JP7206805B2 - Thermal insulation structure of building and its construction method - Google Patents

Thermal insulation structure of building and its construction method Download PDF

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JP7206805B2
JP7206805B2 JP2018202567A JP2018202567A JP7206805B2 JP 7206805 B2 JP7206805 B2 JP 7206805B2 JP 2018202567 A JP2018202567 A JP 2018202567A JP 2018202567 A JP2018202567 A JP 2018202567A JP 7206805 B2 JP7206805 B2 JP 7206805B2
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heat insulating
support member
insulating material
floor
building
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JP2020070541A (en
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勝 堀
隆史 中野
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Toyota Housing Corp
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本発明は、建物の断熱構造及び当該断熱構造を形成する断熱材の施工方法に関する。 TECHNICAL FIELD The present invention relates to a heat insulating structure of a building and a method of installing a heat insulating material forming the heat insulating structure.

従来、建物の床板の下面側に断熱材を敷設して、床板の断熱性能を向上させる技術が知られている。また、床板の下面側に断熱材を取り付ける方法として、例えば、床板を下方側から支持する横架材(具体的には梁や大引、根太)に支持部材を取り付けて、横架材間に敷設した断熱材を支持部材で支持する方法が知られている。 Conventionally, there is known a technique of laying a heat insulating material on the lower surface side of a floorboard of a building to improve the heat insulation performance of the floorboard. In addition, as a method of attaching heat insulating material to the lower surface of the floorboard, for example, a support member is attached to the horizontal member (specifically, a beam, a joist, or a joist) that supports the floorboard from the lower side, and There is known a method of supporting a laid heat insulating material with a supporting member.

ところで、上記構成の横架材が形鋼や鋼管で形成される鉄骨造の建物では、横架材が熱橋(ヒートブリッジ)となり、建物が外気の影響を受けやすくなるという問題が指摘されている。このため、このような建物では、床下の改修工事により横架材の側面に断熱材を配設し熱橋現象を抑制する場合がある。 By the way, it has been pointed out that in steel-framed buildings in which the horizontal members of the above configuration are formed of shaped steel or steel pipes, the horizontal members act as heat bridges, making the building susceptible to the effects of the outside air. there is For this reason, in such a building, there are cases in which heat insulating materials are arranged on the side surfaces of the horizontal members during underfloor repair work to suppress the thermal bridging phenomenon.

下記特許文献1には、横架材(根太)の下面に固定される支持部材(固定具)を用いて、床下に断熱材を補充する構成が開示されている。支持部材は、針状に形成された埋設部を横架材の下面に埋設することにより横架材に固定されており、埋設部の両側には水平方向に延在する板状の支持部が設けられている。そして、当該支持部と床板との隙間に板状の断熱材を挿入して、横架材の側面を覆う構成とされている。 Patent Literature 1 listed below discloses a configuration in which a support member (fixture) fixed to the lower surface of a horizontal member (joist) is used to replenish the underfloor with a heat insulating material. The support member is fixed to the horizontal member by embedding a needle-shaped embedded portion in the lower surface of the horizontal member, and plate-like support portions extending in the horizontal direction are provided on both sides of the embedded portion. is provided. A plate-like heat insulating material is inserted into the gap between the supporting portion and the floorboard to cover the side surface of the horizontal member.

特開2017-133313号公報JP 2017-133313 A

しかしながら、上記先行技術では、作業員が床下空間に入り、ハンマー等の工具を用いて横架材の下面に支持部材の埋設部を打ち込む必要がある。このため、床下空間の小さな建物では、支持部材の取り付け作業が困難な場合があり、施工性を向上させる点において改善の余地がある。 However, in the prior art described above, it is necessary for a worker to enter the underfloor space and drive the embedded portion of the support member into the lower surface of the horizontal member using a tool such as a hammer. Therefore, in a building with a small underfloor space, it may be difficult to attach the support member, and there is room for improvement in terms of improving workability.

本発明は上記問題を考慮し、施工作業における負担を軽減すると共に、床下の断熱性能を向上させることができる建物の断熱構造及び当該断熱構造を形成する断熱材の施工方法を得ることが目的である。 SUMMARY OF THE INVENTION In view of the above problems, it is an object of the present invention to provide a heat insulating structure for a building and a method for installing heat insulating materials for forming the heat insulating structure, which can reduce the burden of construction work and improve the underfloor heat insulating performance. be.

第1の態様に係る建物の断熱構造は、床下に所定の間隔を空けて配置され、床板を下方側から支持する複数の横架材と、前記横架材に装着され、床板の下面側かつ前記横架材間に敷設された第1断熱材を下方側から支持する複数の上部支持部材と、前記上部支持部材に係合され、前記第1断熱材の下方側かつ前記横架材間に敷設された第2断熱材を下方側から支持する複数の下部支持部材と、を有する。 The heat insulating structure for a building according to the first aspect includes a plurality of horizontal members arranged at predetermined intervals under the floor and supporting the floorboard from below; a plurality of upper support members that support the first heat insulating material laid between the horizontal members from below; and a plurality of lower support members that support the laid second heat insulating material from below.

第1の態様に係る建物の断熱構造では、床板を下方側から支持する複数の横架材が床下に所定の間隔を空けて配置されている。横架材間には、床板の下面側に第1断熱材が敷設されている。また、第1断熱材の下方側に第2断熱材を配置されている。このように、第1断熱材と第2断熱材とを上下に並べて敷設することにより横架材の側面部分に断熱材が配置される。これにより、床板及び横架材を介して行われる建物内外への熱の伝達が抑制されるため、床下の断熱性能が向上される。 In the heat insulating structure for a building according to the first aspect, a plurality of horizontal members that support the floorboard from below are arranged at predetermined intervals under the floor. A first heat insulating material is laid on the lower surface side of the floorboard between the horizontal members. Moreover, the second heat insulating material is arranged on the lower side of the first heat insulating material. In this way, by arranging the first heat insulating material and the second heat insulating material vertically, the heat insulating material is arranged on the side surface portion of the horizontal member. As a result, heat transfer to the inside and outside of the building through the floorboards and horizontal members is suppressed, so that the underfloor insulation performance is improved.

ここで、第1断熱材の下方側に配置された第2断熱材は、下部支持部材によって下方側から支持されており、下部支持部材は、第1断熱材を支持する上部支持部材に係合された状態とされている。換言すると、第2断熱材は、下部支持部材を介して上部支持部材に支持されている。このため、第2断熱材を組み付けるにあたり、工具を用いて横架材に新たな支持部材を取り付ける必要がない。これにより、床下空間の小さな建物でも施工が容易になるため、作業員の負担が軽減される。 Here, the second heat insulating material arranged on the lower side of the first heat insulating material is supported from below by the lower support member, and the lower support member is engaged with the upper support member that supports the first heat insulating material. It is considered to be in a state of In other words, the second heat insulator is supported by the upper support member via the lower support member. Therefore, when assembling the second heat insulating material, it is not necessary to attach a new support member to the horizontal member using a tool. This makes it easier to install even in buildings with small underfloor spaces, reducing the burden on workers.

第2の態様に係る建物の断熱構造は、第1の態様に係る構成において、前記下部支持部材は、上下方向に延在し、前記横架材の側面に沿って配置されると共に前記上部支持部材に係合可能な切欠き部を備える板状の係合部と、該係合部の下端部から前記横架材の前記側面よりも外側へ延材し、前記第2断熱材を下方側から支持する板状の支持部とを有する。 A heat insulating structure for a building according to a second aspect is the structure according to the first aspect, wherein the lower support member extends in the vertical direction, is arranged along the side surface of the horizontal member, and supports the upper support member. a plate-like engaging portion having a notch portion that can be engaged with a member; and a member extending from the lower end portion of the engaging portion to the outside of the side surface of the horizontal member, and the second heat insulating member is positioned downward. It has a plate-like support part that supports from.

第2の態様に係る建物の断熱構造では、下部支持部材は、横架材の側面に沿って配置された係合部を含んで構成されており、係合部に設けられた切欠き部が上部支持部材に係合可能な構成とされている。このため、作業員は、工具を用いることなく下部支持部材を上部支持部材に係合させて、横架材の側面に断熱材を配置することができる。よって、施工作業における作業員の負担が、より一層、軽減される。 In the building heat insulation structure according to the second aspect, the lower support member is configured to include the engaging portion arranged along the side surface of the horizontal member, and the notch portion provided in the engaging portion is It is configured to be engageable with the upper support member. Thus, an operator can engage the lower support member with the upper support member without the use of tools to place the insulation on the sides of the cross member. Therefore, the burden on workers in construction work is further reduced.

第3の態様に係る建物の断熱構造は、第2の態様に係る構成において、前記下部支持部材は前記横架材の両側に一対設けられており、一端が前記横架材の一方の側面に配置された前記下部支持部材の前記支持部に係止され、他端が前記横架材の他方の側面に配置された前記下部支持部材の前記支持部に係止された紐状の拘束部材によって前記横架材の下面を覆う第3断熱材が下方側から支持されている。 A heat insulating structure for a building according to a third aspect is the configuration according to the second aspect, wherein a pair of the lower support members are provided on both sides of the horizontal member, and one end of the lower support member is provided on one side surface of the horizontal member. By means of a string-like restraint member that is engaged with the support portion of the arranged lower support member and whose other end is engaged with the support portion of the lower support member arranged on the other side surface of the horizontal member A third heat insulating material covering the lower surface of the horizontal member is supported from below.

第3の態様に係る建物の断熱構造では、第1断熱材と第2断熱材に加えて、横架材の下面を覆う第3断熱材が設けられている。このため、横架材の側面及び下面部分を覆う断熱構造が確保される。これにより、横架材を介して行われる建物内外への熱の伝達が一層抑制されて、床下の断熱性能が向上される。 In the insulating structure of the building according to the third aspect, in addition to the first heat insulating material and the second heat insulating material, the third heat insulating material is provided to cover the lower surface of the horizontal member. Therefore, a heat-insulating structure covering the side and bottom surfaces of the horizontal members is ensured. As a result, heat transfer to the inside and outside of the building through the horizontal members is further suppressed, and the underfloor insulation performance is improved.

また、本態様において、第3断熱材は、両端が横架材の両側にそれぞれ係止された紐状の拘束部材によって下方側から支持されている。このため、第3断熱材を横架材の下面に添え当てて、横架材の下面に紐状の拘束部材を回し渡すことにより容易に第3断熱材を取り付けることができる。従って、床下空間の小さな建物であっても容易に施工することができる。 In addition, in this aspect, the third heat insulating material is supported from below by string-like restraining members whose both ends are respectively locked to both sides of the horizontal member. Therefore, the third heat insulating material can be easily attached by attaching the third heat insulating material to the lower surface of the horizontal member and passing the string-like restraint member around the lower surface of the horizontal member. Therefore, it can be easily constructed even in a building with a small underfloor space.

第4の態様に係る建物の断熱構造は、第3の態様に係る建物の断熱構造において、前記下部支持部材は、前記拘束部材を用いて前記第3断熱材を組み付ける前の状態では、側面視で前記係合部と前記支持部のなす角が鋭角に設定され、前記拘束部材で前記第3断熱材を組み付けた状態では、前記拘束部材から伝達される荷重によって前記なす角が略垂直となるように前記支持部が弾性変形されている。 In a building insulation structure according to a fourth aspect, in the building insulation structure according to the third aspect, the lower support member has The angle formed by the engaging portion and the support portion is set to be an acute angle, and in a state where the third heat insulating material is assembled by the restraining member, the angle formed is substantially vertical due to the load transmitted from the restraining member. , the support portion is elastically deformed.

第4の態様に係る建物の断熱構造において、下部支持部材の支持部には、第3断熱材を支持しようとする拘束部材から荷重が伝達される。これにより、支持部は、側面視で係合部と支持部のなす角が鋭角から略垂直となるように弾性変形される。このため、横架材の両側に配置された拘束部材の両端部には、弾性復帰しようとする支持部から上方向の引張荷重がそれぞれ作用する。その結果、拘束部材による第3断熱材の支持力が増すため、床下の断熱構造の耐久性が向上される。 In the building insulation structure according to the fourth aspect, a load is transmitted from the restraining member that supports the third heat insulating material to the support portion of the lower support member. As a result, the supporting portion is elastically deformed such that the angle formed by the engaging portion and the supporting portion in a side view changes from an acute angle to a substantially vertical angle. For this reason, an upward tensile load is applied to both end portions of the restraining members arranged on both sides of the horizontal member from the supporting portions that are to be elastically restored. As a result, the supporting force of the restraining member for the third heat insulating material is increased, so that the durability of the underfloor heat insulating structure is improved.

第5の態様に係る建物の断熱構造は、第3の態様又は第4の態様に係る構成において、前記拘束部材の両端には、前記下部支持部材の前記支持部に形成された孔に係止可能なフックが設けられている。 According to a fifth aspect of the building heat insulation structure, in the configuration according to the third aspect or the fourth aspect, both ends of the restraint member are engaged with holes formed in the support portions of the lower support member. A possible hook is provided.

第5の態様に係る建物の断熱構造では、拘束部材の両端にフックを設け、各々のフックが下部支持部材の支持部に設けられた孔に係止されている。このため、簡単な構成で拘束部材の両端を下部支持部材へ係止することができる。 In the building insulation structure according to the fifth aspect, hooks are provided at both ends of the restraining member, and each hook is engaged with a hole provided in the support portion of the lower support member. Therefore, both ends of the restraint member can be locked to the lower support member with a simple structure.

第6の態様に係る断熱材の施工方法は、請求項1~請求項5のいずれか1項に記載された建物の断熱構造に適用される断熱材の施工方法であって、前記床板を支持する複数の前記横架材間に敷設された前記第1断熱材と前記第1断熱材を下方側から支持する前記上部支持部材を備える既設の建物の床下で前記下部支持部材を前記上部支持部材に係合させる第1工程と、前記第2断熱材を前記下部支持部材に支持させる第2工程と、を含んでいる。 A heat insulating material construction method according to a sixth aspect is a heat insulating material construction method applied to the insulating structure of a building according to any one of claims 1 to 5, wherein the floor board is supported. The first heat insulating material laid between the plurality of horizontal members and the upper supporting member supporting the first heat insulating material from below are installed under the floor of an existing building. and a second step of supporting said second insulation against said lower support member.

第6の態様に係る断熱材の施工方法では、まず、既設の建物の床下に予め配設された上部支持部材に下部支持部材を係合させる。その後、下部支持部材に第2断熱材を支持させることにより、第1断熱材と第2断熱材を横架材間に上下に並べて敷設することができる。このため、床板の断熱性能を向上させる第1断熱材を備えた既設の建物に、工具等を使用することなく横架材の側面部分を覆う第2断熱材を補充することができる。これにより、簡易な方法で既存の建物の床下の断熱性能を向上させることができ、床下改修工事に伴う作業員の負担を軽減させることができる。 In the method of installing a heat insulating material according to the sixth aspect, first, a lower support member is engaged with an upper support member that is pre-arranged under the floor of an existing building. After that, by supporting the second heat insulating material on the lower support member, the first heat insulating material and the second heat insulating material can be laid vertically side by side between the horizontal members. Therefore, an existing building provided with the first heat insulating material for improving the heat insulating performance of the floorboard can be replenished with the second heat insulating material covering the side portion of the horizontal member without using a tool or the like. As a result, the insulation performance of the underfloor of an existing building can be improved by a simple method, and the burden on the workers involved in the underfloor repair work can be reduced.

第7の態様に係る断熱材の施工方法は、請求項3~請求項5のいずれか1項に記載された建物の断熱構造に適用される断熱材の施工方法であって、前記床板を支持する複数の前記横架材間に敷設された前記第1断熱材と前記第1断熱材を下方側から支持する前記上部支持部材を備える既設の建物の床下で前記下部支持部材を前記上部支持部材に係合させる第1工程と、前記第3断熱材を前記拘束部材に支持させる第2工程と、前記第2断熱材を前記下部支持部材に支持させる第3工程と、を含んでいる。 A heat insulating material construction method according to a seventh aspect is a heat insulating material construction method applied to the insulating structure of a building according to any one of claims 3 to 5, wherein the floor board is supported. The first heat insulating material laid between the plurality of horizontal members and the upper supporting member supporting the first heat insulating material from below are installed under the floor of an existing building. a second step of supporting the third insulation against the restraining member; and a third step of supporting the second insulation against the lower support member.

第7の態様に係る断熱材の施工方法では、まず、既設の建物の床下に予め配設された上部支持部材に下部支持部材を係合させる。その後、第3断熱材を拘束部材に支持させることにより横架材の下面が第3断熱材により覆われる。その後、第2断熱材を下部支持部材に支持させることにより、第1断熱材と第2断熱材が横架材間に上下に並べて敷設される。これにより、簡単な方法で横架材の側面及び下面部分を覆う断熱材を補充することができると共に、床下改修工事に伴う作業員の負担を軽減させることができる。 In the method of installing the heat insulating material according to the seventh aspect, first, the lower support member is engaged with the upper support member previously provided under the floor of the existing building. After that, the lower surface of the horizontal member is covered with the third heat insulating material by supporting the third heat insulating material on the restraining member. After that, by supporting the second heat insulating material on the lower support member, the first heat insulating material and the second heat insulating material are arranged vertically between the horizontal members. As a result, it is possible to replenish the heat insulating material covering the side and bottom surfaces of the horizontal member by a simple method, and to reduce the burden on workers involved in underfloor repair work.

以上説明したように、第1の態様に係る建物の断熱構造によれば、施工作業における負担を軽減すると共に、床下の断熱性能を向上させることができるという優れた効果を有する。 As described above, the heat insulation structure for a building according to the first aspect has the excellent effects of reducing the burden of construction work and improving the underfloor heat insulation performance.

第2の態様に係る建物の断熱構造によれば、工具を用いることなく横架材の側面に断熱材を配置可能とし、施工作業における作業員の負担をより一層、軽減させることができるという優れた効果を有する。 According to the heat insulating structure of the building according to the second aspect, it is possible to arrange the heat insulating material on the side surface of the horizontal member without using a tool, and it is possible to further reduce the burden on the worker in the construction work. have the same effect.

第3の態様に係る建物の断熱構造によれば、床下の断熱性能が向上されると共に床下空間の小さな建物であっても容易に施工することができるという優れた効果を有する。 According to the heat insulating structure for a building according to the third aspect, the underfloor heat insulating performance is improved, and excellent effects can be obtained in that even a building with a small underfloor space can be easily constructed.

第4の態様に係る建物の断熱構造によれば、横架材の下面を覆う第3断熱材の支持構造の耐久性を向上させることができるという優れた効果を有する。 The heat insulating structure for a building according to the fourth aspect has an excellent effect of improving the durability of the support structure for the third heat insulating material that covers the lower surface of the horizontal member.

第5の態様に係る建物の断熱構造によれば、簡単な構成で拘束部材の両端を下部支持部材へ係止することができ、第3断熱材の設置作業が容易になるという優れた効果を有する。 According to the heat insulating structure for a building according to the fifth aspect, both ends of the restraining member can be locked to the lower support member with a simple configuration, and the excellent effect of facilitating the work of installing the third heat insulating material is achieved. have.

第6の態様に係る断熱材の施工方法によれば、簡易な方法で横架材の側面を覆う断熱材の補充ができ、床下改修工事に伴う作業員の負担を軽減させることができるという優れた効果を有する。 According to the insulation construction method according to the sixth aspect, it is possible to replenish the insulation covering the side surface of the horizontal member by a simple method, and it is possible to reduce the burden on the workers involved in underfloor repair work. have the same effect.

第7の態様に係る断熱材の施工方法によれば、簡易な方法で横架材の側面及び下面を覆う断熱材を補充することができ、床下改修工事に伴う作業員の負担を軽減させることができるという優れた効果を有する。 According to the method for installing the heat insulating material according to the seventh aspect, the heat insulating material that covers the side surfaces and the bottom surface of the horizontal member can be replenished by a simple method, and the burden on the worker involved in underfloor repair work can be reduced. It has the excellent effect of being able to

図7の1-1線に沿って切断した状態を一部拡大して示す拡大断面図である。FIG. 8 is an enlarged cross-sectional view showing a partially enlarged state cut along line 1-1 in FIG. 7; 第1実施形態に係る断熱構造が適用された建物における床大梁近傍の構造を示す部分拡大断面図である。FIG. 2 is a partially enlarged cross-sectional view showing a structure in the vicinity of a floor girder in a building to which the heat insulating structure according to the first embodiment is applied; 第1実施形態に係る断熱構造が適用された建物における床小梁近傍の構造を示す部分拡大断面図である。FIG. 4 is a partially enlarged cross-sectional view showing a structure in the vicinity of a floor beam in a building to which the heat insulating structure according to the first embodiment is applied; 図3に示す第2上部支持部材を示す拡大斜視図である。FIG. 4 is an enlarged perspective view showing a second upper support member shown in FIG. 3; (A)は、図1に示す下部支持部材の側面図であり、(B)は、図1に示す下部支持部材の正面図である。(A) is a side view of the lower support member shown in FIG. 1, and (B) is a front view of the lower support member shown in FIG. (A)は、下部支持部材を第2上部支持部材に係止させた状態を示す図5(A)に対応する側面図であり、(B)は、図6(A)の6B-6B線に沿って切断した状態を示す断面図である。(A) is a side view corresponding to FIG. 5(A) showing a state in which the lower support member is locked to the second upper support member, and (B) is a line 6B-6B of FIG. 6(A); It is a cross-sectional view showing a state cut along. 第1実施形態に係る断熱構造が適用された建物の斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a perspective view of the building to which the heat insulation structure which concerns on 1st Embodiment was applied. (A)は、第2実施形態に係る下部支持部材の斜視図であり、(B)は、その側面図である。(A) is a perspective view of a lower support member according to a second embodiment, and (B) is a side view thereof. 第2実施形態に係る断熱構造を示す図1に対応する拡大断面図である。It is an expanded sectional view corresponding to FIG. 1 which shows the heat insulation structure which concerns on 2nd Embodiment. (A)は、第3実施形態に係る下部支持部材の斜視図であり、(B)は、その側面図である。(A) is a perspective view of a lower support member according to a third embodiment, and (B) is a side view thereof. 第3実施形態に係る断熱構造を示す図1に対応する拡大断面図である。It is an expanded sectional view corresponding to FIG. 1 which shows the heat insulation structure which concerns on 3rd Embodiment. (A)~(C)は、拘束部材の変形例を示す側面図である。(A) to (C) are side views showing modifications of the restraining member.

<第1実施形態>
以下、図1~図7に基づいて、本発明の第1実施形態に係る建物の断熱構造12(以下、単に「断熱構造12」とする。)について説明する。断熱構造12は、建物10の床下空間20に設けられている。以下では、先ず、建物10の全体構成について説明した後、断熱構造12について詳細に説明する。
<First embodiment>
A heat insulation structure 12 for a building (hereinafter simply referred to as "heat insulation structure 12") according to a first embodiment of the present invention will be described below with reference to FIGS. 1 to 7. FIG. The heat insulation structure 12 is provided in the underfloor space 20 of the building 10 . Below, first, after demonstrating the whole structure of the building 10, the heat insulation structure 12 is demonstrated in detail.

(建物10の全体構成)
図7に示されるように、建物10は、ユニット建物とされている。建物10は、基礎14上に複数個の下階側の建物ユニット16を据え付けた後に、当該下階側の建物ユニット16上に複数個の上階側の建物ユニット18を据え付けることにより構成されている。また、基礎14は、建物10の全周に沿って連続して設けられており、この基礎14により囲まれた内側空間が床下空間20とされている(図1~図3参照)。なお、図2、図3、図7では、説明の便宜上、床仕上げ材32の図示を省略している。
(Overall configuration of building 10)
As shown in FIG. 7, the building 10 is a unit building. The building 10 is constructed by installing a plurality of lower floor building units 16 on a foundation 14 and then installing a plurality of upper floor building units 18 on the lower floor building units 16. there is The foundation 14 is provided continuously along the entire perimeter of the building 10, and the inner space surrounded by the foundation 14 serves as an underfloor space 20 (see FIGS. 1 to 3). 2, 3, and 7, illustration of the floor finishing material 32 is omitted for convenience of explanation.

それぞれの建物ユニット16、18は、4本の柱22と、それぞれの柱22の上端部に接合され、平面視で略矩形状とされた天井大梁24と、それぞれの柱22の下端部に接合され、平面視で略矩形状とされた床大梁26とを備えている。これにより、建物ユニット16、18は、躯体フレームとされている。 Each building unit 16, 18 is joined to four pillars 22 and the upper end of each pillar 22, and joined to the lower end of each pillar 22 by a ceiling girder 24 having a substantially rectangular shape in a plan view. and a floor girder 26 having a substantially rectangular shape in plan view. Thereby, the building units 16 and 18 are made into a skeleton frame.

また、長手方向の一対の床大梁26の間には、短手方向の床大梁26に対して略平行に配置された複数の床小梁28が架け渡されている。そして、床大梁26及び床小梁28を床下地にパーチクルボード等で形成された床板30が固定されている。また、床板30の仕上げ面(上面30A)には、床仕上げ材32が敷設されている(図1参照)。なお、床大梁26及び床小梁28が本発明における「横架材」に相当する。 Between the pair of longitudinal floor girders 26 are bridged a plurality of small floor girders 28 arranged substantially parallel to the lateral floor girders 26 . A floor plate 30 made of particle board or the like is fixed to the floor girders 26 and the small floor girders 28 as a basement. A floor finishing material 32 is laid on the finished surface (upper surface 30A) of the floor board 30 (see FIG. 1). In addition, the floor girders 26 and the floor small girders 28 correspond to the "horizontal members" in the present invention.

図2に示されるように、床大梁26は、溝形鋼とされており、建物10の高さ方向(略鉛直方向)に沿って切断したときの断面形状がコ字状を成すにように形成されている。具体的に説明すると、床大梁26は、高さ方向に沿って配置されるウエブ部26Aと、ウエブ部26Aの上端からそれぞれ略水平に張り出す上フランジ部26Bと、ウエブ部26Aの下端からそれぞれ略水平に張り出し上フランジ部26Bと対向して形成された下フランジ部26Cと、を含んで構成されている。 As shown in FIG. 2, the floor girders 26 are made of channel steel so that the cross-sectional shape when cut along the height direction (substantially vertical direction) of the building 10 forms a U-shape. formed. Specifically, the floor girder 26 includes a web portion 26A arranged along the height direction, an upper flange portion 26B projecting substantially horizontally from the upper end of the web portion 26A, and a lower end of the web portion 26A. and a lower flange portion 26C formed to face the upper flange portion 26B extending substantially horizontally.

一方、図3に示されるように、床小梁28は、鋼製の角パイプとされている。床小梁28は、高さ方向に沿って配置される一対の側面部28Aと、一対の側面部28Aの上端を水平方向に繋いでいる上面部28Bと、側面部28Aの下端を水平方向に繋いでいる下面部28Cと、を備えている。 On the other hand, as shown in FIG. 3, the small floor beams 28 are steel square pipes. The small floor beam 28 includes a pair of side portions 28A arranged along the height direction, an upper surface portion 28B connecting the upper ends of the pair of side portions 28A in the horizontal direction, and the lower ends of the side portions 28A extending in the horizontal direction. and a connecting lower surface portion 28C.

(断熱構造12の構成)
図1に示されるように、床板30の下面30B側には、隣接した床大梁26と床小梁28の間、及び、隣接した床小梁28の間に、板状に形成された第1断熱材34が敷設されている。第1断熱材34は、一例として、ポリスチレンフォームにより形成されている。第1断熱材は、床大梁26に装着された複数の第1上部支持部材36と、床小梁28に装着された複数の第2上部支持部材38とによって下方側から支持されている。なお、第1上部支持部材36と第2上部支持部材38とが本発明における「上部支持部材」に相当する。
(Configuration of heat insulating structure 12)
As shown in FIG. 1, on the side of the lower surface 30B of the floor plate 30, between adjacent floor girders 26 and floor small girders 28, and between adjacent floor small girders 28, first plate-shaped first A heat insulating material 34 is laid. The first heat insulating material 34 is made of polystyrene foam, for example. The first heat insulating material is supported from below by a plurality of first upper support members 36 attached to the floor girders 26 and a plurality of second upper support members 38 attached to the floor small beams 28 . The first upper support member 36 and the second upper support member 38 correspond to the "upper support member" in the present invention.

図2に示されるように、第1上部支持部材36は、高さ方向を板厚方向とする長尺な板材を湾曲して形成されている。また、一例として鋼板製とされている。具体的に説明すると、第1上部支持部材36は、床大梁26上フランジ部26Bに当接する上部36Aと、上部36Aの屋内側の端部から鉛直垂下された中間部36Bと、中間部36Bの下端部から屋内側へ延出された下部36Cを備えている。換言すると、第1上部支持部材36は、側面視で略S字状に形状されており、上部36Aが床大梁26の上フランジ部26Bに載置されることにより、床大梁26に下方側から支持されている。 As shown in FIG. 2, the first upper support member 36 is formed by curving a long plate material whose thickness direction is the height direction. Also, as an example, it is made of steel plate. Specifically, the first upper support member 36 includes an upper portion 36A that abuts on the upper flange portion 26B of the floor girders 26, an intermediate portion 36B that vertically hangs down from the indoor-side end of the upper portion 36A, and an intermediate portion 36B. It has a lower portion 36C that extends indoors from the lower end. In other words, the first upper support member 36 is substantially S-shaped in side view, and the upper part 36A is placed on the upper flange portion 26B of the floor girder 26, so that the floor girder 26 is supported from below. Supported.

また、下部36Cは、中間部36Bの下端部から屋内側へ向かうにつれて下方側へ若干傾斜して延在している(図1参照)。そして、下部36Cの下端部には、当該下端部から上方側へ延出された爪部36Dが設けられている。 The lower portion 36C extends from the lower end portion of the intermediate portion 36B toward the indoor side while being slightly inclined downward (see FIG. 1). A claw portion 36D extending upward from the lower end portion is provided at the lower end portion of the lower portion 36C.

図1に示されるように、第1断熱材34は、床大梁26に沿って配置された端部が床板30と第1上部支持部材36の下部36Cとの隙間に挿入されて、爪部36Dによって下方側から支持されている。 As shown in FIG. 1, the first heat insulating material 34 is inserted into the gap between the floor plate 30 and the lower part 36C of the first upper support member 36 at the end portion arranged along the floor girder 26 to form the claw portion 36D. supported from below by

図4に示されるように、第2上部支持部材38は、第1上部支持部材と同様に、高さ方向を板厚方向とする長尺な板材を湾曲して形成されている。また、一例として、鋼板製とされている。第2上部支持部材38の形状は、側面視で一対の第1上部支持部材36を対向して配置した形状に等しく、略ハット型をなしている。具体的に説明すると、第2上部支持部材38は、床小梁28の上面部28Bに当接する上部39と、側面視で上部39の左右両端から鉛直垂下する中間部36Bと、中間部36Bの下端から側面部28Aよりも外側へ延出された下部36Cとを備えている。また、下部36Cの先端部には爪部36Dが設けられている。なお、中間部36B、下部36C、爪部36Dは第1上部支持部材36と同様の構成であるため説明を割愛する。 As shown in FIG. 4, the second upper support member 38 is formed by curving a long plate material whose thickness direction is the height direction, like the first upper support member. Moreover, as an example, it is made of steel plate. The shape of the second upper support member 38 is equivalent to a shape in which the pair of first upper support members 36 are arranged to face each other in a side view, and has a substantially hat shape. Specifically, the second upper support member 38 includes an upper portion 39 that abuts on the upper surface portion 28B of the small floor beam 28, an intermediate portion 36B that vertically hangs from both left and right ends of the upper portion 39 in a side view, and an intermediate portion 36B. and a lower portion 36C extending outward from the side portion 28A from the lower end. A claw portion 36D is provided at the tip of the lower portion 36C. Note that the intermediate portion 36B, the lower portion 36C, and the claw portion 36D have the same configuration as the first upper support member 36, and thus description thereof is omitted.

上部39の左右両端に設けられた中間部36B間の寸法は、床小梁28の側面部28Aの板厚方向の寸法と略同一とされている。そして、上部39を床小梁28の上面部28Bに載置すると一対の中間部36Bの間に床小梁28が挿入される。これにより、第2上部支持部材38は、床小梁28に下方側から支持されている。 The dimension between the intermediate portions 36B provided at the left and right ends of the upper portion 39 is substantially the same as the dimension in the plate thickness direction of the side portion 28A of the small floor beam 28 . When the upper part 39 is placed on the upper surface part 28B of the small floor beam 28, the small floor beam 28 is inserted between the pair of intermediate parts 36B. Thereby, the second upper support member 38 is supported by the small floor beam 28 from below.

図1及び図3に示されるように、第1断熱材34は、床小梁28に沿って配置された端部が床板30と第2上部支持部材38の下部36Cとの隙間に挿入されて、爪部36Dによって下方側から支持されている。 As shown in FIGS. 1 and 3, the first heat insulating material 34 is inserted into the gap between the floor board 30 and the lower part 36C of the second upper support member 38 at the end portion arranged along the floor beam 28. , and claw portions 36D from below.

さらに、第1断熱材34の下面側には、隣接した床大梁26と床小梁28の間、及び、隣接した床小梁28の間に、板状に形成された第2断熱材40が敷設されている。第2断熱材40は、一例として、グラスウールにより形成されている。第2断熱材は、床大梁26の下フランジ部26Cに支持されたブロック体42と、第2上部支持部材38に係止された下部支持部材44によって下方側から支持されている。 Further, on the lower surface side of the first heat insulating material 34, between the adjacent floor girders 26 and floor small girders 28, and between the adjacent floor small girders 28, plate-shaped second heat insulating materials 40 are provided. are laid. The second heat insulating material 40 is made of glass wool, for example. The second heat insulating material is supported from below by a block body 42 supported by the lower flange portion 26C of the floor girder 26 and a lower support member 44 engaged with the second upper support member 38 .

図1及び図2に示されるように、ブロック体42は、長尺な角柱状に形成され、床大梁26の延在方向に沿って延在している。また、一例として、ポリスチレンフォーム又はグラスウール等により形成されている。ブロック体42は、床大梁26の下フランジ部の上面に載置されており、両面テープ又は接着剤等の手段で固定されている。ブロック体42の上面の高さ位置は、後述する下部支持部材44の係合部46の下端の高さ位置と略一致している。 As shown in FIGS. 1 and 2, the block body 42 is formed in a long prismatic shape and extends along the extending direction of the floor girder 26 . Moreover, as an example, it is made of polystyrene foam, glass wool, or the like. The block body 42 is placed on the upper surface of the lower flange portion of the floor girders 26 and fixed by means such as double-sided tape or adhesive. The height position of the upper surface of the block body 42 substantially coincides with the height position of the lower end of the engaging portion 46 of the lower support member 44, which will be described later.

第2断熱材40は、床大梁26に沿って配置された端部が第1断熱材34とブロック体42との隙間に挿入されて、ブロック体42によって下方側から支持されている。 The second heat insulating material 40 is supported by the block body 42 from below by inserting the end portion arranged along the floor girder 26 into the gap between the first heat insulating material 34 and the block body 42 .

一方、下部支持部材44は、高さ方向を板厚方向とする長尺な板材を湾曲して形成されている。また、一例として、鋼板製とされている。具体的に説明すると、下部支持部材44は、床小梁28の側面部28Aに沿って高さ方向に延出された係合部46と、係合部46の下端部から床小梁28の側面部28Aよりも外側へ延出された支持部48を備えている。換言すると、下部支持部材44は、側面視で略L字状に形成されている。 On the other hand, the lower support member 44 is formed by curving a long plate material whose thickness direction is the height direction. Moreover, as an example, it is made of steel plate. Specifically, the lower support member 44 includes an engaging portion 46 extending in the height direction along the side surface portion 28A of the small floor beam 28, and an engaging portion 46 extending from the lower end of the small floor beam 28 to the small floor beam 28. A support portion 48 extending outward from the side portion 28A is provided. In other words, the lower support member 44 is formed in a substantially L shape when viewed from the side.

図5(A)、図5(B)に示されるように、係合部46は、正面視で矩形状に形成されており、板厚方向が床小梁28の側面部28Aの厚み方向に一致している。係合部46上部かつ幅方向の一端部には、当該一端部から係合部46の略中央まで延在するスリット状の切欠き部50が設けられている。切欠き部50の延在方向は水平方向に略一致しており、切欠き部50の上面50Aの中間部には、下面50B側へ突出した段差部52が形成されている。つまり、切欠き部50の上面50Aと下面50Bとの間の寸法は、段差部52を境に係合部46の一端側に位置する部位の方が小さくなるように形成されている。また、係合部46の一端に形成された切欠き部50の開放端(外側端部)には、面取り加工がされている。 As shown in FIGS. 5A and 5B, the engaging portion 46 is formed in a rectangular shape when viewed from the front, and the plate thickness direction is the thickness direction of the side portion 28A of the small floor beam 28. Match. A slit-shaped notch 50 extending from the upper end of the engaging portion 46 to substantially the center of the engaging portion 46 is provided at one widthwise end of the engaging portion 46 . The extending direction of the notch 50 substantially coincides with the horizontal direction, and a stepped portion 52 projecting toward the lower surface 50B is formed in the intermediate portion of the upper surface 50A of the notch 50 . That is, the dimension between the upper surface 50A and the lower surface 50B of the notch portion 50 is formed so that the portion located on the one end side of the engaging portion 46 with the stepped portion 52 as a boundary is smaller. The open end (outer end) of the notch 50 formed at one end of the engaging portion 46 is chamfered.

一方、支持部48は、平面視で略矩形状に形成されている。支持部48は、下部支持部材44の組み付け前の状態において、係合部46の下端部から床小梁28の側面部28Aよりも外側へ向かうにつれて、若干上方側に傾斜して延在している。このため、下部支持部材44の係合部46と支持部48が側面視でなす角θ1は、側面視で鋭角とされている。なお、本実施形態では、θ1=85°とされている。 また、支持部48には、板厚方向に貫通する孔54が形成されており、後述する拘束部材58の一端が係止される。 On the other hand, the support portion 48 is formed in a substantially rectangular shape in plan view. Before the lower support member 44 is assembled, the support portion 48 extends from the lower end portion of the engagement portion 46 toward the outside of the side surface portion 28A of the small floor beam 28 while being inclined slightly upward. there is Therefore, the angle θ1 formed by the engaging portion 46 of the lower support member 44 and the support portion 48 in side view is an acute angle in side view. It should be noted that θ1=85° in this embodiment. In addition, a hole 54 is formed through the support portion 48 in the plate thickness direction, and one end of a restraining member 58, which will be described later, is locked.

図6(A)、図6(B)に示されるように、下部支持部材44は、切欠き部50に第2上部支持部材を挿入することにより、第2上部支持部材38に係止される構成となっている。 As shown in FIGS. 6A and 6B, the lower support member 44 is locked to the second upper support member 38 by inserting the second upper support member into the notch 50. It is configured.

具体的に説明すると、下部支持部材44の係合部46は、切欠き部50より上方側の部分が第2上部支持部材38の中間部36Bよりも外側に配置されるように挿入されている。つまり、床小梁28の側面部28Aと係合部46との間に第2上部支持部材38の中間部36Bが配置されている。また、第2上部支持部材38の下部36Cが切欠き部50を通って床小梁28の側面部28Aよりも外側方向へ延在されている。この状態では、切欠き部50の上面50Aが第2上部支持部材38の下部36Cに当接することにより、下部支持部材44の下方側への移動が規制されている。 Specifically, the engagement portion 46 of the lower support member 44 is inserted so that the portion above the notch 50 is arranged outside the middle portion 36B of the second upper support member 38. . In other words, the intermediate portion 36B of the second upper support member 38 is arranged between the side portion 28A of the small floor beam 28 and the engaging portion 46. As shown in FIG. Further, the lower portion 36C of the second upper support member 38 extends outward beyond the side portion 28A of the small floor beam 28 through the notch portion 50. As shown in FIG. In this state, the upper surface 50A of the notch 50 contacts the lower portion 36C of the second upper support member 38, thereby restricting the downward movement of the lower support member 44. As shown in FIG.

また、第2上部支持部材38が切欠き部50の奥まで挿入されると、第2上部支持部材38は、切欠き部50の内側端部と段差部52との間に収容される。また、この状態では、切欠き部50を通って斜め下方向に傾斜して延びる第2上部支持部材38の下部36Cと切欠き部50の段差部52が側面視で重なる位置に配置されている(図6(B)参照)。このため、下部支持部材44を床小梁28の延在方向に沿って移動させようとすると、第2上部支持部材38の下部36Cが切欠き部50の内側端部又は段差部52に当たって移動が規制される。これにより、下部支持部材44の取り付け後に、下部支持部材44が第2上部支持部材38から脱落するということが抑制される。 Also, when the second upper support member 38 is inserted all the way into the notch 50 , the second upper support member 38 is accommodated between the inner end of the notch 50 and the stepped portion 52 . Further, in this state, the lower portion 36C of the second upper support member 38 extending obliquely downward through the cutout portion 50 and the stepped portion 52 of the cutout portion 50 overlap each other in a side view. (See FIG. 6B). Therefore, when the lower support member 44 is moved along the extension direction of the floor beam 28, the lower portion 36C of the second upper support member 38 hits the inner end portion of the notch portion 50 or the stepped portion 52 to prevent the movement. Regulated. This prevents the lower support member 44 from falling off from the second upper support member 38 after the lower support member 44 is attached.

図1に示されるように、第2断熱材40は、第1断熱材34と下部支持部材44の支持部48との間に第2断熱材40の床小梁28に沿って配置された端部が挿入される。これにより、第2断熱材40は、支持部48によって下方側から支持されている。 As shown in FIG. 1, the secondary insulation 40 has an end portion disposed along the floor joist 28 of the secondary insulation 40 between the first insulation 34 and the support portion 48 of the lower support member 44 . part is inserted. Thereby, the second heat insulating material 40 is supported from below by the supporting portion 48 .

さらに、図3に示されるように、下部支持部材44の下方側には、床小梁28の下面部28Cを覆う第3断熱材56が配置されている。第3断熱材56は、一例として、グラスウールにより形成されている。また、第3断熱材56は、側面視でU字形状とされており、床小梁28の側面部28Aの下部と床小梁28の下面部28Cを包むように配置されている。第3断熱材は、下部支持部材44に係止された紐状の拘束部材58により下方側から支持されている。 Furthermore, as shown in FIG. 3 , a third heat insulating material 56 is arranged below the lower support member 44 to cover the lower surface portion 28C of the small floor beam 28 . The third heat insulating material 56 is made of glass wool, for example. The third heat insulating material 56 has a U-shape in side view, and is arranged so as to wrap the lower side portion 28A of the floor beam 28 and the lower surface portion 28C of the floor beam 28 . The third heat insulating material is supported from below by a string-like restraint member 58 that is engaged with the lower support member 44 .

拘束部材58は、紐部材60と、紐部材60の両端に取り付けられたフック62を備えている。各々のフック62は、床小梁28の左右両側面部28Aに配置された一対の下部支持部材44に形成された孔54に係止されている(図1参照)。 The binding member 58 includes a string member 60 and hooks 62 attached to both ends of the string member 60 . Each hook 62 is engaged with a hole 54 formed in a pair of lower support members 44 arranged on the left and right side portions 28A of the floor beam 28 (see FIG. 1).

そして、床小梁28と一対の下部支持部材44との間に架け渡された拘束部材58との間に第3断熱材56が配置されている。これにより、第3断熱材が拘束部材58によって下方側から支持されている。 A third heat insulating material 56 is arranged between a restraining member 58 bridged between the small floor beam 28 and the pair of lower support members 44 . Thereby, the third heat insulating material is supported by the restraining member 58 from below.

なお、拘束部材58の全長は、第3断熱材56の外周寸法よりも短く設定されており、第3断熱材56を拘束部材58で括るようにして床小梁28に組み付けると、拘束部材58の紐部材60に張力が発生する。そして、拘束部材58の両端に設けられたフック62を介して下部支持部材44の支持部48に下方向の荷重が作用する。この状態では、フック62から伝達される荷重で支持部48が弾性変形され、下部支持部材44の係合部46と支持部48が側面視でなす角θ1は略垂直となっている(図1参照)。また、下部支持部材44の復元力によって、拘束部材58の両端には上方向の荷重が作用するため、第3断熱材56が拘束部材58によって上方側へ引き上げられて、床小梁28への組み付け強度を向上させる構成となっている。 The overall length of the restraining member 58 is set to be shorter than the outer circumference of the third heat insulating material 56. When the third heat insulating material 56 is wrapped with the restraining member 58 and attached to the small floor beam 28, the restraining member 58 A tension is generated in the string member 60 of . A downward load acts on the support portions 48 of the lower support member 44 via the hooks 62 provided at both ends of the restraint member 58 . In this state, the supporting portion 48 is elastically deformed by the load transmitted from the hook 62, and the angle θ1 formed by the engaging portion 46 of the lower supporting member 44 and the supporting portion 48 in a side view is substantially vertical (FIG. 1). reference). Also, due to the restoring force of the lower support member 44 , an upward load acts on both ends of the restraining member 58 , so that the third heat insulating material 56 is lifted upward by the restraining member 58 to reach the floor beam 28 . It is configured to improve the assembly strength.

(作用及び効果)
次に、建物10に断熱構造12を適用する際の施工方法を説明すると共に、本実施形態の作用及び効果について説明する。
(Action and effect)
Next, a construction method for applying the heat insulating structure 12 to the building 10 will be described, and the action and effect of this embodiment will be described.

本実施形態では、予め、隣接する床大梁26と床小梁28との間、及び隣接する床小梁28間に敷設された第1断熱材34と第1断熱材34を下方側から支持する第1上部支持部材36及び第2上部支持部材38を備える建物10の床下に施工する場合を例として説明する。このような場合、作業員は建物10の床下空間20に潜り込み、第2断熱材40と第3断熱材56の組み付け作業を行う。 In this embodiment, the first heat insulating material 34 and the first heat insulating material 34 laid in advance between the adjacent floor girders 26 and floor small girders 28 and between the adjacent floor small girders 28 are supported from below. A case of construction under the floor of the building 10 having the first upper supporting member 36 and the second upper supporting member 38 will be described as an example. In such a case, the worker crawls into the underfloor space 20 of the building 10 and performs the work of assembling the second heat insulating material 40 and the third heat insulating material 56 .

(1)まず、作業員は、下部支持部材44を第2上部支持部材38に係合させる。具体的には、下部支持部材44の切欠き部50に第2上部支持部材38を挿入して、下部支持部材44を第2上部支持部材38の下方側へ吊り下げた状態とする。 (1) First, the operator engages the lower support member 44 with the second upper support member 38 . Specifically, the second upper support member 38 is inserted into the notch 50 of the lower support member 44 so that the lower support member 44 is suspended below the second upper support member 38 .

(2)次に、第3断熱材56を拘束部材58に支持させる。この工程では、まず、第3断熱材56を床小梁28の下部に添え当てる。そして、床小梁28の下面部28C側から拘束部材58を回し渡すようにして、拘束部材58のフック62を床小梁28の両側面部28Aに配置された下部支持部材44に係止する。 (2) Next, the third heat insulating material 56 is supported by the restraining member 58 . In this step, first, the third heat insulating material 56 is attached to the lower part of the floor beam 28 . Then, the hooks 62 of the restraining member 58 are engaged with the lower support members 44 arranged on both side surfaces 28A of the small floor beam 28 by passing the restraining member 58 from the lower surface portion 28C side of the small floor beam 28.

(3)最後に、第2断熱材40を下部支持部材44に支持させる。この工程では、既に下部支持部材44が組み付けられた床小梁28の側面に第2断熱材40の端部を組み付ける。具体的には、床大梁26と床小梁28との間では、床大梁26に沿って配置された第2断熱材40の一端を床大梁26の下フランジ部26Cに予め固定されたブロック体42の上に載置する(図2参照)。一方、床小梁28に沿って配置された第2断熱材40の一端は、第1断熱材34と下部支持部材44の支持部48との間に挿入する。 (3) Finally, the second heat insulating material 40 is supported by the lower support member 44 . In this step, the ends of the second heat insulating material 40 are attached to the side surfaces of the floor beams 28 to which the lower support members 44 have already been attached. Specifically, between the floor girders 26 and the floor small girders 28, a block body in which one end of the second heat insulating material 40 arranged along the floor girders 26 is fixed in advance to the lower flange portion 26C of the floor girders 26 is provided. 42 (see FIG. 2). On the other hand, one end of the second heat insulating material 40 arranged along the floor beam 28 is inserted between the first heat insulating material 34 and the support portion 48 of the lower support member 44 .

一方、隣接する床小梁28間には、床小梁28に沿って配置された第2断熱材40の両端部を、第1断熱材34と下部支持部材44の支持部48との間に挿入する。これにより、隣接する床大梁26と床小梁28との間、及び隣接する床小梁28間に第1断熱材34と第2断熱材40が上下方向に並んで敷設される。 On the other hand, between the adjacent floor beams 28, both ends of the second heat insulating material 40 arranged along the floor small beams 28 are placed between the first heat insulating material 34 and the support portions 48 of the lower support members 44. insert. As a result, the first heat insulating material 34 and the second heat insulating material 40 are laid vertically side by side between the adjacent floor girders 26 and floor small girders 28 and between the adjacent floor small girders 28 .

以上の工程により、断熱材の施工作業が完了する。 Through the above steps, the construction work of the heat insulating material is completed.

以上説明した本実施形態の断熱構造12では、床板30の下面30B側に第1断熱材34と第2断熱材40が上下方向に並んで敷設されている。また、第1断熱材34と第2断熱材40は床小梁28の側面部28Aを覆うように配置されている。さらに、床小梁28の下方側には、床小梁28の下面部28Cを覆うように第3断熱材56が配置されている。これにより、床板30及び床小梁28を介して行われる建物内外への熱の伝達が抑制されるため、建物10の床下の断熱性能を向上させることができる。 In the heat insulating structure 12 of the present embodiment described above, the first heat insulating material 34 and the second heat insulating material 40 are laid vertically side by side on the lower surface 30B side of the floor plate 30 . Also, the first heat insulating material 34 and the second heat insulating material 40 are arranged so as to cover the side surface portion 28A of the floor beam 28. As shown in FIG. Furthermore, a third heat insulating material 56 is arranged on the lower side of the floor beam 28 so as to cover the lower surface portion 28C of the floor beam 28 . As a result, heat transfer to the inside and outside of the building through the floorboards 30 and the floor beams 28 is suppressed, so that the underfloor insulation performance of the building 10 can be improved.

また、第2断熱材40を下方側から支持する下部支持部材44は、係合部46に設けられた切欠き部50に第2上部支持部材38を挿入することにより、第2上部支持部材38に係止可能とされている。このため、第2断熱材40を組み付けるにあたり、工具を用いて床小梁28に新たな支持部材を取り付ける必要がない。これにより、床下空間の小さな建物でも施工が容易になるため、作業員の負担が軽減される。 In addition, the lower support member 44 that supports the second heat insulating material 40 from below is inserted into the notch 50 provided in the engagement portion 46 so that the second upper support member 38 is inserted into the notch 50 . can be locked. Therefore, when assembling the second heat insulating material 40, it is not necessary to attach a new support member to the floor beam 28 using a tool. This makes it easier to install even in buildings with small underfloor spaces, reducing the burden on workers.

また、本実施形態に係る第3断熱材56の取り付け作業は、第3断熱材56を床小梁28の下面部28Cに添え当てて、床小梁28の下面部28Cに紐状の拘束部材58を回し渡すことにより行われる。具体的には、拘束部材58の両端にフック62を設け、各々のフック62を床小梁28の両側に一対設けられた下部支持部材44の支持部48の孔54に引っ掛けることで係止させる。このように、簡単な方法で第3断熱材56を取り付けることができ、床下空間の小さな建物であっても容易に施工可能となる。 In addition, the operation of attaching the third heat insulating material 56 according to the present embodiment involves attaching the third heat insulating material 56 to the lower surface portion 28C of the floor beam 28, and attaching a string-like restraint member to the lower surface portion 28C of the floor small beam 28. 58 is passed around. Specifically, hooks 62 are provided at both ends of the restraint member 58, and each hook 62 is hooked to the hole 54 of the support portion 48 of the lower support member 44 provided on both sides of the small floor beam 28 to engage. . In this way, the third heat insulating material 56 can be attached by a simple method, and construction can be easily performed even in a building with a small underfloor space.

また、本実施形態では、下部支持部材44の支持部48には、第3断熱材56を支持しようとする拘束部材58からの荷重が伝達される。これにより、支持部48は、側面視で係合部46と支持部48のなす角θ1が鋭角(例えばθ=85°)から略垂直となるように弾性変形される。このため、床小梁28の両側に配置された拘束部材58の両端部には、フック62を介して弾性復帰しようとする支持部48から上方向の引張荷重がそれぞれ作用する。これにより、拘束部材58が第3断熱材56を下方側から強力に支持することが可能となり、建物10の床下の断熱構造の耐久性を向上させることができる。 In addition, in this embodiment, the load from the restraining member 58 that supports the third heat insulating material 56 is transmitted to the supporting portion 48 of the lower supporting member 44 . As a result, the supporting portion 48 is elastically deformed such that the angle θ1 formed by the engaging portion 46 and the supporting portion 48 in a side view changes from an acute angle (eg, θ=85°) to a substantially vertical angle. For this reason, an upward tensile load acts on both ends of the restraining members 58 arranged on both sides of the small floor beam 28 from the supporting portions 48 which are trying to elastically return via the hooks 62 . As a result, the restraining member 58 can strongly support the third heat insulating material 56 from below, and the durability of the underfloor heat insulating structure of the building 10 can be improved.

また、上述した断熱材の施工方法は、床板30の断熱性能を向上させる第1断熱材34が予め敷設された建物10の床下改修工事などの際に簡単な方法で床小梁28の側面部28A及び下面部28Cを断熱材で覆うことができる。これにより、建物10の床下の断熱性能を一層向上させることができると共に、床下改修工事に伴う作業員の負担を軽減させることができる。 In addition, the method of installing the heat insulating material described above is a simple method for underfloor repair work of the building 10 in which the first heat insulating material 34 for improving the heat insulating performance of the floor plate 30 is laid in advance. 28A and lower surface 28C can be covered with a heat insulating material. As a result, the underfloor insulation performance of the building 10 can be further improved, and the burden on workers involved in the underfloor repair work can be reduced.

<第2実施形態>
以下、図8~図9に基づいて、第2実施形態に係る建物の断熱構造70(以下、単に「断熱構造70」とする。)について説明する。本実施形態の断熱構造70では、床小梁28の左右両側に配置された第2断熱材40を下方側から支持する下部支持部材72を備える点に特徴がある。なお、上記第1実施形態と同様の構成及び作用については、同符号を付与しその説明を省略する。
<Second embodiment>
A heat insulation structure 70 for a building according to the second embodiment (hereinafter simply referred to as “heat insulation structure 70”) will be described below with reference to FIGS. 8 and 9. FIG. The heat insulating structure 70 of this embodiment is characterized in that it includes lower support members 72 that support the second heat insulating materials 40 arranged on both left and right sides of the floor beam 28 from below. It should be noted that the same reference numerals are assigned to the same configurations and actions as in the first embodiment, and the description thereof will be omitted.

図8(A)には、本実施形態に係る下部支持部材72の斜視図が示されている。この図に示されるように、下部支持部材72は、床小梁28の下面部28C側に配置される底面部74と、底面部74から鉛直上方に立設された一対の係合部76と、底面部74から床小梁28の側面部28Aよりも左右外側へ延在された支持部78とを備えている。また、一例として、下部支持部材72は鋼板で形成されている。 FIG. 8A shows a perspective view of the lower support member 72 according to this embodiment. As shown in this figure, the lower support member 72 includes a bottom surface portion 74 arranged on the side of the lower surface portion 28C of the small floor beam 28, and a pair of engaging portions 76 erected vertically upward from the bottom surface portion 74. , and support portions 78 extending from the bottom portion 74 to the left and right outside of the side portions 28A of the small floor beams 28. As shown in FIG. Moreover, as an example, the lower support member 72 is formed of a steel plate.

底面部74は、鉛直方向を板厚方向とし、平面視で略矩形状の板材とされている。底面部74の長手方向は、床小梁28の延在方向と一致し、底面部74の短手方向の寸法は床小梁28の側面部28Aの板厚方向の寸法と略一致している。 The bottom surface portion 74 is a substantially rectangular plate in a plan view, with the vertical direction being the plate thickness direction. The longitudinal direction of the bottom surface portion 74 coincides with the extending direction of the small floor beam 28, and the widthwise dimension of the bottom surface portion 74 substantially coincides with the thickness direction dimension of the side surface portion 28A of the small floor beam 28. .

底面部74の中央部から長手方向の一方側の部位には、短手方向の両端部に鉛直上方へ立設された一対の係合部76が一体に形成されている。係合部76は、正面視で鉛直方向を長手方向とする矩形状に形成されており、側面視では一対の係合部76と底面部74とによって上方側に開放された略U字状に形成されている。また、係合部76には、スリット状の切欠き部50が形成されている。なお、切欠き部50の構成は上述した第1実施形態と同様の構成であるため、説明を割愛する。 A pair of engaging portions 76 standing vertically upward are integrally formed at both ends in the short side direction of the bottom portion 74 on one side in the longitudinal direction from the central portion. The engaging portion 76 is formed in a rectangular shape whose longitudinal direction is the vertical direction when viewed from the front. formed. A slit-shaped notch portion 50 is formed in the engaging portion 76 . In addition, since the structure of the notch part 50 is the structure similar to 1st Embodiment mentioned above, description is omitted.

一方、底面部74の中央部から長手方向の他方側の部位には、短手方向の両端部から、左右外側へ延在された一対の支持部78が一体に形成されている。各支持部78は、略鉛直方向を板厚方向とし、平面視で矩形状に形成されている。また、支持部78は、底面部74の端部から外側へ向かうにつれて若干上方側へ傾斜して延在されている。このため、下部支持部材72を組み付ける前の状態では、側面視で下部支持部材72の係合部76と支持部78とのなす角θ2が鋭角とされている。また、各支持部78には、拘束部材58のフック62を係止する孔54が形成されている。 On the other hand, a pair of support portions 78 are integrally formed on the other side of the bottom portion 74 in the longitudinal direction from the central portion thereof, the support portions 78 extending from both ends in the short direction to the left and right outer sides. Each support portion 78 has a substantially vertical direction as a plate thickness direction and is formed in a rectangular shape in a plan view. Further, the support portion 78 extends from the end portion of the bottom portion 74 so as to be inclined slightly upward toward the outside. Therefore, before the lower support member 72 is assembled, the angle θ2 formed by the engaging portion 76 and the support portion 78 of the lower support member 72 is an acute angle in side view. Further, each support portion 78 is formed with a hole 54 for engaging the hook 62 of the restraint member 58 .

図9に示されるように、下部支持部材72は、一対の係合部76間に床小梁28が挿入されると共に、切欠き部50に第2上部支持部材38が挿入される。これにより、下部支持部材72は、第2上部支持部材38に係止された状態となる。また、第2断熱材40を組み付けた状態では、一対の支持部78によって床小梁28の両側に配設された第2断熱材40が下方側から支持ざれる構成となっている。 As shown in FIG. 9 , the lower support member 72 has the floor beam 28 inserted between the pair of engaging portions 76 and the second upper support member 38 inserted into the notch 50 . As a result, the lower support member 72 is engaged with the second upper support member 38 . In addition, in the state where the second heat insulating material 40 is assembled, the second heat insulating material 40 arranged on both sides of the small floor beam 28 is supported from below by the pair of support portions 78 .

(作用及び効果)
本実施形態の断熱構造70の基本的な構成は、第1実施形態の断熱構造12を踏襲している。このため、第1実施形態の断熱構造12と同様の作用並びに効果を得ることができる。
(Action and effect)
The basic configuration of the heat insulating structure 70 of this embodiment follows the heat insulating structure 12 of the first embodiment. Therefore, it is possible to obtain the same function and effect as the heat insulating structure 12 of the first embodiment.

また、本実施形態では、下部支持部材72によって床小梁28の側面部28Aの両側に配置された第2断熱材40を支持することができる。このため、床小梁28の両側にそれぞれ別体の下部支持部材が配設される構造と比較して、部材の点数を減らすことができ、施工時の工数を減少させることができる。 In addition, in this embodiment, the lower support members 72 can support the second heat insulating materials 40 arranged on both sides of the side portions 28A of the floor beams 28 . Therefore, compared to a structure in which separate lower support members are arranged on both sides of the floor beam 28, the number of members can be reduced, and the number of man-hours during construction can be reduced.

<第3実施形態>
以下、図10~図11に基づいて、第3実施形態に係る建物の断熱構造80(以下、単に「断熱構造80」とする。)について説明する。本実施形態の断熱構造80では、第2実施形態と同様に床小梁28の左右両側に配置された第2断熱材40を下方側から支持する下部支持部材82を備える点に特徴がある。なお、上記第1実施形態及び第2実施形態と同様の構成及び作用については、同符号を付与しその説明を省略する。
<Third Embodiment>
A heat insulation structure 80 for a building according to the third embodiment (hereinafter simply referred to as “heat insulation structure 80”) will be described below with reference to FIGS. 10 and 11. FIG. The heat insulation structure 80 of this embodiment is characterized in that it includes lower support members 82 that support the second heat insulation members 40 arranged on both left and right sides of the floor beam 28 from below, as in the second embodiment. The same reference numerals are given to the same configurations and actions as those of the first embodiment and the second embodiment, and the description thereof will be omitted.

図10(A)には、本実施形態に係る下部支持部材82の斜視図が示されている。この図に示されるように、下部支持部材82は、床小梁28の下面部28C側に配置される底面部74と、底面部74から鉛直上方に立設された一対の係合部76と、を備えている。また、下部支持部材82は、係合部76の上部から底面部74の長手方向に沿って延在された一対の延長部84と、延長部84の下端部から床小梁28の側面部28Aよりも左右外側へ延在された支持部86とを備えている。また、一例として、下部支持部材82は鋼板で形成されている。なお、底面部74と係合部76は第2実施形態と同様の構成であるため説明を割愛する。 FIG. 10A shows a perspective view of the lower support member 82 according to this embodiment. As shown in this figure, the lower support member 82 includes a bottom portion 74 arranged on the side of the lower surface portion 28C of the small floor beam 28, and a pair of engaging portions 76 erected vertically upward from the bottom portion 74. , is equipped with The lower support member 82 includes a pair of extensions 84 extending along the longitudinal direction of the bottom surface 74 from the upper part of the engaging part 76 and the side surface 28A of the small floor beam 28 extending from the lower end of the extensions 84 . and a support portion 86 extending to the left and right outside. Also, as an example, the lower support member 82 is made of a steel plate. Note that the bottom surface portion 74 and the engaging portion 76 have the same configurations as those of the second embodiment, so the description thereof is omitted.

一対の延長部84は、一対の係合部76において切欠き部50が形成された一側に対して反対側の一側の上部に設けられている。延長部84は、係合部76と板厚方向が一致しており、正面視で矩形状をなしている。そして、一対の延長部84の下端部には、各延長部84から離間する方向に延在された支持部86がそれぞれ一体に形成されている。 The pair of extension portions 84 are provided on the upper portion of one side of the pair of engaging portions 76 opposite to the side on which the notch portion 50 is formed. The extending portion 84 is aligned in the plate thickness direction with the engaging portion 76 and has a rectangular shape when viewed from the front. Support portions 86 extending in a direction away from the extension portions 84 are formed integrally with the lower end portions of the pair of extension portions 84 .

各支持部86は、略鉛直方向を板厚方向とし、平面視で矩形状に形成されている。また、支持部86は、延長部84の下端部から外側へ向かうにつれて若干上方側へ傾斜して延在されている。このため、下部支持部材82を組み付ける前の状態では、側面視で下部支持部材82の係合部76と支持部86とのなす角θ3が鋭角とされている。また、各支持部86には、拘束部材58のフック62を係止する孔54が形成されている。 Each support portion 86 has a substantially vertical direction as a plate thickness direction and is formed in a rectangular shape in a plan view. Further, the support portion 86 extends from the lower end portion of the extension portion 84 so as to be inclined slightly upward toward the outside. Therefore, before the lower support member 82 is assembled, the angle θ3 between the engaging portion 76 and the support portion 86 of the lower support member 82 is an acute angle in side view. Further, each support portion 86 is formed with a hole 54 for engaging the hook 62 of the restraining member 58 .

図11に示されるように、下部支持部材82は、一対の係合部76間に床小梁28が挿入されると共に、切欠き部50に第2上部支持部材38が挿入される。これにより、下部支持部材82は、第2上部支持部材38に係止された状態となる。また、第2断熱材40を組み付けた状態では、一対の支持部86によって床小梁28の両側に配設された第2断熱材40が下方側から支持される構成となっている。 As shown in FIG. 11 , the lower support member 82 has the floor beam 28 inserted between the pair of engaging portions 76 and the second upper support member 38 inserted into the notch 50 . As a result, the lower support member 82 is locked to the second upper support member 38 . Further, in the state where the second heat insulating material 40 is assembled, the second heat insulating material 40 arranged on both sides of the small floor beam 28 is supported from below by the pair of support portions 86 .

(作用及び効果)
本実施形態の断熱構造80の基本的な構成は、第1実施形態の断熱構造12を踏襲している。このため、第1実施形態の断熱構造12と同様の作用並びに効果を得ることができる。
(Action and effect)
The basic configuration of the heat insulating structure 80 of this embodiment follows the heat insulating structure 12 of the first embodiment. Therefore, it is possible to obtain the same function and effect as the heat insulating structure 12 of the first embodiment.

また、本実施形態では、下部支持部材82によって床小梁28の側面部28Aの両側に配置された第2断熱材40を支持することができる。このため、床小梁28の両側にそれぞれ別体の下部支持部材が配設される構造と比較して、部材の点数を減らすことができ、施工時の工数を減少させることができる。 In addition, in this embodiment, the lower support members 82 can support the second heat insulating materials 40 arranged on both sides of the side portions 28A of the floor beams 28 . Therefore, compared to a structure in which separate lower support members are arranged on both sides of the floor beam 28, the number of members can be reduced, and the number of man-hours during construction can be reduced.

また、延長部84の鉛直方向の寸法を適宜設定することにより、様々な厚みの断熱材を支持することが可能となり、汎用性の高い構造になっている。 Moreover, by appropriately setting the vertical dimension of the extension portion 84, it is possible to support various thicknesses of heat insulating material, and the structure is highly versatile.

[補足説明]
上記第1実施形態~第3実施形態では、ユニット建物である建物10に断熱構造12、70、80を適用する構成としたが、本発明はこれに限らない。鉄骨軸組構造の建物又従来工法で建築された木造の建物の床下に適用されてもよい。従って、床大梁26や床小梁28は鉄鋼製に限らず、木製であってもよい。
[supplementary explanation]
In the first to third embodiments, the heat insulating structures 12, 70, 80 are applied to the building 10, which is a unit building, but the present invention is not limited to this. It may be applied under the floor of a building with a steel frame structure or a wooden building constructed by a conventional construction method. Therefore, the floor girders 26 and the floor small girders 28 are not limited to being made of steel, but may be made of wood.

また、上記第1実施形態~第3実施形態では、床板を下方側から支持する「横架材」として床大梁26と床小梁28を適用したが、本発明はこれに限らず、大引や根太であってもよい。 In addition, in the first to third embodiments, the floor girders 26 and the floor small girders 28 are used as the "horizontal members" that support the floorboards from below, but the present invention is not limited to this. or joists.

また、上記第1実施形態~第3実施形態では、床小梁28の下方側に第3断熱材56を設ける構成としたが、本発明はこれに限らず、第3断熱材56を組み付けない構成としてもよい。 Further, in the first to third embodiments, the third heat insulating material 56 is provided on the lower side of the floor beam 28, but the present invention is not limited to this, and the third heat insulating material 56 is not assembled. may be configured.

また、上記第1実施形態~第3実施形態では、組み付け前の状態で下部支持部材44の支持部48が、床小梁28よりも外側に向かうにつれて若干上方側に傾斜される構成(例えばθ1=θ2=θ3=85°)としたが、本発明はこれに限らない。支持部48が水平方向に沿って延在される構成(θ1=θ2=θ3=90°)としてもよく、支持部48が床小梁28よりも外側に向かうにつれて若干下方側に傾斜される構成(θ1、θ2、θ3が鈍角に設定されている場合。)としてもよい。 In addition, in the first to third embodiments, the support portion 48 of the lower support member 44 is inclined slightly upward toward the outside of the small floor beam 28 (for example, θ1 = θ2 = θ3 = 85°), but the present invention is not limited to this. The support portion 48 may be configured to extend along the horizontal direction (θ1=θ2=θ3=90°), and the support portion 48 may be inclined slightly downward toward the outside of the small floor beam 28. (When θ1, θ2, and θ3 are set to obtuse angles).

また、上記第1実施形態では、拘束部材58の両端部にフック62を設ける構成としたが、本発明はこれに限らない。図12(A)に示される拘束部材90のように、両端部にクリップ92を設ける構成とし、支持部48の外側端部がクリップ92で挟持される構成としてもよい。又は、図12(B)に示される拘束部材100のように、拘束部材100の両端部に環状部102を設けて支持部48に形成された下切欠き部50に環状部102を引っかけて係止する構成としてもよい。又は、図12(C)に示される拘束部材200のように、全体を環状の紐部材で構成されるものとし、支持部48に形成された下切欠き部50に拘束部材200の環状の一端を引っかけて係止する構成としてもよい。また、上記した拘束部材90、100、200の構成は第2実施形態又は第3実施形態にも適用可能である。 Further, in the first embodiment, the hooks 62 are provided at both ends of the restraining member 58, but the present invention is not limited to this. As with a restraining member 90 shown in FIG. 12A, a configuration in which clips 92 are provided at both ends, and a configuration in which the outer ends of the support portion 48 are held by the clips 92 may be employed. Alternatively, as in a restraining member 100 shown in FIG. 12B, annular portions 102 are provided at both ends of the restraining member 100, and the annular portions 102 are hooked to the lower notch portions 50 formed in the support portion 48 to be locked. It is good also as a structure which carries out. Alternatively, as in the restraint member 200 shown in FIG. It is good also as a structure hooked and latched. Also, the configurations of the restraining members 90, 100, and 200 described above can also be applied to the second embodiment or the third embodiment.

また、上記第1実施形態では、床小梁28に配設される支持部材を第2上部支持部材38としたが、これに限らず、床小梁28に第1上部支持部材36を配設する構成としてもよい。つまり、床小梁28の左右両側に第1上部支持部材36をそれぞれ設ける構成とし、床小梁28の両側に配置される第2断熱材40を支持する構成としてもよい。 In addition, in the above-described first embodiment, the supporting members provided on the floor beams 28 are the second upper supporting members 38, but this is not limiting, and the first upper supporting members 36 are provided on the floor small beams 28. It is good also as a structure which carries out. That is, the first upper support member 36 may be provided on each of the left and right sides of the small floor beam 28 to support the second heat insulating materials 40 arranged on both sides of the small floor beam 28 .

また、上記第1実施形態では、予め第1断熱材34が第1上部支持部材36及び第2上部支持部材38を用いて床板30の下方側に組み付けられた建物10へ断熱構造12を適用する施工方法について説明した。しかし、本発明はこれに限らず、新設される建物へ断熱構造12を適用してもよい。この場合、まず、床大梁26及び床小梁28に第1上部支持部材36及び第2上部支持部材38を設置する。このとき、第1上部支持部材36を床大梁26の上フランジ部26Bに両面テープ等を用いて仮止めしてもよい。その後、第2上部支持部材38に下部支持部材44を係合させ、拘束部材58に第3断熱材56を支持させる。次に、下部支持部材44に第2断熱材40を支持させ、その後、第1上部支持部材36及び第2上部支持部材38に第1断熱材34を支持させる。その後、床大梁26及び床小梁28に床板30を固定することにより施工作業が完了する。 Further, in the above-described first embodiment, the heat insulating structure 12 is applied to the building 10 in which the first heat insulating material 34 is assembled in advance to the lower side of the floorboard 30 using the first upper supporting member 36 and the second upper supporting member 38. I explained the construction method. However, the present invention is not limited to this, and the heat insulation structure 12 may be applied to a newly constructed building. In this case, first, the first upper support member 36 and the second upper support member 38 are installed on the floor girders 26 and the floor small girders 28 . At this time, the first upper support member 36 may be temporarily fixed to the upper flange portion 26B of the floor girder 26 using double-sided tape or the like. Thereafter, the lower support member 44 is engaged with the second upper support member 38 and the restraining member 58 is made to support the third heat insulating material 56 . Next, the lower support member 44 is made to support the second heat insulating material 40 , and then the first upper support member 36 and the second upper support member 38 are made to support the first heat insulating material 34 . After that, the construction work is completed by fixing the floor plate 30 to the floor girders 26 and the floor small girders 28 .

10 建物
12 建物の断熱構造
30 床板
30B床板の下面
26 床大梁(横架材)
28 床小梁(横架材)
34 第1断熱材
40 第2断熱材
56 第3断熱材
36 第1上部支持部材(上部支持部材)
38 第2上部支持部材(上部支持部材)
44 下部支持部材
46 係合部
48 支持部
54 孔
50 切欠き部
58 拘束部材
62 フック
70 建物の断熱構造
72 下部支持部材
76 係合部
78 支持部
80 建物の断熱構造
82 下部支持部材
86 支持部
90 拘束部材
100 拘束部材
200 拘束部材
θ1 係合部と支持部のなす角
θ2 係合部と支持部のなす角
θ3 係合部と支持部のなす角
REFERENCE SIGNS LIST 10 building 12 heat insulating structure of building 30 floor board lower surface of 30B floor board 26 floor girder (horizontal member)
28 Floor beams (horizontal members)
34 First heat insulator 40 Second heat insulator 56 Third heat insulator 36 First upper support member (upper support member)
38 second upper support member (upper support member)
44 Lower support member 46 Engagement part 48 Support part 54 Hole 50 Notch 58 Restraint member 62 Hook 70 Thermal insulation structure of building 72 Lower support member 76 Engagement part 78 Support part 80 Thermal insulation structure of building 82 Lower support member 86 Support part 90 Restraint member 100 Restraint member 200 Restraint member θ1 Angle between engagement portion and support portion θ2 Angle between engagement portion and support portion θ3 Angle between engagement portion and support portion

Claims (6)

床下に所定の間隔を空けて配置され、床板を下方側から支持する複数の横架材と、
前記横架材に装着され、床板の下面側かつ前記横架材間に敷設された第1断熱材を下方側から支持する複数の上部支持部材と、
前記上部支持部材に係合され、前記第1断熱材の下方側かつ前記横架材間に敷設された第2断熱材を下方側から支持する複数の下部支持部材と、を有し、
前記上部支持部材は、前記横架材の上面に当接する当接部と、該当接部から垂下された中間部と、該中間部から延び、前記第1断熱材を下方側から支持する下部とを有し、
前記下部支持部材は、上下方向に延在し、前記横架材の側面に沿って配置されると共に前記上部支持部材の前記下部に係合可能な切欠き部を備える板状の係合部と、該係合部の下端部から前記横架材の前記側面よりも外側へ延材し、前記第2断熱材を下方側から支持する板状の支持部とを有する
建物の断熱構造。
a plurality of horizontal members arranged at predetermined intervals under the floor and supporting the floorboard from below;
a plurality of upper support members attached to the horizontal members and supporting from below a first heat insulating material laid between the lower surface side of the floor plate and between the horizontal members;
a plurality of lower support members that are engaged with the upper support member and support from below the second heat insulator laid between the horizontal members and on the lower side of the first heat insulator ;
The upper support member has a contact portion that contacts the upper surface of the horizontal member, an intermediate portion that hangs down from the contact portion, and a lower portion that extends from the intermediate portion and supports the first heat insulating material from below. has
The lower support member includes a plate-like engaging portion extending in the vertical direction, arranged along the side surface of the horizontal member, and having a cutout portion that can be engaged with the lower portion of the upper support member. a plate-shaped support portion extending from the lower end of the engaging portion to the outside of the side surface of the horizontal member and supporting the second heat insulating member from below ;
Thermal insulation structure of the building.
前記下部支持部材は前記横架材の両側に一対設けられており、
一端が前記横架材の一方の側面に配置された前記下部支持部材の前記支持部に係止され、他端が前記横架材の他方の側面に配置された前記下部支持部材の前記支持部に係止された紐状の拘束部材によって前記横架材の下面を覆う第3断熱材が下方側から支持されている、
請求項1に記載の建物の断熱構造。
A pair of the lower support members are provided on both sides of the horizontal member,
One end is engaged with the support portion of the lower support member arranged on one side surface of the horizontal member, and the other end is the support portion of the lower support member arranged on the other side surface of the horizontal member. A third heat insulating material that covers the lower surface of the horizontal member is supported from below by a string-like restraint member that is locked to the
The thermal insulation structure of the building according to claim 1 .
前記下部支持部材は、前記拘束部材を用いて前記第3断熱材を組み付ける前の状態では、側面視で前記係合部と前記支持部のなす角が鋭角に設定され、前記拘束部材で前記第3断熱材を組み付けた状態では、前記拘束部材から伝達される荷重によって前記なす角が略垂直となるように前記支持部が弾性変形されている、
請求項2に記載の建物の断熱構造。
In the lower support member, before the third heat insulating material is assembled using the restraining member, the angle formed by the engaging portion and the supporting portion is set to be an acute angle in a side view, and the restraining member allows the third heat insulating material to form an acute angle. 3 When the heat insulating material is assembled, the support portion is elastically deformed by the load transmitted from the restraining member so that the angle formed is substantially vertical.
The heat insulation structure of the building according to claim 2 .
前記拘束部材の両端には、前記下部支持部材の前記支持部に形成された孔に係止可能なフックが設けられている、
請求項2又は請求項3に記載の建物の断熱構造。
Both ends of the restraint member are provided with hooks that can be engaged with holes formed in the support portion of the lower support member,
The heat insulation structure of the building according to claim 2 or 3 .
請求項1~請求項4のいずれか1項に記載された建物の断熱構造に適用される断熱材の施工方法であって、
前記床板を支持する複数の前記横架材間に敷設された前記第1断熱材と前記第1断熱材を下方側から支持する前記上部支持部材を備える既設の建物の床下で前記下部支持部材を前記上部支持部材に係合させる第1工程と、
前記第2断熱材を前記下部支持部材に支持させる第2工程と、
を含む断熱材の施工方法。
A method for installing a heat insulating material applied to the heat insulating structure of a building according to any one of claims 1 to 4 ,
The lower support member is installed under the floor of an existing building provided with the first heat insulator laid between the plurality of horizontal members that support the floor plate and the upper support member that supports the first heat insulator from below. a first step of engaging the upper support member;
a second step of supporting the second heat insulating material on the lower support member;
Insulation installation method including.
請求項2~請求項4のいずれか1項に記載された建物の断熱構造に適用される断熱材の施工方法であって、
前記床板を支持する複数の前記横架材間に敷設された前記第1断熱材と前記第1断熱材を下方側から支持する前記上部支持部材を備える既設の建物の床下で前記下部支持部材を前記上部支持部材に係合させる第1工程と、
前記第3断熱材を前記拘束部材に支持させる第2工程と、
前記第2断熱材を前記下部支持部材に支持させる第3工程と、
を含む断熱材の施工方法。
A method for installing a heat insulating material applied to the heat insulating structure of a building according to any one of claims 2 to 4 ,
The lower support member is installed under the floor of an existing building having the first heat insulator laid between the plurality of horizontal members that support the floor plate and the upper support member that supports the first heat insulator from below. a first step of engaging the upper support member;
a second step of supporting the third heat insulating material on the restraining member;
a third step of supporting the second heat insulating material on the lower support member;
Insulation installation method including.
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JP2013072228A (en) 2011-09-28 2013-04-22 Sekisui Chem Co Ltd Support fitting for heat insulator, floor structure, and building
JP2016003432A (en) 2014-06-13 2016-01-12 ミサワホーム株式会社 Heat insulation structure for underfloor space
JP2017036618A (en) 2015-08-11 2017-02-16 マグ・イゾベール株式会社 Heat insulation material fixing member, heat-insulated structure, and construction method for heat insulation material
JP2018204405A (en) 2017-06-09 2018-12-27 株式会社コシイプレザービング Floor heat insulation structure and method for constructing the same

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JP2013072228A (en) 2011-09-28 2013-04-22 Sekisui Chem Co Ltd Support fitting for heat insulator, floor structure, and building
JP2016003432A (en) 2014-06-13 2016-01-12 ミサワホーム株式会社 Heat insulation structure for underfloor space
JP2017036618A (en) 2015-08-11 2017-02-16 マグ・イゾベール株式会社 Heat insulation material fixing member, heat-insulated structure, and construction method for heat insulation material
JP2018204405A (en) 2017-06-09 2018-12-27 株式会社コシイプレザービング Floor heat insulation structure and method for constructing the same

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