JP2019015116A - Insulation structure, insulation construction method, insulating material and insulation cover for brace - Google Patents

Insulation structure, insulation construction method, insulating material and insulation cover for brace Download PDF

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JP2019015116A
JP2019015116A JP2017134037A JP2017134037A JP2019015116A JP 2019015116 A JP2019015116 A JP 2019015116A JP 2017134037 A JP2017134037 A JP 2017134037A JP 2017134037 A JP2017134037 A JP 2017134037A JP 2019015116 A JP2019015116 A JP 2019015116A
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brace
heat insulating
shape
insulation
insulating material
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JP6372596B1 (en
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保人 杉村
Yasuto Sugimura
保人 杉村
東 忠雄
Tadao Azuma
忠雄 東
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Sekisui House Ltd
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Abstract

To provide an insulation structure and an insulation construction method which can prevent brace deformation from being suppressed through interference created by stretch type braces installed in a wall structure plane of a building having a framework structural skeleton and hard insulating material filled in the structure plane.SOLUTION: For an insulation structure and an insulation construction method receiving a brace 2 in a concave groove 31 after installing in a wall structure plane 1 a board-like insulation material on which the concave groove 31 corresponding to a shape of the brace 2 is formed on one side surface, at least a part of a side edge of the concave groove 31 is shaped in a non-straight curve or flexure not to prevent the brace 2 from deforming on an earthquake or the like. For the insulation structure and the insulation construction method spraying curable spraying insulation material 4 in the wall structure plane 1, a brace insulation cover 5 with at least a part of the side edge shaped in the non-straight curve or flexure in a way not to prevent the brace from deforming is covered on the brace 2 and the spraying insulation material 4 is filled on the outer side thereof.SELECTED DRAWING: Figure 2

Description

本発明は、主として鉄骨系の軸組構造による建物の外壁部分に適用される断熱構造と、該断熱構造の施工手順に係る断熱工法と、該断熱構造・工法に用いられる断熱材および筋かい断熱カバーに関する。   The present invention relates to a heat insulating structure mainly applied to an outer wall portion of a building having a steel frame structure, a heat insulating method according to a construction procedure of the heat insulating structure, a heat insulating material used for the heat insulating structure / method, and a brace heat insulating. Regarding the cover.

人の居住や業務活動等の用に供される建物では、居住性や省エネルギー性を向上させるため、壁、屋根、床下等の外皮部分が断熱材によって包囲される。その種の断熱材としては、(1)グラスウール、ロックウール等の繊維系断熱材を柔軟なマット状に加工したもの、(2)ポリスチレンフォーム、フェノールフォーム、硬質ウレタンフォーム等の発泡性樹脂をボード状に成形したもの、(3)施工現場で泡状のウレタンフォーム等を吹き付けて硬化させるもの、(4)ロックウール、セルローズファイバー等の繊維系断熱材の小片を吹付け又は充填するもの等があり、これらが施工部位や施工条件等に応じて適宜選択される。一般的には、繊維系断熱材に比べて、発泡樹脂系断熱材のほうが、厚さ当たりの断熱性に優れるとされており、建物に高レベルの断熱性能が求められるようになった近年では、後者がよく利用されるようになってきている。   In buildings used for human residence and business activities, outer skin parts such as walls, roofs, and floors are surrounded by a heat insulating material in order to improve habitability and energy saving. This type of insulation includes (1) fiber insulation such as glass wool and rock wool processed into a flexible mat, and (2) foamed resin such as polystyrene foam, phenol foam, and rigid urethane foam. (3) Those that are foamed and cured with foamed urethane foam at the construction site, (4) Those that spray or fill with small pieces of fibrous heat insulating material such as rock wool, cellulose fiber, etc. Yes, these are appropriately selected according to the construction site and construction conditions. In general, it is said that the foamed resin-based heat insulating material is superior in heat insulating property per thickness compared to the fiber-based heat insulating material, and in recent years when high-level heat insulating performance has been required for buildings. The latter is becoming popular.

木造系または鉄骨系の軸組構造による建物においては、外壁部分の断熱性を高めるため、柱や間柱等の直立材と梁や桁等の横架材とを枠組みして構成される矩形の壁構面内に前述のような断熱材が充填される。ところが、かかる壁構面には通常、耐震または制振部材としての筋かい(筋違・筋交)が対角線状に組み付けられるので、それらの筋かいと断熱材との干渉が生じる。   In a building with a wooden or steel frame structure, a rectangular wall constructed of a framework of upright materials such as columns and studs and horizontal materials such as beams and girders to enhance the heat insulation of the outer wall The construction surface is filled with the heat insulating material as described above. However, since braces (stitching and struts) as seismic resistance or damping members are assembled diagonally on such wall construction surfaces, interference between these braces and the heat insulating material occurs.

マット状の繊維系断熱材は、それを押しつぶすか、筋かいをかわすように変形させることで、筋かいの周囲に無理なく配置することができる。吹付断熱材も、それを壁構面内に吹き付けることで、筋かいの周囲に隙間なく充填することができる。ボード状の断熱材に関しては、例えば特許文献1、2等に開示されているように、筋かいや制振部材の形状に対応した凹溝を断熱材の片面にあらかじめ切り欠いておき、その凹溝に筋かい等を嵌め込むようにして断熱材を壁構面に建て込む、という断熱構造・工法が採用される。   The mat-like fiber-based heat insulating material can be easily disposed around the brace by squeezing it or deforming it so as to dodge the brace. The spray insulation can also be filled around the brace without any gaps by spraying it on the wall surface. Regarding the board-like heat insulating material, for example, as disclosed in Patent Documents 1 and 2, etc., a concave groove corresponding to the shape of a brace or a vibration damping member is cut out in advance on one side of the heat insulating material, and the concave A heat insulating structure and construction method is adopted in which a heat insulating material is built in the wall construction surface so that a brace or the like is fitted in the groove.

特開平11−350623号公報JP-A-11-350623 特開2016−186193号公報Japanese Patent Laid-Open No. 2006-186193

しかしながら、硬質のボード状断熱材や硬化性の吹付断熱材によって筋かいを包囲する断熱構造・工法を採用した場合には、地震等によって壁構面が変形しようとする際に、筋かいの変形挙動が断熱材によって拘束されてしまうことで、構造設計上、想定された通りの耐震性能または制振性能が発揮されなくなるおそれがある。   However, when a heat insulation structure or construction method that surrounds the brace with hard board-like insulation or curable spray insulation is used, the deformation of the brace will occur when the wall surface is deformed due to an earthquake, etc. If the behavior is constrained by the heat insulating material, there is a risk that the seismic performance or damping performance as assumed in the structural design may not be exhibited.

特に、鉄骨系の軸組構造で多用される引張型の筋かいは、圧縮時には略S字状に撓み変形することを前提として組み付けられるので、その撓み変形が拘束されると、断熱材が割れたり、筋かい自体が破断したりしかねない。   In particular, the tension type brace frequently used in a steel frame structure is assembled on the premise that it is bent and deformed in a substantially S shape when compressed, so if the bending deformation is constrained, the heat insulating material will crack. Or the brace itself may break.

本発明は、かかる問題に着目してなされたもので、特に鉄骨系の軸組構造躯体を有する建物の壁構面において、該壁構面に組み付けられる引張型の筋かいと該構面内に充填される硬質の断熱材(発泡性樹脂からなるボード状断熱材または硬化性の吹付断熱材)との干渉によって筋かいの撓み変形が妨げられるのを回避し得る断熱構造および断熱工法を提供するものである。   The present invention has been made paying attention to such a problem, and in particular, in the wall surface of a building having a steel frame structure, the tension type strut to be assembled to the wall surface and filling in the surface. Providing a heat insulation structure and a heat insulation method capable of avoiding that the bending deformation of the brace is hindered by interference with a hard heat insulation material (board-like heat insulation material made of foaming resin or curable spray heat insulation material) It is.

あわせて本発明は、該断熱構造・工法に好適に用いられる断熱材および筋かい断熱カバーを提供するものである。   In addition, the present invention provides a heat insulating material and a brace heat insulating cover suitably used for the heat insulating structure and construction method.

本発明は、主として鉄骨系の軸組構造躯体の壁構面に組み付けられる引張型の筋かいが、地震等に際して構造設計上、想定された通りに変形し得るように、該壁構面における断熱材の充填形態を改良したものである。図1は、引張型の筋かい2が組み付けられた壁構面1の構造モデルを示している。壁構面1に大きな水平力が作用すると、壁構面1が平行四辺形に変形する。このとき、壁構面1内の対角2点間に取り付けられて引張方向の変位に抵抗する直線状の斜材が、本発明における「引張型の筋かい」である。一般的には、棒鋼、平鋼、山形鋼、鋼管等を利用して形成される。   The present invention provides heat insulation in the wall structure so that a tensile brace assembled mainly on the wall structure of a steel frame structure can be deformed as expected in structural design in the event of an earthquake or the like. This is an improvement in the filling form of the material. FIG. 1 shows a structural model of a wall construction surface 1 to which a tension type brace 2 is assembled. When a large horizontal force acts on the wall construction surface 1, the wall construction surface 1 is deformed into a parallelogram. At this time, the linear diagonal member attached between two diagonal points in the wall construction surface 1 and resisting displacement in the tensile direction is the “tensile brace” in the present invention. In general, it is formed using a bar, flat steel, angle steel, steel pipe or the like.

引張型の筋かい2は、圧縮力を受けると弧状に撓み変形するが、図示のように、矩形の壁構面1内に2本の筋かい2、2がX字状に組み付けられて、中央の交差部分が拘束されている場合には、圧縮側の筋かい2(B)が正面視S字状または逆S字状のどちらかに撓み変形する。   The tension type brace 2 is bent and deformed in an arc when receiving a compressive force, but as shown in the figure, the two braces 2 and 2 are assembled in an X shape in the rectangular wall construction surface 1. When the central intersection is constrained, the brace 2 (B) on the compression side bends and deforms in either an S-shape or an inverted S-shape when viewed from the front.

そこで、本発明は、まず、壁構面内にボード状の断熱材を建て込む断熱構造・工法に関して、以下の技術的手段を採用する。   Therefore, the present invention first employs the following technical means regarding a heat insulating structure and construction method in which a board-shaped heat insulating material is built in the wall surface.

すなわち、本発明の断熱構造は、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、前記筋かいの形状に対応する凹溝を片側表面に形成したボード状の断熱材が建て込まれて、前記凹溝内に前記筋かいが収容される断熱構造において、前記凹溝の側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしていることを特徴とする。   That is, the heat insulating structure of the present invention is a board-shaped heat insulating material in which a concave groove corresponding to the shape of the brace is formed on one side surface in the wall surface of the frame structure frame in which a tensile brace is assembled. In the heat insulating structure in which the brace is accommodated in the concave groove, at least a part of the side edge of the concave groove does not hinder the flexure deformation of the brace during an earthquake or the like. It is characterized by a non-linearly curved or bent shape.

また、本発明の断熱工法は、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、あらかじめ前記筋かいの形状に対応する凹溝を片側表面に形成したボード状の断熱材を建て込んで、前記凹溝内に前記筋かいを収容する断熱工法において、前記凹溝の側縁の少なくとも一部を、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状となしておくことを特徴とする。   In addition, the heat insulation method of the present invention is a board-like heat insulation in which a concave groove corresponding to the shape of the brace is formed in advance on the one side surface in the wall surface of the frame structure frame in which the tension type brace is assembled. In the heat insulation method in which a material is built and the reinforcement is accommodated in the concave groove, at least a part of the side edge of the concave groove is not disturbed so as not to prevent the deformation of the reinforcement during an earthquake or the like. It is characterized by having a linearly curved or bent shape.

このように、引張型の筋かいが収容される断熱材の凹溝を、筋かいの撓み変形を妨げない形状にすることで、筋かいを断熱材によって拘束することなく、想定通りに撓み変形させることができる。   In this way, the concave groove of the heat insulating material in which the tensile type brace is accommodated is formed into a shape that does not hinder the bending deformation of the brace, so that the brace is deformed as expected without being constrained by the heat insulating material. Can be made.

さらに、前記断熱構造・工法においては、圧縮力を受けた筋かいが、正面視S字状または逆S字状のどちらに変形するかをあらかじめ規制し得るように、前記凹溝の側縁を、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状となすことができる。具体的には、筋かいが収容される凹溝の両側縁のうち筋かいを変形させない側の側縁を直線状に形成して筋かいに近接させておき、筋かいを変形させる側の側縁だけを湾曲または屈曲させておく。こうして、断熱材に形成する凹溝の幅を最小限にすることで、凹溝による断熱欠損を小さくすることができる。   Further, in the heat insulating structure / construction method, the side edge of the concave groove is formed so as to be able to regulate in advance whether the brace subjected to the compressive force is deformed into an S shape or an inverted S shape when viewed from the front. The shape of the brace can be deformed to be limited to one of an S-shape or an inverted S-shape when viewed from the front. Specifically, of the both side edges of the concave groove in which the brace is accommodated, the side edge on the side where the brace is not deformed is formed in a straight line so as to be close to the brace, and the side where the brace is deformed Only the edges are curved or bent. Thus, by minimizing the width of the groove formed in the heat insulating material, the heat insulation defect due to the groove can be reduced.

さらに、本発明は、前記筋かいと前記凹溝との隙間に形状可変性を有する他の断熱材を充填することによって、凹溝による断熱欠損を、より小さくすることができる。「形状可変性を有する断熱材」とは、具体的には、グラスウール、ロックウール、セルロースファイバー等の繊維系断熱材、あるいはそれらの小片をブローイングして非硬化状態に定着させるもの、等を好適に利用することができる。   Furthermore, according to the present invention, the heat insulation defect due to the concave groove can be further reduced by filling the gap between the streak and the concave groove with another heat insulating material having shape changeability. Specifically, the “heat insulating material having shape variability” is preferably a fiber-based heat insulating material such as glass wool, rock wool, or cellulose fiber, or a material that blows small pieces thereof to fix them in an uncured state. Can be used.

また、本発明は、前記断熱構造・工法を好適に実施するための断熱材として、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に建て込まれるボード状の断熱材であって、片側表面に前記筋かいの形状に対応する凹溝が形成されており、前記凹溝の側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしている、との構成を採用する。   Further, the present invention is a board-like heat insulating material built in the wall structure surface of the frame structure frame in which the tension type brace is assembled as a heat insulating material for suitably carrying out the heat insulating structure and construction method. In addition, a concave groove corresponding to the shape of the brace is formed on one side surface, and at least a part of the side edge of the concave groove does not hinder the flexural deformation of the brace during an earthquake or the like. A configuration in which the shape is curved or bent nonlinearly is adopted.

続いて本発明は、壁構面内に硬化性の吹付断熱材を吹き付けて充填する断熱構造・工法に関して、以下の技術的手段を採用する。   Subsequently, the present invention employs the following technical means regarding a heat insulating structure and construction method in which a curable spray heat insulating material is sprayed and filled in the wall surface.

すなわち、本発明の断熱構造は、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に硬化性の吹付断熱材が充填される断熱構造において、前記筋かいには、地震時等における前記筋かいの撓み変形を妨げないように、側縁の少なくとも一部が非直線的に湾曲または屈曲した形状をなす筋かい断熱カバーが被せられ、前記筋かい断熱カバーの外側と前記壁構面との間に前記吹付断熱材が充填されたことを特徴とする。   That is, the heat insulating structure of the present invention is a heat insulating structure in which a curable spray insulating material is filled in a wall structure surface of a frame structure frame in which a tension type brace is assembled. In order not to hinder the flexure deformation of the brace, etc., at least a part of the side edge is covered with a brace insulation cover having a non-linearly curved or bent shape, and the outside of the brace insulation cover and the wall The spraying heat insulating material is filled between the construction surface.

また、本発明の断熱工法は、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に硬化性の吹付断熱材を吹き付けて充填する断熱工法において、前記筋かいには、前記吹付断熱材の吹き付け前に、地震時等における前記筋かいの撓み変形を妨げないように、側縁の少なくとも一部が非直線的に湾曲または屈曲した形状をなす筋かい断熱カバーを被せておき、前記筋かい断熱カバーの外側と前記壁構面との間に前記吹付断熱材を吹き付けて充填することを特徴とする。   Further, the heat insulation method of the present invention is a heat insulation method in which a curable spray insulation material is sprayed and filled in a wall structure surface of a frame structure frame in which a tension type brace is assembled. Before spraying the spraying insulation, cover the brace with a brace that has a shape in which at least a part of the side edges are curved or bent in a non-linear manner so as not to hinder the deformation of the brace during an earthquake. The spraying heat insulating material is sprayed and filled between the outer side of the brace heat insulating cover and the wall construction surface.

このように、筋かいに、その撓み変形を妨げない形状の筋かい断熱カバーを被せて、その外側に吹付断熱材を吹き付けることで、筋かいを断熱材によって拘束することなく、想定通りに撓み変形させることができる。   In this way, by covering the brace with a brace insulation cover that does not hinder the deformation of the brace and spraying spray insulation on the outside, the brace can be bent as expected without being constrained by the insulation. Can be deformed.

そして、この断熱構造・工法においても、圧縮力を受けた筋かいが、正面視S字状または逆S字状のどちらに変形するかをあらかじめ規制し得るように、前記筋かい断熱カバーの側縁を、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状となすことができる。具体的には、筋かい断熱カバーの両側縁のうち筋かいを変形させない側の側縁を直線的に形成して筋かいに近接させておき、筋かいを変形させる側の側縁だけを湾曲または屈曲させておく。こうして、筋かい断熱カバーの幅を最小限にすることで、吹付断熱材が充填されない空間による断熱欠損を小さくすることができる。   And also in this heat insulation structure and construction method, the side of the brace heat insulation cover is provided so that it can be regulated in advance whether the brace subjected to the compressive force is deformed into an S shape or an inverted S shape when viewed from the front. An edge can be made into the shape which limits the bending deformation of the said brace | straight to either one of a front view S shape or reverse S shape. Specifically, of the side edges of the brace insulation cover, the side edge on the side that does not deform the brace is formed linearly and close to the brace, and only the side edge on the side that deforms the brace is curved. Or keep it bent. Thus, by minimizing the width of the brace heat insulating cover, it is possible to reduce the heat insulation defect due to the space not filled with the spray heat insulating material.

さらに、この発明においても、前記筋かいと前記筋かい断熱カバーとの隙間に形状可変性を有する他の断熱材を充填することによって、筋かい断熱カバーの内側空間による断熱欠損を、より小さくすることができる。   Furthermore, also in this invention, the heat insulation defect | deletion by the inner space of a brace heat insulation cover is made smaller by filling the clearance gap between the said brace and the brace heat insulation cover with the other heat insulating material which has shape changeability. be able to.

また、本発明は、前記断熱構造・工法を好適に実施するための筋かい断熱カバーとして、引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、硬化性の吹付断熱材が充填される断熱構造において、前記筋かいに被せられる筋かい断熱カバーであって、前記筋かいの周囲を包囲しうる細長い箱状をなし、前記筋かいを包囲する側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしている、との構成を採用する。   Further, the present invention provides a curable spraying heat insulating material in a wall structure surface of a frame structure frame in which a tensile type brace is assembled as a brace heat insulating cover for suitably carrying out the heat insulating structure and construction method. Is a brace insulation cover that covers the brace, has an elongated box shape that can surround the brace, and at least part of a side edge that surrounds the brace A configuration is adopted in which the shape is curved or bent nonlinearly so as not to hinder the flexure deformation of the brace during an earthquake or the like.

前述のように構成される本発明の断熱構造・工法によれば、硬質の断熱材(発泡性樹脂等からなるボード状断熱材または硬化性の吹付断熱材)を軸組構造躯体の構面内に充填することで、高い断熱性能を得ることができるとともに、その断熱材が該構面内に組み付けられる引張型の筋かいの撓み変形を妨げなくなることで、構造設計上、想定された通りの耐震性能や制振性能を得ることができる。   According to the heat insulation structure / construction method of the present invention configured as described above, a hard heat insulating material (board-shaped heat insulating material made of foamable resin or the like, or a curable spray heat insulating material) is placed in the frame of the frame structure frame. In addition to being able to obtain high thermal insulation performance, the thermal insulation does not interfere with the bending deformation of the tension type brace that is assembled in the construction surface. Performance and vibration control performance can be obtained.

また、本発明の断熱材または筋かい断熱カバーを利用することにより、前記断熱構造・工法を好適に実施することができる。   Moreover, the said heat insulation structure and construction method can be implemented suitably by utilizing the heat insulating material or the brace heat insulation cover of this invention.

引張型の筋かいが組み付けられた壁構面の構造モデルの説明図である。It is explanatory drawing of the structural model of the wall construction surface in which the tension type brace was assembled | attached. 本発明の第1実施形態を説明する斜視図である。It is a perspective view explaining a 1st embodiment of the present invention. 前記第1実施形態に係る断熱材の正面図である。It is a front view of the heat insulating material which concerns on the said 1st Embodiment. 本発明の第2実施形態を説明する斜視図である。It is a perspective view explaining 2nd Embodiment of this invention. 同じく、本発明の第2実施形態を説明する斜視図である。Similarly, it is a perspective view explaining a 2nd embodiment of the present invention.

以下、本発明の実施の形態について、図面を参照しつつ説明する。   Embodiments of the present invention will be described below with reference to the drawings.

[第1実施形態]
図2〜図3は本発明の第1実施形態を示す。この実施形態は、壁構面1内にボード状の断熱材3を建て込む方式の断熱構造・工法に係るものである。
[First Embodiment]
2 to 3 show a first embodiment of the present invention. This embodiment relates to a heat insulating structure / construction method in which a board-shaped heat insulating material 3 is built in the wall construction surface 1.

例示した壁構面1は、鉄骨系の軸組構造躯体の外壁部分に多用される類の構造体である。柱や間柱等を構成する一対の直立材11、11と、梁や桁等を構成する一対の横架材12、12とを接合して矩形の枠体が形成され、その枠体の高さ方向における中間部に1本の横桟材13が取り付けられている。直立材11および横架材12は、例えばH形鋼、リップ付き溝形鋼、角形鋼管等を用いて形成され、横桟材13は、例えばリップ付き溝形鋼、山形鋼等を用いて形成される。ただし、本発明においては、それらの部材の詳細な形状や接合形態等は特に限定しない。   The illustrated wall construction surface 1 is a kind of structure that is frequently used in the outer wall portion of a steel frame structure. A rectangular frame is formed by joining a pair of upright members 11 and 11 constituting columns, studs and the like and a pair of horizontal members 12 and 12 constituting beams and girders, etc., and the height of the frame One crosspiece 13 is attached to an intermediate part in the direction. The upright member 11 and the horizontal member 12 are formed using, for example, an H-shaped steel, a grooved steel with a lip, a square steel pipe, or the like, and the crosspiece 13 is formed using, for example, a grooved steel with a lip, an angle steel, or the like. Is done. However, in the present invention, there are no particular limitations on the detailed shapes and joining forms of these members.

枠体の内側には、引張型の筋かい2、2が2本、X字状に交差するようにして取り付けられている。筋かい2は、例えば棒鋼、平鋼、山形鋼、小径の鋼管等を用いて形成され、それぞれの両端部が枠体の隅部近傍に、適宜の接合手段を介して接合されている。2本の筋かい2、2は、例えば横桟材13の中央部分に形成された長孔状の通孔部14に遊挿された状態で組み付けられるなどにより、壁構面1の面外方向には変形しないように拘束されている。   Two tension braces 2 and 2 are attached to the inside of the frame so as to intersect in an X shape. The brace 2 is formed using, for example, a bar steel, a flat steel, an angle steel, a small-diameter steel pipe, and the like, and both end portions thereof are joined in the vicinity of the corners of the frame body through appropriate joining means. For example, the two braces 2 and 2 are assembled in a state in which they are loosely inserted into a long hole-shaped through-hole portion 14 formed in the central portion of the crosspiece 13, for example, in the out-of-plane direction of the wall construction surface 1. It is constrained so as not to be deformed.

断熱材3は、例えばポリスチレンフォーム、フェノールフォーム、硬質ウレタンフォーム等の発泡性樹脂からなり、壁構面1の枠内に納まる大きさおよび厚さのボード状に成形されている。断熱材3の片側表面には、2本の筋かい2、2の位置に合致する凹溝31、31および横桟材13の位置に合致する凹溝32が、各部材の略全長にわたるように形成されている。これらの凹溝31、32は、断熱材3の厚みの過半程度を欠き取るか、あるいは薄板状の断熱材3の片側表面に所定形状に切断した複数枚の断熱材3片を張り重ねるなどして形成されている。断熱材3は、その両縦辺における2〜3個所が、壁構面1を構成する両側の直立材11、11に対し、例えば上下方向に若干変位し得るような取付手段(図示せず)を介して取り付けられている。   The heat insulating material 3 is made of, for example, a foamable resin such as polystyrene foam, phenol foam, or rigid urethane foam, and is formed into a board shape having a size and thickness that fits within the frame of the wall construction surface 1. On one side surface of the heat insulating material 3, the concave grooves 31, 31 matching the positions of the two braces 2, 2 and the concave grooves 32 matching the positions of the crosspieces 13 extend over substantially the entire length of each member. Is formed. The concave grooves 31 and 32 are formed by removing a majority of the thickness of the heat insulating material 3 or by superposing a plurality of pieces of heat insulating material 3 cut into a predetermined shape on one surface of the thin plate-shaped heat insulating material 3. Is formed. The heat insulating material 3 has a mounting means (not shown) in which two to three portions on both vertical sides can be slightly displaced, for example, in the vertical direction with respect to the upright materials 11 and 11 on both sides constituting the wall construction surface 1. Is attached through.

本発明の要部は、筋かいを収容する凹溝31の形状にある。すなわち、各凹溝31は、その長さ方向に沿う側縁の一部が、地震時等における筋かい2の撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしている。具体的には、図3の向きで断熱材3を正面から見たとき、左上から右下にかけて形成された凹溝31は、該凹溝31内に収容される筋かい2が逆S字状に撓み変形し得るように、上半部の右側縁が右側へ膨出するように湾曲するとともに、下半部の左側縁が左側へ膨出するように湾曲している。他方、この凹溝31の上半部の左側縁および下半部の右側縁は直線状に形成されて、該凹溝31内の筋かい2がS字状に撓み変形するのを妨げている。これにより、この凹溝31内の筋かい2は、圧縮時には逆S字状にしか撓み変形できなくなる。   The main part of the present invention is in the shape of the concave groove 31 that accommodates the brace. That is, each concave groove 31 has a shape in which a part of a side edge along the length direction thereof is nonlinearly curved or bent so as not to prevent the flexure deformation of the brace 2 during an earthquake or the like. . Specifically, when the heat insulating material 3 is viewed from the front in the direction of FIG. 3, the groove 31 formed from the upper left to the lower right has a brace 2 housed in the groove 31 in an inverted S shape. So that the right edge of the upper half bulges to the right, and the left edge of the lower half bulges to the left. On the other hand, the left side edge of the upper half part and the right side edge of the lower half part of the concave groove 31 are formed in a straight line, thereby preventing the brace 2 in the concave groove 31 from being bent and deformed in an S shape. . As a result, the brace 2 in the concave groove 31 can be bent and deformed only in an inverted S shape when compressed.

また、前記とは逆に、断熱材3の右上から左下にかけて形成された凹溝31は、該凹溝31内に収容される筋かい2がS字状にのみ変形し得るように、上半部の左側縁が左側に膨出するように湾曲するとともに、下半部の右側縁が右側に膨出するように湾曲する一方、上半部の右側縁および下半部の左側縁は直線状に形成されている。   Contrary to the above, the concave groove 31 formed from the upper right to the lower left of the heat insulating material 3 has an upper half so that the brace 2 accommodated in the concave groove 31 can be deformed only in an S shape. The left side edge of the part is curved so that it bulges to the left side, and the right side edge of the lower half part is curved so that it bulges to the right side, while the right side edge of the upper half part and the left side edge of the lower half part are linear Is formed.

このように、筋かい2の撓み変形に対応する凹溝31をあらかじめ断熱材3の片側表面に形成しておき、その断熱材3を壁構面1に建て込んで、凹溝31内に筋かい2を収容する、という断熱構造・工法により、壁構面1の断熱性能と構造的性能(耐震性能または制振性能)との両方を向上させることができる。もちろん、筋かい2の撓み変形を許容する膨出部分と、撓み変形を拘束する直線状部分とを、図示した形態とは反対の位置関係になるように形成しても差し支えない。   In this way, the groove 31 corresponding to the bending deformation of the brace 2 is formed in advance on one surface of the heat insulating material 3, and the heat insulating material 3 is built in the wall construction surface 1 to With the heat insulating structure / construction method of accommodating the paddle 2, both the heat insulating performance and the structural performance (seismic performance or vibration control performance) of the wall structure surface 1 can be improved. Of course, the bulging portion allowing the flexure deformation of the brace 2 and the linear portion constraining the flexure deformation may be formed so as to have a positional relationship opposite to the illustrated form.

凹溝31の膨出部分の膨出幅は、構造設計上、想定される筋かい2の最大撓み寸法dに応じて決定される。その撓み寸法dは、壁構面1の高さHおよび幅Wによるが、例えば高さH=3m、幅W=2mのとき、撓み寸法d=10cm程度が目安となる。   The bulging width of the bulging portion of the concave groove 31 is determined according to the maximum deflection dimension d of the brace 2 that is assumed in structural design. The deflection dimension d depends on the height H and the width W of the wall construction surface 1. For example, when the height H is 3 m and the width W is 2 m, the deflection dimension d is about 10 cm.

なお、凹溝31の直線状部分と筋かい2とが、ぴったり密着するような寸法設計になっていると、断熱材3を壁構面1内に建て込む作業が困難になるおそれがある。そこで、凹溝31の直線状部分と筋かい2との間に数mm程度のクリアランスを設けておくとともに、例えば該直線状部分の中間適所(図3中の△印付近)に小突起を設けるなどして、その小突起を筋かい2に当接させておく。すると、筋かい2が圧縮力を受けたときに、小突起の押圧作用を契機として、筋かい2が小突起の反対側(凹溝31の側縁が膨出している側)に撓みやすくなる。このように、筋かい2が撓む向きを誘導する適宜の手段を設けるのも好ましい。   In addition, when the dimensional design is such that the linear portion of the concave groove 31 and the brace 2 are in close contact with each other, it may be difficult to build the heat insulating material 3 in the wall construction surface 1. Therefore, a clearance of about several millimeters is provided between the linear portion of the concave groove 31 and the brace 2 and, for example, a small protrusion is provided at an intermediate appropriate position (near the Δ mark in FIG. 3) of the linear portion. For example, the small protrusion is brought into contact with the brace 2. Then, when the brace 2 receives a compressive force, the brace 2 is likely to bend to the opposite side of the small projection (the side where the side edge of the groove 31 bulges), triggered by the pressing action of the small projection. . Thus, it is also preferable to provide an appropriate means for guiding the direction in which the brace 2 bends.

壁構面1に断熱材3を建て込んだ後は、筋かい2と凹溝31との隙間に形状可変性を有する他の断熱材(図示せず)を充填するのも好ましい。これにより、凹溝31による断熱欠損を小さくして、断熱性能を向上させることができる。「形状可変性を有する断熱材」としては、例えばグラスウール、ロックウール、セルロースファイバー等の繊維系断熱材、あるいはそれらの小片をブローイングして非硬化状態に定着させるもの、等を好適に利用することができる。   After the heat insulating material 3 is built in the wall construction surface 1, it is also preferable to fill the gap between the brace 2 and the groove 31 with another heat insulating material (not shown) having shape changeability. Thereby, the heat insulation defect by the ditch | groove 31 can be made small, and heat insulation performance can be improved. As the “heat-insulating material having shape changeability”, for example, a fiber-based heat insulating material such as glass wool, rock wool, cellulose fiber, or the like, which blows a small piece thereof and fixes it in an uncured state, etc. is preferably used. Can do.

[第2実施形態]
図4〜図5は本発明の第2実施形態を示す。この実施形態は、壁構面1内に吹付断熱材4を吹き付けて硬化させる方式の断熱構造・工法に係るものである。壁構面1は、前述の第1実施形態に係る壁構面1と同じであり、その説明は省略する。
[Second Embodiment]
4 to 5 show a second embodiment of the present invention. This embodiment relates to a heat insulation structure / construction method in which a spray heat insulating material 4 is sprayed and cured in the wall construction surface 1. The wall construction surface 1 is the same as the wall construction surface 1 according to the first embodiment described above, and a description thereof will be omitted.

吹付断熱材4としては、現場発泡式のウレタンフォーム系断熱材が最も一般的である。1液性の簡易なスプレー缶タイプと、2種類の原液を混合して発泡させ、スプレーガンを用いて吹き付ける2液性の現場発泡タイプとがあるが、本発明は、特にそれらを限定しない。   As the spray heat insulating material 4, an in-situ foam type urethane foam heat insulating material is most common. There are a one-component simple spray can type and a two-component in-situ foam type in which two types of stock solutions are mixed and foamed and sprayed using a spray gun. However, the present invention is not particularly limited thereto.

本発明の要部は、吹付断熱材4を吹き付ける前に、筋かい2の周囲に筋かい断熱カバー5を被せる点にある。筋かい断熱カバー5は、例えば軟質の塩化ビニル樹脂、薄手の硬質ポリスチレンボード、あるいは厚紙といった、吹付断熱材4が付着し易く、比較的安価で加工性にも優れる材料によって形成された部材である。筋かい断熱カバー5は、筋かい2の周囲を包囲し得る細長い箱状に形成されて、その細長い一面と、その両端に接続する小口部分の少なくとも一部が開口している。図4に示した形態では、壁構面1内でX字上に交差する2本の筋かい2、2の上半部および下半部に、全部で4個の筋かい断熱カバー5が図中の手前側から被せられて、各筋かい2がそれぞれの略全長にわたって包囲される。   The main part of the present invention is that a brace heat insulating cover 5 is put around the brace 2 before the spraying heat insulating material 4 is sprayed. The brace heat insulating cover 5 is a member formed of a material that is easy to adhere to the spray heat insulating material 4 such as soft vinyl chloride resin, thin hard polystyrene board, or cardboard, and that is relatively inexpensive and excellent in workability. . The brace heat insulating cover 5 is formed in a long and narrow box shape that can surround the brace 2, and at least a part of the slender side surface and a small edge portion connected to both ends thereof are opened. In the form shown in FIG. 4, a total of four brace insulation covers 5 are shown on the upper half and the lower half of the two braces 2, 2 that intersect the X shape in the wall construction surface 1. Covered from the front side of the inside, each brace 2 is surrounded over substantially the entire length.

個々の筋かい断熱カバー5は、筋かい2を包囲する長手の両側縁のうち一方の側縁が、筋かい2の撓み変形を妨げないように非直線的に湾曲または屈曲し、他方の側縁は筋かい2に近接して直線状に延びる、正面視略弓形の形状を有している。そして、前述の第1実施形態と同様に、各筋かい2を正面視S字状または逆S字状のいずれか一方に撓み変形させるように、各筋かい2の上半部と下半部とで側縁の膨出方向を反転させて配置される。   Each brace thermal insulation cover 5 is curved or bent in a non-linear manner so that one side edge of both longitudinal side edges surrounding the brace 2 does not hinder the flexure deformation of the brace 2. The edge has a generally arcuate shape when viewed from the front, extending linearly close to the brace 2. And like the above-mentioned 1st Embodiment, the upper half part and lower half part of each brace 2 are bent so that each brace 2 may be bent and deformed in either S-shape or reverse S-shape in front view. And the bulging direction of the side edge is reversed.

このような筋かい断熱カバー5が、図5に示すように壁構面1内に仮止めされた後、筋かい断熱カバー5を被せた側から吹付断熱材4が壁構面1内に吹き付けられ、壁構面1内の隅々まで充填される。その吹付断熱材4が硬化すると、前述の第1実施形態と同様に、筋かい2を圧縮時にS字状または逆S字状のいずれか一方に撓み変形させ得る断熱構造が得られる。   After such a brace insulation cover 5 is temporarily fixed in the wall construction surface 1 as shown in FIG. 5, the spray insulation 4 is sprayed into the wall construction surface 1 from the side covered with the brace insulation cover 5. And filled to every corner in the wall construction surface 1. When the sprayed heat insulating material 4 is cured, a heat insulating structure capable of flexing and deforming the brace 2 to be either S-shaped or inverted S-shaped when compressed is obtained as in the first embodiment.

筋かい断熱カバー5における、膨出側の側縁の膨出幅については、前述の第1実施形態における凹溝の膨出幅に準じる。また、筋かい2が圧縮時に撓む向きをS字状または逆S字状のいずれか一方に誘導する手段についても、前述の第1実施形態と同様の小突起を利用することができる。   The bulging width of the side edge on the bulging side in the brace heat insulating cover 5 conforms to the bulging width of the concave groove in the first embodiment described above. In addition, the same small protrusion as in the first embodiment can be used for the means for guiding the direction in which the brace 2 bends during compression to either the S-shape or the inverted S-shape.

そして、吹付断熱材4の吹き付け後、あるいは吹き付け前でも可能であるが、筋かい2と筋かい断熱カバー5との隙間に形状可変性を有する他の断熱材(図示せず)を充填して断熱性能をさらに向上させることができる点も、前述の第1実施形態と同様である。   Then, after spraying the spraying heat insulating material 4 or before spraying, it is possible to fill the gap between the brace 2 and the brace heat insulating cover 5 with another heat insulating material (not shown) having shape changeability. The point which can further improve a heat insulation performance is the same as that of the above-mentioned 1st Embodiment.

このように、本発明の断熱構造・工法を採用した場合には、発泡性樹脂等からなるボード状断熱材3または硬化性の吹付断熱材4を軸組構造躯体の壁構面1内に充填することで、高い断熱性能を得ることができるとともに、その断熱材が壁構面1内に組み付けられる引張型の筋かい2の撓み変形を妨げなくなることで、構造設計上、想定された通りの耐震性能または制振性能を得ることができる。   As described above, when the heat insulation structure / construction method of the present invention is employed, the board-like heat insulating material 3 or the curable spray heat insulating material 4 made of foamable resin or the like is filled in the wall structure surface 1 of the frame structure frame. As a result, it is possible to obtain high heat insulation performance, and that the heat insulating material does not hinder the bending deformation of the tension type brace 2 assembled in the wall structure surface 1, so that the structural design is as expected. Seismic performance or vibration control performance can be obtained.

なお、本発明の技術的範囲は、例示した実施の形態によって限定的に解釈されるべきものではなく、特許請求の範囲の記載に基づいて概念的に解釈されるべきものである。本発明の実施に際しては、例示形態と実質的に同様の作用効果が得られる範囲において、細部の形状等を多少、改変するなどしても差し支えない。本発明は、鉄骨系の軸組構造による建物だけでなく、例えば軸組構造が木造であって、その壁構面に鋼製の筋かいが取り付けられたような複合構造の建物にも適用可能である。また、筋かいは、壁構面内に、例示のようなX字状でなく、例えばK字状(「く」字状)に配置されていてもよい。また、本発明は、壁構面内に充填される断熱材とは別に、壁構面の屋外側または屋内側にさらに断熱面を重ねて設ける断熱構造・工法にも適用可能である。   It should be noted that the technical scope of the present invention should not be construed as limited by the illustrated embodiments, but should be conceptually interpreted based on the description of the claims. In carrying out the present invention, the shape and the like of the details may be slightly modified within a range in which substantially the same effect as the exemplary embodiment can be obtained. The present invention can be applied not only to buildings with a steel frame structure, but also to a complex structure in which the frame structure is wooden and a steel brace is attached to the wall surface. It is. In addition, the braces may be arranged in the wall construction surface in a K shape (“<”) shape, for example, instead of the X shape as illustrated. Further, the present invention can be applied to a heat insulating structure and construction method in which a heat insulating surface is further overlapped on the outdoor side or indoor side of the wall structural surface separately from the heat insulating material filled in the wall structural surface.

1 壁構面
11 直立材
12 横架材
13 横桟材
2(2A、2B) 筋かい
3 断熱材(ボード状断熱材)
31 凹溝
4 断熱材(吹付断熱材)
5 筋かい断熱カバー
DESCRIPTION OF SYMBOLS 1 Wall construction surface 11 Upright material 12 Horizontal member 13 Horizontal crosspiece 2 (2A, 2B) Brace 3 Heat insulating material (board-shaped heat insulating material)
31 Concave groove 4 Insulation (spray insulation)
5 Brace insulation cover

Claims (14)

引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、前記筋かいの形状に対応する凹溝を片側表面に形成したボード状の断熱材が建て込まれて、前記凹溝内に前記筋かいが収容される断熱構造において、
前記凹溝の側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしていることを特徴とする断熱構造。
A board-like heat insulating material in which a groove corresponding to the shape of the brace is formed on one side surface is built in the wall surface of the frame structure frame to which the tension type brace is assembled. In the heat insulating structure in which the brace is accommodated,
A heat insulating structure characterized in that at least a part of a side edge of the concave groove has a non-linearly curved or bent shape so as not to prevent the deformation of the brace during an earthquake or the like.
請求項1に記載された断熱構造において、
前記凹溝の側縁が、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状をなしていることを特徴とする断熱構造。
In the heat insulating structure according to claim 1,
A heat insulating structure characterized in that the side edge of the concave groove has a shape that limits the deformation of the brace to either the S-shape or the inverted S-shape in front view.
請求項1または2に記載された断熱構造において、
前記筋かいと前記凹溝との隙間に形状可変性を有する他の断熱材が充填されていることを特徴とする断熱構造。
In the heat insulating structure according to claim 1 or 2,
A heat insulating structure characterized in that a gap between the streak and the groove is filled with another heat insulating material having shape variability.
引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、あらかじめ前記筋かいの形状に対応する凹溝を片側表面に形成したボード状の断熱材を建て込んで、前記凹溝内に前記筋かいを収容する断熱工法において、
前記凹溝の側縁の少なくとも一部を、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状となしておくことを特徴とする断熱工法。
A board-like heat insulating material in which a groove corresponding to the shape of the brace is formed in advance on one side surface is built in the wall surface of the frame structure frame to which the tension type brace is assembled. In the heat insulation method to accommodate the brace in the inside,
A heat insulation method characterized in that at least a part of a side edge of the groove is formed in a non-linearly curved or bent shape so as not to prevent the deformation of the brace during an earthquake or the like.
請求項4に記載された断熱工法において、
前記凹溝の側縁を、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状となしておくことを特徴とする断熱工法。
In the heat insulation method described in claim 4,
A heat insulating method characterized in that a side edge of the concave groove is formed into a shape that limits the bending deformation of the brace to one of an S-shape and an inverted S-shape in front view.
請求項4または5に記載された断熱工法において、
前記断熱材を前記壁構面内に建て込んだ後、
前記筋かいと前記凹溝との隙間に形状可変性を有する他の断熱材を充填することを特徴とする断熱工法。
In the heat insulation construction method according to claim 4 or 5,
After installing the heat insulating material in the wall construction surface,
A heat insulation method characterized by filling a gap between the streak and the concave groove with another heat insulating material having shape variability.
引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に建て込まれるボード状の断熱材であって、
片側表面に前記筋かいの形状に対応する凹溝が形成されており、
前記凹溝の側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしていることを特徴とする断熱材。
A board-like heat insulating material built in the wall surface of the frame structure frame assembled with a tension type brace,
A concave groove corresponding to the shape of the brace is formed on one surface,
A heat insulating material characterized in that at least a part of a side edge of the concave groove has a non-linearly curved or bent shape so as not to prevent the deformation of the brace during an earthquake or the like.
引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に硬化性の吹付断熱材が充填される断熱構造において、
前記筋かいには、地震時等における前記筋かいの撓み変形を妨げないように、側縁の少なくとも一部が非直線的に湾曲または屈曲した形状をなす筋かい断熱カバーが被せられ、
前記筋かい断熱カバーの外側と前記壁構面との間に前記吹付断熱材が充填されたことを特徴とする断熱構造。
In a heat insulating structure in which a curable spray insulation material is filled in the wall structure surface of a frame structure frame in which a tension type brace is assembled,
The brace is covered with a brace thermal insulation cover in which at least a part of the side edge is nonlinearly curved or bent so as not to hinder the flexure deformation of the brace during an earthquake or the like,
A heat insulating structure characterized in that the spray heat insulating material is filled between an outer side of the brace heat insulating cover and the wall construction surface.
請求項8に記載された断熱構造において、
前記筋かい断熱カバーの側縁が、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状をなしていることを特徴とする断熱構造。
In the heat insulating structure according to claim 8,
A heat insulating structure characterized in that a side edge of the brace heat insulating cover has a shape that limits the deformation of the brace to either an S-shape or an inverted S shape in front view.
請求項8または9に記載された断熱構造において、
前記筋かいと前記筋かい断熱カバーとの隙間に形状可変性を有する他の断熱材が充填されていることを特徴とする断熱構造。
In the heat insulation structure according to claim 8 or 9,
A heat insulating structure characterized in that another heat insulating material having shape variability is filled in a gap between the reinforcing bar and the insulating heat insulating cover.
引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に硬化性の吹付断熱材を吹き付けて充填する断熱工法において、
前記筋かいには、前記吹付断熱材の吹き付け前に、地震時等における前記筋かいの撓み変形を妨げないように、側縁の少なくとも一部が非直線的に湾曲または屈曲した形状をなす筋かい断熱カバーを被せておき、
前記筋かい断熱カバーの外側と前記壁構面との間に前記吹付断熱材を吹き付けて充填することを特徴とする断熱工法。
In the thermal insulation construction method of spraying and filling a curable spraying thermal insulation material in the wall structure surface of the frame structure frame assembled with a tension type brace,
Before the spray insulation material is blown, the brace has a shape in which at least a part of the side edge is curved or bent in a non-linear manner so as not to prevent the flexure deformation of the brace during an earthquake or the like. Put a paddle insulation cover,
A heat insulation method characterized by spraying and filling the spray heat insulating material between the outside of the brace heat insulating cover and the wall construction surface.
請求項11に記載された断熱工法において、
前記筋かい断熱カバーの側縁を、前記筋かいの撓み変形を正面視S字状または逆S字状のいずれか一方に限定する形状となしておくことを特徴とする断熱工法。
In the heat insulation method according to claim 11,
A heat insulation method characterized in that a side edge of the brace heat insulating cover has a shape that limits the deformation of the brace to either one of an S-shape or an inverted S-shape when viewed from the front.
請求項11または12に記載された断熱工法において、
前記吹付断熱材の吹き付け前または吹き付け後に、前記筋かいと前記筋かい断熱カバーとの隙間に形状可変性を有する他の断熱材を充填することを特徴とする断熱工法。
In the heat insulation construction method according to claim 11 or 12,
Before or after spraying the spraying heat insulating material, another heat insulating material having shape variability is filled in the gap between the streaks and the brace heat insulating cover.
引張型の筋かいが組み付けられた軸組構造躯体の壁構面内に、硬化性の吹付断熱材が充填される断熱構造において、前記筋かいに被せられる筋かい断熱カバーであって、
前記筋かいの周囲を包囲しうる細長い箱状をなし、
前記筋かいを包囲する側縁の少なくとも一部が、地震時等における前記筋かいの撓み変形を妨げないように、非直線的に湾曲または屈曲した形状をなしていることを特徴とする筋かい断熱カバー。
In a heat insulating structure in which a curable spraying heat insulating material is filled in a wall structure surface of a frame structure frame in which a tension type brace is assembled, a brace heat insulating cover that covers the brace,
Forming an elongated box shape that can surround the brace,
A brace that has a shape that is curved or bent in a non-linear manner so that at least a part of the side edge surrounding the brace does not hinder the deformation of the brace during an earthquake or the like. Insulation cover.
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