続するなどの代替の構成であってもよい。との間の接続のような別の間隔の間隔を考慮することができる。好ましくは、固定手段(46)は溶接である。代替の構成として、固定手段(46)は、第1の外側支持手段(12)と第2の外側支持手段(14)の1つ以上の上に設けられたループであって、結束部材(44)がそのループを通り、結束部材(44)を断熱トラス(10)に固定する構成であってもよい。 The binding member (44) is preferably attached to the heat insulating truss at a plurality of positions using the fixing means (46). Each binding member (44) may be connected to every other insulating truss (10). However, for example, each bundling member (44) and all insulating trusses (10) connect or. An alternative configuration may be used in which each binding member (44) is connected to every other heat insulating truss (10). Different spacing intervals such as the connection between can be considered. Preferably, the fixing means (46) is welding. As an alternative configuration, the securing means (46) is a loop provided on one or more of the first outer support means (12) and the second outer support means (14), comprising a binding member (44). ) May pass through the loop, and the binding member (44) may be fixed to the heat insulating truss (10).

断熱構造構築パネル(40)を形成するために、断熱トラス(10)および絶縁部材(42)は、交互の順序で一体に組み立てられる。必要であれば、絶縁部材(42)が、接合手段を用いて組み立て中に一緒に接続される。そのような接合手段は、接着剤であってもよいし、接着剤を含んでもよい。次いで、結束部材(44)が断熱トラス(10)に接続される。 Insulating truss (10) and insulating members (42) are assembled together in an alternating sequence to form an insulating structural building panel (40). If necessary, the insulating members (42) are connected together during assembly using joining means. Such a joining means may be an adhesive or may include an adhesive. Next, the binding member (44) is connected to the heat insulating truss (10).

断熱構造構築パネル(40)を現場に置き、コンクリートや石膏レンダ(48)を断熱構造構築パネル(40)の対向する面に適用する。有利な効果として、レンダ(48)は、必要であればワイヤケージに追加の強度を加えることができる。レンダ(48)は、第1の外側支持部材(12)および第2の外側支持部(14)と結束部材(44)に結合する。絶縁部材(42)の少なくとも外向きの部分とワイヤケージとの間には意図的に隙間が設けられ、レンダ(48))はケージ内に入り、第1の外側支持部材(12)および第2の外側支持部(14)と結束部材(44)とをケージ内だけでなくケージの外側からも支持することができる。接合に利用可能な表面積に応じて、接合は、断熱構造構築パネル40の全体的な耐荷重能力を改善するのに役立つ。 The heat insulation structure construction panel (40) is placed on the site, and concrete or gypsum render (48) is applied to the opposite surface of the heat insulation structure construction panel (40). As an advantage, the render (48) can add additional strength to the wire cage if desired. The render (48) is coupled to the first outer support member (12), the second outer support portion (14), and the binding member (44). A gap is intentionally provided between at least the outwardly facing portion of the insulating member (42) and the wire cage, and the render (48) enters the cage, and the first outer support member (12) and the second The outer support portion (14) and the binding member (44) can be supported not only within the cage but also from the outside of the cage. Depending on the surface area available for bonding, the bonding helps to improve the overall load bearing capacity of the insulation construction panel 40.

レンダ(48)は、典型的には、ポルトランドセメント、骨材および砂の耐候性混合物を含む。一般的に、石膏のような代替物が内部表面をレンダリングするために使用される。セメントまたはプラスター(48)の層は、メッシュケージをコアの両側に包み、乾燥したときに強固で堅い構造を生成する。必要に応じて、種々の防水、抗真菌、および、繊維補強剤を、レンダリング混合物または乾燥表面に適用してよい。本明細書の文脈では、内部表面、外部表面とは、建築された建物との相対的な関係として定義される。
The render (48) typically comprises a weatherable mixture of Portland cement, aggregate and sand. Generally, alternatives such as gypsum are used to render the internal surface. A layer of cement or plaster (48) wraps the mesh cage on both sides of the core and produces a strong and stiff structure when dried. Various waterproof, antifungal, and fiber reinforcements may be applied to the rendering mixture or dry surface as needed. In the context of this specification, an interior surface, an exterior surface, is defined as a relative relationship with a built building.

Claims (38)

第1および第2の細長い外側支持部材(12,14)と、
前記第1および第2の外側支持部材(12,14)の間に介在する第1および第2の細長い中間支持部材(16,18)と、
前記第1の外側支持部材(12)と前記第1の中間支持部材(16)とを相互接続する少なくとも1つの第1の連結部材(20)と、
前記第2の外側支持部材(14)と前記第2の中間支持部材(18)とを相互接続する少なくとも1つの第2の連結部材(22)と、
前記第1および前記第2の中間支持部材(16,18)を離間した位置で互いに固定し、それにより前記第1および前記第2の細長い外側支持部材(12,14)間の熱遮断を提供する熱絶縁ファスナー(24)とを含む、
構造構築パネルのケージのための断熱トラス(10)。
First and second elongated outer support members (12, 14);
First and second elongated intermediate support members (16, 18) interposed between the first and second outer support members (12, 14);
At least one first coupling member (20) interconnecting the first outer support member (12) and the first intermediate support member (16);
At least one second coupling member (22) interconnecting the second outer support member (14) and the second intermediate support member (18);
The first and second intermediate support members (16, 18) are secured to each other at spaced locations, thereby providing thermal isolation between the first and second elongated outer support members (12, 14). Including heat insulating fasteners (24),
Insulated truss (10) for structural construction panel cage.
前記熱絶縁ファスナー(24)は、前記第1および前記第2の中間支持部材(16,18)を収納するシース管である請求項1に記載の断熱トラス(10)。 The heat insulating truss (10) according to claim 1, wherein the heat insulating fastener (24) is a sheath tube that houses the first and second intermediate support members (16, 18). さらに、前記熱絶縁ファスナー(24)を支え、前記第1および前記第2の中間支持部材(16,18)の間の隙間を維持するように配置される少なくとも1つの補強部材 (26) を含む、
請求項1または請求項2に記載の断熱トラス(10)。
And at least one reinforcing member (26) arranged to support the thermally insulating fastener (24) and to maintain a gap between the first and second intermediate support members (16, 18). ,
A heat-insulating truss (10) according to claim 1 or 2.
前記補強部材 (26)はストラップである請求項3に記載の断熱トラス(10)。 The heat insulating truss (10) according to claim 3, wherein the reinforcing member (26) is a strap. 前記補強部材 (26)はループ状である請求項3に記載の断熱トラス(10)。 The heat insulating truss (10) according to claim 3, wherein the reinforcing member (26) has a loop shape. 前記補強部材 (26)は金属製、または、金属を含む、請求項3、請求項4、または、請求項5に記載の断熱トラス(10)。 The heat insulation truss (10) according to claim 3, 4 or 5, wherein the reinforcing member (26) is made of metal or contains metal. 前記補強部材 (26)は、前記熱絶縁ファスナー(24)の少なくとも一部の周りを囲む、請求項3、請求項4、請求項5、または、請求項6に記載の断熱トラス(10)。 The heat insulating truss (10) according to claim 3, 4, 5, or 6, wherein the reinforcing member (26) surrounds at least a part of the heat insulating fastener (24). 前記補強部材 (26)は前記第1および前記第2の中間支持部材(16,18)の少なくとも一部の周りを囲む、請求項3から請求項7のいずれかに記載の断熱トラス(10)。 The insulated truss (10) according to any of claims 3 to 7, wherein the reinforcing member (26) surrounds at least a part of the first and second intermediate support members (16, 18). . 前記補強部材 (26)は、前記第1および前記第2の連結部材(20, 22)のそれぞれから隙間があるように配置されている、請求項3から請求項8のいずれかに記載の断熱トラス(10)。 The heat insulation according to any one of claims 3 to 8, wherein the reinforcing member (26) is disposed such that there is a gap from each of the first and second connecting members (20, 22). Truss (10). 前記第1および前記第2の中間支持部材(16,18)の間の隙間に前記熱絶縁ファスナー(24)が設けられている、請求項1から請求項9のいずれかに記載の断熱トラス(10)。 The heat insulation truss (1) according to any one of claims 1 to 9, wherein the thermal insulation fastener (24) is provided in a gap between the first and second intermediate support members (16, 18). Ten). 前記熱絶縁ファスナー(24)が、ポリウレタン、ポリスチレン、ポリアミド、または、瀬着材のいずれかであるか、または、それを含む、請求項1から請求項10のいずれかに記載の断熱トラス(10)。 The heat-insulating truss (10) according to any of claims 1 to 10, wherein the heat-insulating fastener (24) is or includes any of polyurethane, polystyrene, polyamide, or a landing material. ). 前記熱絶縁ファスナー(24)が、接続手段によって前記第1および前記第2の中間支持部材(16,18)の少なくとも一方に接続されている、請求項10、または、請求項11に記載の断熱トラス(10)。 The heat insulation according to claim 10 or 11, wherein the heat insulating fastener (24) is connected to at least one of the first and second intermediate support members (16, 18) by connecting means. Truss (10). 前記接続手段が接着剤を含む、請求項11に記載の断熱トラス(10)。 The insulated truss (10) according to claim 11, wherein the connecting means comprises an adhesive. 前記第1の外側支持部材(12) と前記第1の中間支持部材(16)とが同一平面内、または、実質的に同一平面内に位置する、請求項1から請求項13のいずれかに記載の断熱トラス(10)。 The first outer support member (12) and the first intermediate support member (16) are located in the same plane or substantially in the same plane. Thermal insulation truss as described (10). 前記第1の連結部材(20)が前記断熱トラス(10)の長手方向にジグザグ形状を成す、請求項1から請求項14のいずれかに記載の断熱トラス(10)。 The heat insulation truss (10) according to any one of claims 1 to 14, wherein the first connecting member (20) forms a zigzag shape in a longitudinal direction of the heat insulation truss (10). 前記第1の連結部材(20) が一体形成されている、請求項1から請求項15のいずれかに記載の断熱トラス(10)。 The heat insulating truss (10) according to any one of claims 1 to 15, wherein the first connecting member (20) is integrally formed. 前記第2の外側支持部材(14)と前記第2の中間支持部材(18)とが同一平面内、または、実質的に同一平面内に位置する、請求項1から請求項16のいずれかに記載の断熱トラス(10)。 The first outer support member (14) and the second intermediate support member (18) are located in the same plane or substantially in the same plane. Thermal insulation truss as described (10). 前記第2の連結部材(22)が前記断熱トラス(10)の長手方向にジグザグ形状を成す、請求項1から請求項17のいずれかに記載の断熱トラス(10)。 The heat insulation truss (10) according to any one of claims 1 to 17, wherein the second connecting member (22) forms a zigzag shape in a longitudinal direction of the heat insulation truss (10). 前記第2の連結部材(22) が一体形成されている、請求項1から請求項18のいずれかに記載の断熱トラス(10)。 The heat insulating truss (10) according to any of claims 1 to 18, wherein the second connecting member (22) is integrally formed. 前記第1の連結部材(20)が、前記第1の外側支持部材(12)と前記第1の外側支持部材(16)と共に複数の三角形(28)を形成する、請求項1から請求項19のいずれかに記載の断熱トラス(10)。 20. The first connecting member (20) forms a plurality of triangles (28) with the first outer support member (12) and the first outer support member (16). Thermal insulation truss according to any one of (10). 前記第2の連結部材(22)が、前記第2の外側支持部材(14)と前記第2の外側支持部材(18)と共に複数の三角形(28)を形成する、請求項1から請求項20のいずれかに記載の断熱トラス(10)。 21. The second connecting member (22) forms a plurality of triangles (28) together with the second outer support member (14) and the second outer support member (18). Thermal insulation truss according to any one of (10). 前記複数の三角形 (28)が正三角形または二等辺三角形である、請求項20または請求項21に記載の断熱トラス(10)。 The insulated truss (10) according to claim 20 or 21, wherein the plurality of triangles (28) are equilateral triangles or isosceles triangles. 前記第1の連結部材(20)が、前記第1の外側支持部材(12)と前記第1の外側支持部材(16)とに溶接されている、請求項1から請求項22のいずれかに記載の断熱トラス(10)。 The said 1st connection member (20) is welded to the said 1st outer side support member (12) and the said 1st outer side support member (16) in any one of Claims 1-22. Thermal insulation truss as described (10). 前記第2の連結部材(22)が、前記第2の外側支持部材(14)と前記第2の外側支持部材(18)とに溶接されている、請求項1から請求項23のいずれかに記載の断熱トラス(10)。 The second connection member (22) is welded to the second outer support member (14) and the second outer support member (18), respectively. Thermal insulation truss as described (10). 前記第1および前記第2の外側支持部材(12,14)、前記第1および前記第2の中間支持部材(16,18)、またはその両方のうちの1つ以上の横断面は実質的に円形である、請求項1から請求項24のいずれかに記載の断熱トラス(10)。 One or more cross-sections of the first and second outer support members (12, 14), the first and second intermediate support members (16, 18), or both are substantially 25. Insulated truss (10) according to any of claims 1 to 24, which is circular. 前記第1および前記第2の外側支持部材(12,14)、前記第1および前記第2の中間支持部材(16,18)、またはそれらの両方のうちの2つ以上の寸法が異なる、請求項1から請求項25のいずれかに記載の断熱トラス(10)。 Two or more dimensions of the first and second outer support members (12, 14), the first and second intermediate support members (16, 18), or both are different. The heat-insulating truss (10) according to any one of claims 1 to 25. 前記第1および前記第2の外側支持部材(12,14)、前記第1および前記第2の中間支持部材(16,18)、またはそれらの両方のうちの2つ以上の寸法が同一、または、実質的に同一である、請求項1から請求項26のいずれかに記載の断熱トラス(10)。 Two or more dimensions of the first and second outer support members (12, 14), the first and second intermediate support members (16, 18), or both are the same, or 27. A thermally insulated truss (10) according to any of claims 1 to 26, which is substantially the same. 前記第1および前記第2の外側支持部材(12,14)、前記第1および前記第2の中間支持部材(16,18)、またはそれらの両方のうちの1つ以上が平板、または、実質的に平板である、請求項1から請求項24のいずれかに記載の断熱トラス(10)。 One or more of the first and second outer support members (12, 14), the first and second intermediate support members (16, 18), or both are flat or substantially The heat insulating truss (10) according to any one of claims 1 to 24, which is a flat plate. 前記前記第1および前記第2の外側支持部材(12,14)と、前記第1および前記第2の中間支持部材(16,18)とが、同一平面上、または、実質的に同一平面上に整列された、請求項1から請求項28のいずれかに記載の断熱トラス(10)。 The first and second outer support members (12, 14) and the first and second intermediate support members (16, 18) are on the same plane or substantially on the same plane. 29. Insulated truss (10) according to any of claims 1 to 28, aligned with each other. 前記第1の外側支持部材(12)と前記第1の中間支持部材(16)とが、前記第2の外側支持部材(14)と前記第2の中間支持部材(18)からオフセットされた位置にある、請求項1から請求項29のいずれかに記載の断熱トラス(10)。 The position where the first outer support member (12) and the first intermediate support member (16) are offset from the second outer support member (14) and the second intermediate support member (18). 30. A thermally insulated truss (10) according to any one of claims 1 to 29. 前記第1および前記第2の外側支持部材(12,14)の少なくとも1つの少なくとも一部が、前記熱絶縁ファスナー(24)と同一、または、実質的に同一の形状の絶縁素材(38)に覆われている、請求項1から請求項30のいずれかに記載の断熱トラス(10)。 At least a part of at least one of the first and second outer support members (12, 14) is made of an insulating material (38) having the same or substantially the same shape as the heat insulating fastener (24). 31. A thermally insulated truss (10) according to any of claims 1 to 30, which is covered. 少なくとも1つの絶縁部材 (42)と、
少なくとも2つの、請求項1から請求項31のいずれかに記載の断熱トラス(10)と、
少なくとも1つの結束部材(44)とを含み、
前記断熱トラス(10)は、実質的に平行に整列され、
前記絶縁部材(42)は、前記断熱トラス(10)の中間に配置され、
前記結束部材(44)は、少なくとも2つの前記断熱トラス(10)を接続し、少なくとも2つの前記断熱トラス(10)に対して実質的に垂直に延伸し、間にある前記絶縁部材(42)を保持する、
断熱構造建築派パネル (40)。
At least one insulating member (42);
At least two insulated trusses (10) according to any of claims 1 to 31;
At least one binding member (44),
The insulating trusses (10) are aligned substantially parallel;
The insulating member (42) is disposed in the middle of the heat insulating truss (10),
The binding member (44) connects at least two of the thermal insulation trusses (10), extends substantially perpendicular to the at least two of the thermal insulation trusses (10), and the insulation member (42) in between. Hold,
Thermal insulation construction panel (40).
複数の前記絶縁部材(42)と、前記断熱トラスと、前記結束手段(44)とが設けられた、請求項32に記載の断熱構造建築パネル(40)。 The heat insulation structure building panel (40) according to claim 32, wherein a plurality of the insulation members (42), the heat insulation truss, and the binding means (44) are provided. 少なくとも2つの前記絶縁部材(42)が接合手段により接合されている、請求項33に記載の断熱構造建築パネル(40)。 The heat insulation structure building panel (40) according to claim 33, wherein at least two of the insulating members (42) are joined by joining means. 前記接合手段が接着剤を含む、請求項34に記載の断熱構造建築パネル(40)。 35. Insulated structural building panel (40) according to claim 34, wherein the joining means comprises an adhesive. 前記絶縁部材(42)が、ポリスチレン、ポリウレタン、または、ポリアミドのいずれかであるか、または、それらのいずれかを含む、請求項35に記載の断熱構造建築パネル(40)。 36. The heat insulating structural building panel (40) according to claim 35, wherein the insulating member (42) is or includes any of polystyrene, polyurethane, or polyamide. 第1および第2の細長い外側支持部材(12, 14)と、
前記第1および前記第2の外側支持部材(12, 14)の間に配置された、第1および第2の細長い中間支持部材(16, 18)と、
前記第1の外側支持部材(12)と前記第1の中間支持部材(16)とを接続する少なくとも1つの第1の連結部材(20)と、
前記第2の外側支持部材(14)と前記第2の中間支持部材(18)とを接続する少なくとも1つの第2の連結部材(22)と、
前記第1および前記第2の中間支持部材(16,18)を隙間を設けた位置に固定する熱絶縁ファスナー(24)と、
前記熱絶縁ファスナー(24)を囲い、前記連結部材(20,22)から距離を取って配置されている補強部材(26)とを含み、
前記第1および前記第2の細長い外側支持部材(12,14)の間に熱遮断が提供されている、
構造建築パネルのケージのための断熱トラス(10)。
First and second elongated outer support members (12, 14);
First and second elongated intermediate support members (16, 18) disposed between the first and second outer support members (12, 14);
At least one first coupling member (20) connecting the first outer support member (12) and the first intermediate support member (16);
At least one second coupling member (22) connecting the second outer support member (14) and the second intermediate support member (18);
A heat insulating fastener (24) for fixing the first and second intermediate support members (16, 18) to a position having a gap;
A reinforcing member (26) surrounding the thermally insulating fastener (24) and disposed at a distance from the connecting member (20, 22);
A thermal barrier is provided between the first and second elongated outer support members (12, 14);
Thermal insulation truss (10) for structural building panel cages.
少なくとも2つのモジュラー・ユニットであって、
前記モジュラー・ユニットの長手方向の縁を定義し、互いに隣接し、平行、または、実質的に平行の関係で空間を維持する第1および第2の細長い支持部材(12,14)と、
前記長手方向の縁から延伸し、前記第1および第2の部材(12,14)を接続する連結部材(20,22)とを含み、
前記各モジュラー・ユニットは、同一平面、または、実質的に同一平面上にあり、互いに空間を取って平行、または、実質的に平行に配置され、前記モジュラー・ユニット間の前記空間が隙間を形成する、
少なくとも2つのモジュラー・ユニットと
前記少なくとも2つのモジュラー・ユニットを接続する一対の平行なモジュラー・ユニット間の隙間に配置された熱絶縁ファスナー(24)と、
前記平行なモジュラー・ユニット間の接続と、少なくとも2つのモジュラー・ユニットを接続する前記熱絶縁ファスナー(24)とを強化する補強部材(24)とを含み、
前記隙間と前記熱絶縁ファスナー(24)とが、共に前記同一平面上にあるモジュラー・ユニット間の実質的な熱遮断を提供する、
構造建築パネルのケージのための断熱トラス(10)。
At least two modular units,
First and second elongate support members (12, 14) defining longitudinal edges of the modular unit and maintaining space in a parallel or substantially parallel relationship adjacent to each other;
A connecting member (20, 22) extending from the longitudinal edge and connecting the first and second members (12, 14);
The modular units are coplanar or substantially coplanar and are arranged in parallel or substantially parallel to each other with the space between the modular units forming a gap. To
A thermal insulation fastener (24) disposed in a gap between at least two modular units and a pair of parallel modular units connecting said at least two modular units;
A reinforcing member (24) that reinforces the connection between the parallel modular units and the thermally insulating fastener (24) connecting at least two modular units;
The gap and the thermally insulating fastener (24) provide substantial thermal isolation between modular units that are both coplanar;
Thermal insulation truss (10) for structural building panel cages.
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