JP6386968B2 - Thermal insulation structure of building - Google Patents

Thermal insulation structure of building Download PDF

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JP6386968B2
JP6386968B2 JP2015098860A JP2015098860A JP6386968B2 JP 6386968 B2 JP6386968 B2 JP 6386968B2 JP 2015098860 A JP2015098860 A JP 2015098860A JP 2015098860 A JP2015098860 A JP 2015098860A JP 6386968 B2 JP6386968 B2 JP 6386968B2
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heat insulating
floor
insulating material
foundation
building
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翔太 金子
翔太 金子
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Toyota Housing Corp
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Description

本発明は、建物の断熱構造に関する。   The present invention relates to a heat insulating structure of a building.

近年の住宅においては、住宅の快適性やエネルギー効率を向上するために、高断熱性が求められるようになってきている。そして、高断熱性を実現するために、床に断熱材を施工する床断熱工法に代え、基礎に発泡性樹脂等からなる断熱材を施工する基礎断熱工法の採用が活発化している。   In recent years, in order to improve the comfort and energy efficiency of the house, high thermal insulation has been required. And in order to implement | achieve high heat insulation, it replaces the floor heat insulation construction method which constructs a heat insulating material on a floor, and adoption of the basic heat insulation construction method which constructs the heat insulating material which consists of foaming resin etc. in the foundation is activated.

例えば特許文献1には、かかる基礎断熱工法を複数の建物ユニットからなるユニット式建物に適用した構成が開示されている。特許文献1に記載のものでは、基礎の内側面に基礎断熱材が設けられることで基礎断熱が図られている。また、特許文献1に記載のものは、基礎の上に建物ユニットの床梁が当該床梁に沿って配設されている。この床梁は、断面コ字状の溝形鋼よりなり、その溝部を床下空間側に向けて配置されている。   For example, Patent Document 1 discloses a configuration in which such a basic heat insulation method is applied to a unit type building composed of a plurality of building units. In the thing of patent document 1, the foundation heat insulation is achieved by providing a foundation heat insulating material in the inner surface of a foundation. Moreover, the thing of patent document 1 arrange | positions the floor beam of a building unit along the said floor beam on the foundation. This floor beam is made of channel steel having a U-shaped cross section, and is arranged with the groove portion facing toward the underfloor space.

ここで、こうした構成においては、床梁が熱橋(ヒートブリッジ)とならないように考慮する必要がある。そこで、特許文献1では、床梁の溝部にグラスウールからなる梁内断熱材を配設して、床梁が熱橋となるのを抑制するようにしている。   Here, in such a configuration, it is necessary to consider that the floor beam does not become a thermal bridge (heat bridge). Therefore, in Patent Document 1, an in-beam heat insulating material made of glass wool is disposed in the groove portion of the floor beam to suppress the floor beam from becoming a thermal bridge.

特開2012−172437号公報JP 2012-172437 A

しかしながら、床梁の溝部に梁内断熱材を配設した上述の構成では、床梁の上下のフランジ部分については梁内断熱材で覆うことができないため、このフランジ部分が依然として熱橋となるおそれがある。そのため、断熱性能の低下が懸念される。   However, in the above-described configuration in which the heat insulating material in the beam is arranged in the groove portion of the floor beam, the upper and lower flange portions of the floor beam cannot be covered with the heat insulating material in the beam, so that this flange portion may still be a thermal bridge. There is. For this reason, there is a concern about a decrease in heat insulation performance.

また、寒冷地においては、基礎断熱工法によっても十分に断熱が図れない場合が想定され、さらなる断熱性能の向上が求められる。   In cold regions, it is assumed that sufficient heat insulation cannot be achieved even by the basic heat insulation method, and further improvement of heat insulation performance is required.

本発明は、上記事情に鑑みてなされたものであり、断熱性能のさらなる向上を図ることができる建物の断熱構造を提供することを主たる目的とするものである。   This invention is made | formed in view of the said situation, and makes it the main objective to provide the heat insulation structure of the building which can aim at the further improvement of heat insulation performance.

上記課題を解決すべく、第1の発明の建物の断熱構造は、基礎と、その基礎の上に当該基礎に沿って設けられた床梁と、その床梁の上に当該床梁に沿って設けられた根太と、その根太の上に設けられた床面材とを備える建物に適用され、前記基礎の内側面に設けられた基礎断熱部と、前記床面材の下面側に設けられた床下断熱部と、前記床面材の下方となる床下空間の側から前記床梁を覆うように設けられた床梁断熱部とを備え、前記床梁断熱部は、前記基礎断熱部と前記床下断熱部とにそれぞれ連続させて設けられていることを特徴とする。   In order to solve the above-mentioned problem, a heat insulating structure for a building according to a first invention includes a foundation, a floor beam provided along the foundation on the foundation, and the floor beam on the floor beam. Applied to a building comprising a joist provided and a floor covering provided on the joist, provided with a foundation heat insulating part provided on an inner surface of the foundation and a lower face side of the floor covering. An underfloor heat insulating part, and a floor beam heat insulating part provided to cover the floor beam from the underfloor space side below the floor material, the floor beam heat insulating part comprising the foundation heat insulating part and the under floor It is characterized by being provided continuously with the heat insulating part.

本発明によれば、基礎の内側面に基礎断熱材を設ける基礎断熱工法が採用されている。そして、かかる基礎断熱工法を採用しながらも、床面材の下面側には床下断熱部が設けられている。そのため、建物の断熱性能が大いに高められており、寒冷地においても十分な断熱を図ることが可能となる。   According to the present invention, a foundation heat insulation method is employed in which a foundation heat insulating material is provided on the inner side surface of the foundation. And while employ | adopting this basic heat insulation construction method, the underfloor heat insulation part is provided in the lower surface side of the floor surface material. Therefore, the heat insulation performance of the building is greatly enhanced, and sufficient heat insulation can be achieved even in cold regions.

また、このように基礎断熱部に加え床下断熱部を設けた構成にあって、床梁を床下空間側から覆う床梁断熱部を基礎断熱部及び床下断熱部とそれぞれ連続させて設けたため、床梁の床下空間側においてこれら3つの断熱部(基礎断熱部、床梁断熱部及び床下断熱部)が連続する断熱ライン(断熱層)を形成することができる。これにより、床梁の高さ方向全域を床下空間側から断熱ラインで覆うことができるため、床梁が熱橋となるのを確実に抑制することができる。よって、以上より、断熱性能のさらなる向上を図ることができる。   In addition, in the configuration in which the underfloor heat insulating portion is provided in addition to the basic heat insulating portion, the floor beam heat insulating portion that covers the floor beam from the underfloor space side is provided continuously with the basic heat insulating portion and the underfloor heat insulating portion. A heat insulating line (heat insulating layer) in which these three heat insulating portions (base heat insulating portion, floor beam heat insulating portion, and under floor heat insulating portion) are continuous can be formed on the under floor space side of the beam. Thereby, since the whole area in the height direction of the floor beam can be covered with the heat insulation line from the underfloor space side, the floor beam can be reliably suppressed from becoming a thermal bridge. Therefore, the heat insulation performance can be further improved as described above.

なお、「床梁断熱部が基礎断熱部と連続して設けられている」とは、床梁断熱部が基礎断熱部と接触した状態で設けられている場合だけでなく、床梁断熱部が基礎断熱部と他の断熱部(断熱材)を介して連続している場合をも含む意味である。また、「床梁断熱部が床下断熱部と連続して設けられている」についても、これと同様の意味である。   Note that “the floor beam heat insulation part is provided continuously with the foundation heat insulation part” is not only the case where the floor beam heat insulation part is provided in contact with the foundation heat insulation part, but also the floor beam heat insulation part is provided. The meaning also includes the case where it is continuous through the basic heat insulating part and another heat insulating part (heat insulating material). Further, “the floor beam heat insulating portion is provided continuously with the underfloor heat insulating portion” has the same meaning as this.

第2の発明の建物の断熱構造は、第1の発明において、前記床梁は、前記床下空間側に開口した溝部を有する溝形鋼よりなり、前記床梁断熱部は、前記溝部に配設された梁内断熱部と、前記溝部の外に配設された梁外断熱部とを有し、前記梁外断熱部が前記基礎断熱部と前記床下断熱部とに連続させて設けられていることを特徴とする。   The heat insulating structure for a building of a second invention is the heat insulating structure for a building according to the first invention, wherein the floor beam is made of a grooved steel having a groove portion opened to the underfloor space side, and the floor beam heat insulating portion is disposed in the groove portion. A heat insulating part inside the beam and a heat insulating part outside the beam arranged outside the groove part, and the heat insulating part outside the beam is provided continuously to the base heat insulating part and the underfloor heat insulating part. It is characterized by that.

本発明では、溝形鋼からなる床梁に対して床梁断熱部が設けられている。この場合、床梁断熱部の一部(梁外断熱部)が床梁の溝部の外に設けられ、基礎断熱部と床下断熱部とにそれぞれ連続されている。これにより、床梁を上下のフランジ部分を含めて上記断熱ラインで覆うことができるため、床梁が溝形鋼からなる構成にあって、床梁が熱橋となるのを確実に抑制することができる。また、床梁断熱部の残りの部分(梁内断熱部)については床梁の溝部に配設されているため、この梁内断熱部により床梁断熱部の厚みを大きくする(かせぐ)ことができる。よって、この場合、床梁が溝形鋼からなる構成にあって、断熱性能の向上を好適に図ることができる。   In this invention, the floor beam heat insulation part is provided with respect to the floor beam which consists of channel steel. In this case, a part of the floor beam heat insulating portion (outside beam heat insulating portion) is provided outside the groove portion of the floor beam, and is continuous with the foundation heat insulating portion and the underfloor heat insulating portion, respectively. As a result, the floor beam can be covered with the above-mentioned heat insulation line including the upper and lower flange portions, so that the floor beam is made of channel steel and the floor beam is surely suppressed from becoming a thermal bridge. Can do. In addition, since the remaining portion of the floor beam heat insulating portion (heat insulating portion in the beam) is disposed in the groove portion of the floor beam, the thickness of the floor beam heat insulating portion can be increased (gage) by the heat insulating portion in the beam. it can. Therefore, in this case, the floor beam is made of channel steel, and the heat insulation performance can be suitably improved.

第3の発明の建物の断熱構造は、第2の発明において、前記梁内断熱部と前記梁外断熱部とは別体からなることを特徴とする。   The heat insulation structure for a building of the third invention is characterized in that, in the second invention, the heat insulation part in the beam and the heat insulation part outside the beam are formed separately.

ところで、床梁断熱部の一部(梁内断熱部)を床梁の溝部に配設するようにした上述の構成では、例えば製造工場において予め床梁の溝部に床梁断熱部を組み付けておき、それによって現場での作業を軽減させることが考えられる。しかしながら、この場合、床梁断熱材の一部(梁外断熱部)が床梁からはみ出した状態で床梁を搬送等する必要があるため、その搬送等の際に床梁から床梁断熱部が脱落してしまうことが懸念される。その一方で、床梁断熱部の床梁への組み付けを施工現場で行おうとすると、床梁断熱部の厚みが大きいため床梁断熱部の取り扱いが大変になるおそれがある。   By the way, in the above-described configuration in which a part of the floor beam heat insulating portion (heat insulating portion in the beam) is disposed in the groove portion of the floor beam, for example, the floor beam heat insulating portion is assembled in advance in the groove portion of the floor beam in a manufacturing factory. By doing so, it is possible to reduce work on site. However, in this case, it is necessary to transport the floor beam in a state where a part of the floor beam heat insulating material (outer beam heat insulating portion) protrudes from the floor beam. There is concern that will fall off. On the other hand, if an attempt is made to assemble the floor beam heat insulating portion to the floor beam at the construction site, the floor beam heat insulating portion may be difficult to handle due to the large thickness of the floor beam heat insulating portion.

そこで本発明では、これらの点に鑑みて、床梁断熱部において梁内断熱部と梁外断熱部とを別体として構成している。この場合、梁内断熱部については製造工場にて床梁の溝部に組み付け、梁外断熱部については施工現場にて組み付けることが可能となる。そのため、床梁の搬送等の際に床梁から床梁断熱部(梁内断熱部)が脱落するのを抑制でき、その上現場での梁外断熱材の組み付けも比較的容易に行うことが可能となる。   Therefore, in the present invention, in view of these points, the in-beam heat insulating portion and the out-beam heat insulating portion are configured separately in the floor beam heat insulating portion. In this case, the heat insulation part in the beam can be assembled in the groove of the floor beam at the manufacturing factory, and the heat insulation part outside the beam can be assembled at the construction site. Therefore, it is possible to prevent the floor beam heat insulation part (heat insulation part in the beam) from falling off from the floor beam during transportation of the floor beam, etc., and in addition, the assembly of the heat insulation material outside the beam on the site can be performed relatively easily. It becomes possible.

また、建物が複数の建物ユニットが組み合わされてなるユニット式建物である場合には、ユニット製造工場にて建物ユニットの床梁の溝部に梁内断熱部を組み付け、その後施工現場で梁外断熱部を組み付けることが可能となる。この場合、建物ユニットの施工現場への搬送時に床梁断熱部(梁内断熱材)が脱落するのを抑制することができる。また、施工現場での作業は床下空間に潜っての作業となるが、この場合、梁外断熱部だけを組み付ければよいため、かかる作業負担の軽減を図ることができる。   In addition, if the building is a unit-type building that is a combination of multiple building units, a heat insulating part inside the beam is assembled into the groove of the floor beam of the building unit at the unit manufacturing factory, and then the heat insulating part outside the beam at the construction site. Can be assembled. In this case, it is possible to prevent the floor beam heat insulating portion (the heat insulating material in the beam) from falling off when the building unit is transported to the construction site. Moreover, although the work at the construction site is a work that is submerged in the space under the floor, in this case, it is only necessary to assemble the heat insulation part outside the beam, so that the work load can be reduced.

第4の発明の建物の断熱構造は、第3の発明において、前記梁外断熱部は、前記基礎の厚み方向における長さが前記梁内断熱部よりも大きくされているとともに、前記厚み方向に分割された複数の梁外断熱材により構成されており、前記各梁外断熱材と、前記梁内断熱部を構成する梁内断熱材とはいずれも同じ構成の断熱材からなることを特徴とする。   In the heat insulation structure of a building according to a fourth aspect of the present invention, in the third aspect of the invention, the outer heat insulating portion of the beam has a length in the thickness direction of the foundation larger than that of the heat insulating portion in the beam, and in the thickness direction. It is constituted by a plurality of divided heat insulating materials outside the beam, and each of the heat insulating materials outside the beam and the heat insulating material in the beam constituting the heat insulating portion in the beam are both made of the heat insulating material having the same configuration. To do.

本発明によれば、梁外断熱部における基礎の厚み方向の長さ(つまり、梁外断熱部の厚み)が梁内断熱部の厚みよりも大きくされているため、断熱性能の向上を図ることができる。また、梁外断熱部は、厚み方向に分割された複数の梁外断熱材により構成されており、それら各梁外断熱材と梁内断熱材とはいずれも同じ構成とされている。この場合、断熱材に関し部材の共通化を図ることができるため、部材コストの低減を図りながら断熱性能の向上を図ることができる。   According to the present invention, since the length in the thickness direction of the foundation in the heat insulation part outside the beam (that is, the thickness of the heat insulation part outside the beam) is made larger than the thickness of the heat insulation part inside the beam, the heat insulation performance can be improved. Can do. Moreover, the heat insulation part outside a beam is comprised by the some heat insulation material outside a beam divided | segmented into the thickness direction, and each of these heat insulation materials outside a beam and the heat insulation material in a beam are the same structures. In this case, since it is possible to share the members with respect to the heat insulating material, it is possible to improve the heat insulating performance while reducing the member cost.

第5の発明の建物の断熱構造は、第2乃至第4のいずれかの発明において、前記梁外断熱部は、前記基礎の厚み方向において前記床下空間側の端部が前記基礎断熱部の前記床下空間側の面と同じ位置か又はそれよりも前記床下空間側に位置するように形成されていることを特徴とする。   In the heat insulation structure of a building according to a fifth aspect of the present invention, in any one of the second to fourth aspects of the invention, the outer heat insulating part is an end of the underfloor space in the thickness direction of the foundation. It is formed so that it may be located in the same position as the surface on the underfloor space side or on the underfloor space side.

本発明によれば、基礎厚み方向において、梁外断熱部の床下空間側の端部が基礎断熱部の床下空間側の面と同位置か又はそれよりも床下空間側に位置している。この場合、梁外断熱部が基礎断熱部の上方において当該基礎断熱部の厚み方向全域に亘って配設されているため、梁外断熱部と基礎断熱部とが連続する連続部分において断熱厚みが小さくなってしまうのを回避できる。これにより、当該連続部分において断熱性能が低下してしまうのを抑制できる。   According to the present invention, in the foundation thickness direction, the end portion on the underfloor space side of the heat insulation part outside the beam is placed at the same level as the surface of the foundation heat insulation part on the underfloor space side or positioned on the underfloor space side. In this case, since the heat insulation part outside the beam is arranged over the whole area in the thickness direction of the foundation heat insulation part above the foundation heat insulation part, the heat insulation thickness is reduced in the continuous part where the heat insulation part outside the beam and the foundation heat insulation part are continuous. It can avoid becoming small. Thereby, it can suppress that the heat insulation performance falls in the said continuous part.

第6の発明の建物の断熱構造は、第1乃至第5のいずれかの発明において、前記床梁と前記床面材との間において前記根太よりも前記床下空間側の隙間には前記床下断熱部の端部が入り込んでおり、その端部は前記根太に接触した状態で配置されていることを特徴とする。   The heat insulating structure for a building according to a sixth aspect of the present invention is the heat insulating structure for a floor according to any one of the first to fifth aspects, wherein the under-floor heat insulation is provided between the floor beam and the floor material in the space below the joist on the under-floor space side. The end of the part is inserted, and the end is disposed in contact with the joist.

本発明によれば、床梁と床面材との間の隙間に床下断熱部の端部が入り込んでおり、その端部が根太に対して接触している。この場合、床梁の上面において根太よりも床下空間側が床下断熱部の上記端部により上方から覆われるため、床梁から上方(居室側)へ向けた熱の伝わりを抑制することができる。これにより、断熱性能をより高めることができる。   According to the present invention, the end portion of the underfloor heat insulating portion enters the gap between the floor beam and the floor material, and the end portion is in contact with the joist. In this case, the underfloor space side of the upper surface of the floor beam is covered from above by the end portion of the underfloor heat insulating portion from the joist, and therefore, heat transfer from the floor beam to the upper side (room side) can be suppressed. Thereby, heat insulation performance can be improved more.

建物における基礎周辺の構成を示す縦断面図。The longitudinal cross-sectional view which shows the structure of the foundation periphery in a building. 建物ユニットの構成を示す斜視図。The perspective view which shows the structure of a building unit. 断熱構造を構築する際の作業手順を説明するための説明図。Explanatory drawing for demonstrating the work procedure at the time of constructing a heat insulation structure.

以下に、本発明を具体化した一実施の形態について図面を参照しつつ説明する。本実施形態では、建物として、複数の建物ユニットが互いに組み合わされることで構築されるユニット式建物について具体化している。そこでまず、そのユニット式建物を構成する建物ユニット20の構成について図2を用いながら簡単に説明する。図2は、建物ユニット20の構成を示す斜視図である。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In this embodiment, the unit type building constructed by combining a plurality of building units with each other is embodied as a building. First, the configuration of the building unit 20 constituting the unit type building will be briefly described with reference to FIG. FIG. 2 is a perspective view showing the configuration of the building unit 20.

図2に示すように、建物ユニット20は、その四隅に配設される4本の柱21と、各柱21の上端部及び下端部をそれぞれ連結する各4本の天井大梁22及び床大梁23とを備える。そして、それら柱21、天井大梁22及び床大梁23により直方体状の骨格(フレーム)が形成されている。柱21は四角筒状の角形鋼よりなる。天井大梁22及び床大梁23は断面コ字状の溝形鋼よりなり、その開口部が向き合うようにして設置されている。   As shown in FIG. 2, the building unit 20 includes four columns 21 disposed at the four corners thereof, and four ceiling beams 22 and floor beams 23 that connect the upper end portion and the lower end portion of each column 21, respectively. With. A rectangular frame (frame) is formed by the pillars 21, the ceiling beams 22 and the floor beams 23. The column 21 is made of a square tube-shaped square steel. The ceiling girder 22 and the floor girder 23 are made of channel steel having a U-shaped cross section, and are installed so that their openings face each other.

建物ユニット20の長辺部の相対する天井大梁22の間には、所定間隔で複数の天井小梁25が架け渡されている。同じく建物ユニット20の長辺部の相対する床大梁23の間には、所定間隔で複数の床小梁26が架け渡されている。天井小梁25と床小梁26とはそれぞれ同間隔でかつ各々上下に対応する位置に設けられている。天井小梁25はリップ溝形鋼よりなり、床小梁26は角形鋼よりなる。   A plurality of small ceiling beams 25 are bridged between the large ceiling beams 22 on the long sides of the building unit 20 at predetermined intervals. Similarly, a plurality of floor beams 26 are bridged between the large floor beams 23 on the long sides of the building unit 20 at predetermined intervals. The ceiling beam 25 and the floor beam 26 are provided at the same interval and at positions corresponding to the upper and lower sides, respectively. The ceiling beam 25 is made of lip groove steel, and the floor beam 26 is made of square steel.

次に、建物10における基礎周辺の構成について図1を用いながら説明する。図1は、建物10における基礎周辺の構成を示す縦断面図である。   Next, the structure around the foundation in the building 10 will be described with reference to FIG. FIG. 1 is a longitudinal sectional view showing a configuration around a foundation in a building 10.

図1に示すように、基礎11は、鉄筋コンクリート造の布基礎よりなり、地盤内部に埋設されたフーチング部11aと、その上方に延びる立ち上がり部11bとからなる。基礎11は、建物10の外周部に沿って設けられたいわゆる外周基礎となっている。基礎11(立ち上がり部11b)により囲まれた内側は床下空間13となっており、その床下空間13における床下地盤14上には防湿コンクリート15が打設されている。   As shown in FIG. 1, the foundation 11 is made of a reinforced concrete cloth foundation, and includes a footing portion 11 a embedded in the ground and a rising portion 11 b extending upward. The foundation 11 is a so-called outer circumference foundation provided along the outer circumference of the building 10. The inner side surrounded by the foundation 11 (the rising portion 11 b) is an underfloor space 13, and a moisture-proof concrete 15 is placed on the floor foundation board 14 in the underfloor space 13.

基礎11の立ち上がり部11b上には、建物10を構成する建物ユニット20が設置されている。基礎11の立ち上がり部11b上には、複数の建物ユニット20が並べて設置され、その設置状態で各建物ユニット20が互いに連結されることで建物10が構築されている。   A building unit 20 constituting the building 10 is installed on the rising portion 11 b of the foundation 11. A plurality of building units 20 are installed side by side on the rising portion 11b of the foundation 11, and the building 10 is constructed by connecting the building units 20 to each other in the installed state.

かかる建物ユニット20の設置状態において、基礎11の立ち上がり部11b上には、当該建物ユニット20の床大梁23が基礎11に沿って配設されている。床大梁23は、上述したように溝形鋼よりなり、上下方向に延びるウェブ部23aと、そのウェブ部23aを挟んだ上下両側に設けられた上フランジ部23b及び下フランジ部23cとを有している。床大梁23においてこれら各部23a〜23cにより囲まれた内側は溝部23dとなっており、床大梁23は、その溝部23dを床下空間13側に向けて配置されている。なお、床大梁23が床梁に相当する。   In the installed state of the building unit 20, the floor beams 23 of the building unit 20 are disposed along the foundation 11 on the rising portion 11 b of the foundation 11. The floor girder 23 is made of channel steel as described above, and has a web part 23a extending in the vertical direction, and an upper flange part 23b and a lower flange part 23c provided on both upper and lower sides across the web part 23a. ing. The inside of the floor girder 23 surrounded by these parts 23a to 23c is a groove 23d, and the floor girder 23 is arranged with the groove 23d facing the underfloor space 13 side. The large floor beam 23 corresponds to the floor beam.

床大梁23が基礎11の立ち上がり部11b上に設置された状態では、立ち上がり部11bの上面と床大梁23(詳しくはその下フランジ部23c)の下面との間に所定の隙間16が形成されている。この隙間16には気密材17が設けられている。気密材17は、床大梁23に沿った長尺状に形成され、上記の隙間16を塞ぐように設けられている。これにより、床下空間13の気密性能が確保されている。   In a state where the floor girder 23 is installed on the rising part 11b of the foundation 11, a predetermined gap 16 is formed between the upper surface of the rising part 11b and the lower surface of the floor girder 23 (specifically, the lower flange part 23c). Yes. An airtight material 17 is provided in the gap 16. The airtight member 17 is formed in a long shape along the floor beam 23 and is provided so as to close the gap 16. Thereby, the airtight performance of the underfloor space 13 is ensured.

床大梁23(詳しくはその上フランジ部23b)の上には根太18が設けられている。根太18は、床大梁23に沿って配設され、その配設状態において床下空間13側の側面が上フランジ部23bの床下空間13側の端部よりも屋外側に位置している。根太18の上には、床面材19が設けられている。床面材19は、パーティクルボードよりなる床下地面材である。床面材19の上面には、図示しない床仕上げ材が敷設されている。この床仕上げ材により居室28の床面が形成されている。   A joist 18 is provided on the floor girder 23 (specifically, the upper flange portion 23b). The joist 18 is disposed along the floor beam 23, and in the disposed state, the side surface on the underfloor space 13 side is located on the outdoor side of the end portion on the underfloor space 13 side of the upper flange portion 23b. A floor material 19 is provided on the joist 18. The floor surface material 19 is a floor base material made of particle board. A floor finishing material (not shown) is laid on the upper surface of the floor material 19. The floor surface of the living room 28 is formed by this floor finishing material.

居室28は、外壁部31により屋外と仕切られている。外壁部31は、屋外に面した外壁面材32と、居室28に面した内壁面材33とを有している。外壁面材32は、その裏面側に設けられた下地フレーム34を介して床大梁23(詳しくはそのウェブ部23a)の屋外側に固定されている。また、外壁面材32と内壁面材33との間にはグラスウールからなる壁内断熱材35が設けられている。   The living room 28 is partitioned from the outside by an outer wall portion 31. The outer wall portion 31 has an outer wall surface material 32 facing the outdoors and an inner wall surface material 33 facing the living room 28. The outer wall surface material 32 is fixed to the outdoor side of the floor girder 23 (specifically, the web portion 23a) via a base frame 34 provided on the back side thereof. Also, an in-wall heat insulating material 35 made of glass wool is provided between the outer wall surface material 32 and the inner wall surface material 33.

続いて、建物10において基礎周辺に構築された断熱構造について説明する。   Then, the heat insulation structure constructed | assembled around the foundation in the building 10 is demonstrated.

本実施形態の建物10では、基礎断熱工法が採用されている。すなわち、基礎11の立ち上がり部11bの内側面には、基礎断熱材37が設けられている。基礎断熱材37は、発泡系断熱材としての発泡ポリエチレンからなる。基礎断熱材37は、板状に形成されており、立ち上がり部11bに対して二枚重ねされた状態で設けられている。また、基礎断熱材37は、立ち上がり部11bにおける高さ方向全域に亘って配設されている。この場合、基礎断熱材37は、その上端部が立ち上がり部11bの上面と同じ高さ位置に設定されている。なお、2枚重ねされた各基礎断熱材37により基礎断熱部が構成されている。   In the building 10 of the present embodiment, a basic heat insulation method is employed. That is, the base heat insulating material 37 is provided on the inner surface of the rising portion 11 b of the base 11. The basic heat insulating material 37 is made of foamed polyethylene as a foam heat insulating material. The basic heat insulating material 37 is formed in a plate shape, and is provided in a state where two sheets are stacked on the rising portion 11b. Moreover, the basic heat insulating material 37 is arrange | positioned over the height direction whole region in the standing part 11b. In this case, the upper end portion of the basic heat insulating material 37 is set at the same height as the upper surface of the rising portion 11b. In addition, the basic heat insulation part is comprised by each basic heat insulating material 37 piled up two sheets.

床面材19の下面側には、床下断熱材38が設けられている。床下断熱材38は、発泡系断熱材としての発泡ポリエチレンからなる。床下断熱材38は、板状に形成されており、床面材19の下面に重ねて設けられている。また、床下断熱材38は、例えば図示しない取付金具を用いて床小梁26に取り付けられている。   An underfloor heat insulating material 38 is provided on the lower surface side of the floor surface material 19. The underfloor heat insulating material 38 is made of polyethylene foam as a foam heat insulating material. The underfloor heat insulating material 38 is formed in a plate shape and is provided so as to overlap the lower surface of the floor surface material 19. The underfloor heat insulating material 38 is attached to the floor beam 26 using, for example, a mounting bracket (not shown).

床下断熱材38は、その厚みが根太18の高さ寸法(上下幅)と同じ大きさに設定されている。床下断熱材38は、その端部が床大梁23(上フランジ部23b)の上面と床面材19の下面との間に入り込んでいる。この入り込んだ部分は入り込み部38aとなっており、その入り込み部38aは根太18の側面に当接(接触)した状態で配置されている。   The thickness of the underfloor heat insulating material 38 is set to the same size as the height dimension (vertical width) of the joist 18. The end of the underfloor heat insulating material 38 enters between the upper surface of the floor beam 23 (upper flange portion 23 b) and the lower surface of the floor surface material 19. The part that has entered is a entering part 38 a, and the entering part 38 a is disposed in contact with (in contact with) the side surface of the joist 18.

基礎11の立ち上がり部11bの上面には基礎上断熱材39が設けられている。基礎上断熱材39は、立ち上がり部11bの上面と基礎断熱材37の上面とに跨がって設けられている。基礎上断熱材39は、板状(薄板状)のグラスウールよりなり、基礎11に沿って長尺状に形成されている。基礎上断熱材39は、その一部が立ち上がり部11bと床大梁23との間の隙間16に入り込んでおり、その入り込んだ部分がそれら両者11b,23間で圧縮された状態で挟み込まれている。また、基礎上断熱材39は、基礎11の厚み方向(以下、単に基礎厚み方向ともいう)における床下空間13側の端部が、基礎断熱材37における床下空間13側の面(詳しくは基礎断熱材37において床下空間13に面した板面)と同じ位置にある。   On the upper surface of the rising portion 11b of the foundation 11, a foundation heat insulating material 39 is provided. The base heat insulating material 39 is provided across the upper surface of the rising portion 11 b and the upper surface of the basic heat insulating material 37. The base upper heat insulating material 39 is made of plate-like (thin plate-like) glass wool, and is formed in a long shape along the base 11. A part of the base heat insulating material 39 enters the gap 16 between the rising portion 11 b and the floor beam 23, and the inserted portion is sandwiched in a compressed state between the both 11 b and 23. . Further, the upper heat insulating material 39 has an end on the underfloor space 13 side in the thickness direction of the foundation 11 (hereinafter also simply referred to as a basic thickness direction), and a surface on the underfloor space 13 side in the basic heat insulating material 37 (specifically, the basic heat insulating material). In the material 37, it is in the same position as the plate surface facing the underfloor space 13.

床大梁23の溝部23dには梁内断熱材41が設けられている。梁内断熱材41は、繊維系断熱材としてのグラスウールよりなる。梁内断熱材41は、床大梁23に沿った長尺状に形成されており、床大梁23の溝部23dを埋めるようにして配設されている。梁内断熱材41は、その横断面(長手方向に対して直交する方向の断面)が略矩形形状をなしている。梁内断熱材41は、その自然状態(非圧縮状態)における高さ寸法(上下寸法)が床大梁23の高さ寸法よりも大きくされ、かつ、その厚み(基礎厚み方向の長さ)が床大梁23の幅と同じとされている。この場合、梁内断熱材41は、床大梁23の溝部23dにおいて上下に圧縮された状態で配設されている。なお、梁内断熱材41により梁内断熱部が構成されている。   An in-beam heat insulating material 41 is provided in the groove 23 d of the floor girder 23. The in-beam heat insulating material 41 is made of glass wool as a fiber heat insulating material. The in-beam heat insulating material 41 is formed in a long shape along the floor large beam 23, and is disposed so as to fill the groove 23 d of the floor large beam 23. The cross-section (cross section in the direction orthogonal to the longitudinal direction) of the in-beam heat insulating material 41 has a substantially rectangular shape. The heat insulating material 41 in the beam has a height dimension (vertical dimension) in its natural state (uncompressed state) larger than the height dimension of the floor beam 23, and its thickness (length in the foundation thickness direction) is the floor. It is the same as the width of the large beam 23. In this case, the in-beam heat insulating material 41 is disposed in a state of being compressed up and down in the groove portion 23 d of the floor large beam 23. The in-beam heat insulating material 41 forms an in-beam heat insulating portion.

床大梁23(及び梁内断熱材41)の床下空間13側には、複数(具体的には2つ)の梁外断熱材42が設けられている。これら各梁外断熱材42はいずれも、繊維系断熱材としてのグラスウールよりなる。各梁外断熱材42は、床大梁23に沿って長尺状に形成され、その横断面(長手方向に対して直交する方向の断面)が略矩形形状をなしている。また、各梁外断熱材42はいずれもその構成(詳しくは自然状態における構成)が同じとされ、さらには、その構成が梁内断熱材41とも同じとされている。これにより、床大梁23に複数の断熱材を設けた構成にあって、部材の共通化が図られている。なお、これら各梁外断熱材42により梁外断熱部が構成されている。   A plurality of (specifically, two) outer beam heat insulating materials 42 are provided on the underfloor space 13 side of the large floor beam 23 (and the inner heat insulating material 41). Each of these outer-beam heat insulating materials 42 is made of glass wool as a fiber-based heat insulating material. Each of the heat insulating materials 42 outside the beam is formed in a long shape along the floor large beam 23, and its cross section (cross section in a direction orthogonal to the longitudinal direction) has a substantially rectangular shape. Each of the heat insulating materials 42 outside the beam has the same configuration (specifically, a configuration in a natural state), and further, the configuration thereof is the same as the heat insulating material 41 in the beam. Thereby, in the structure which provided the several heat insulating material in the floor girder 23, the sharing of a member is achieved. In addition, the outside heat insulating part of each beam is constituted by each of these outside heat insulating materials 42.

各梁外断熱材42は、梁内断熱材41の床下空間13側において基礎厚み方向に並べて設けられている。この場合、各梁外断熱材42と梁内断熱材41とは基礎厚み方向に積層された状態で配置されている。各梁外断熱材42のうち、梁内断熱材41に隣接する梁外断熱材42(以下、この符号にaを付す)は当該梁内断熱材41と接触した状態で設けられている。また、この梁外断熱材42aは、他方の梁外断熱材42(以下、この符号にbを付す)にも接触した状態で設けられている。この場合、これら各断熱材41,42a,42bにより床梁断熱部が構成されている。   The external heat insulating materials 42 are arranged side by side in the foundation thickness direction on the underfloor space 13 side of the internal heat insulating material 41. In this case, each outer-beam heat insulating material 42 and the inner heat-insulating material 41 are arranged in a state of being laminated in the foundation thickness direction. Out of each heat insulating material 42 outside the beam, the heat insulating material 42 outside the beam adjacent to the heat insulating material 41 within the beam (hereinafter, this symbol is a) is provided in contact with the heat insulating material 41 within the beam. Further, the outside-beam heat insulating material 42a is provided in contact with the other outside-beam heat insulating material 42 (hereinafter referred to as “b”). In this case, a floor beam heat insulating portion is constituted by these heat insulating materials 41, 42a and 42b.

各梁外断熱材42a,42bはいずれも、基礎上断熱材39と床下断熱材38との間に配設されている。詳しくは、各梁外断熱材42a,42bは両断熱材38,39の間で(若干)圧縮された状態で配設されている。この場合、各梁外断熱材42a,42bは、その下端部において基礎上断熱材39と接触している。したがって、梁外断熱材42a,42bは、基礎上断熱材39を介して基礎断熱材37と連続している。また、各梁外断熱材42a,42bは、その上端部において床下断熱材38と接触している。したがって、梁外断熱材42a,42bは床下断熱材38とも連続している。このように、本建物10では、基礎11から床下に亘って、上記各断熱材37〜39,42a,42bが連続した断熱ライン(断熱層)が形成されている。   Each of the heat insulating materials 42 a and 42 b outside the beam is disposed between the base heat insulating material 39 and the underfloor heat insulating material 38. Specifically, the outer heat insulating materials 42a and 42b are arranged between the heat insulating materials 38 and 39 in a (slightly) compressed state. In this case, each outer-beam heat insulating material 42a, 42b is in contact with the foundation heat insulating material 39 at the lower end thereof. Therefore, the extra-beam heat insulating materials 42 a and 42 b are continuous with the basic heat insulating material 37 through the upper heat insulating material 39. Moreover, each heat insulation material 42a, 42b is contacting the underfloor heat insulation 38 in the upper end part. Therefore, the outside-beam heat insulating materials 42 a and 42 b are also continuous with the underfloor heat insulating material 38. Thus, in this building 10, the heat insulation line (heat insulation layer) in which each said heat insulating materials 37-39, 42a, 42b continued was formed from the foundation 11 to the floor bottom.

梁外断熱材42bは、その床下空間13側の面(側面)が基礎断熱材37の床下空間13側の面(板面)と同一平面上に位置している。これにより、2つの梁外断熱材42a,42bからなる梁外断熱部が基礎断熱材37の上方にて当該基礎断熱材37の厚み方向全域に亘って配設されている。   The surface (side surface) on the underfloor space 13 side of the outside-beam heat insulating material 42 b is located on the same plane as the surface (plate surface) on the underfloor space 13 side of the basic heat insulating material 37. As a result, an outer beam heat insulating portion composed of two outer beam heat insulating materials 42 a and 42 b is disposed over the entire area of the basic heat insulating material 37 in the thickness direction above the basic heat insulating material 37.

次に、上述した断熱構造を構築する際の作業手順について説明する。図3は、断熱構造を構築する際の作業手順を説明するための説明図である。   Next, an operation procedure for constructing the above-described heat insulating structure will be described. FIG. 3 is an explanatory diagram for explaining an operation procedure when constructing a heat insulating structure.

ユニット製造工場では、まず建物10を構成する各建物ユニット20を製造する。建物ユニット20の製造に際しては、図3(a)に示すように、床面材19の下面側に床下断熱材38を取り付けるとともに、床大梁23の溝部23dに梁内断熱材41を配設する。   In the unit manufacturing factory, first, each building unit 20 constituting the building 10 is manufactured. When manufacturing the building unit 20, as shown in FIG. 3A, the underfloor heat insulating material 38 is attached to the lower surface side of the floor surface material 19, and the in-beam heat insulating material 41 is disposed in the groove portion 23 d of the floor large beam 23. .

建物ユニット20の製造後、各建物ユニット20をトラックにより施工現場へ搬送する。   After the building unit 20 is manufactured, each building unit 20 is transported to a construction site by a truck.

施工現場では、まず基礎11の施工を行う。基礎11の施工に際しては、図3(b)に示すように、基礎断熱材37を基礎11の立ち上がり部11bの内側面に取り付ける。   At the construction site, the foundation 11 is first constructed. When the foundation 11 is constructed, as shown in FIG. 3 (b), the foundation heat insulating material 37 is attached to the inner side surface of the rising portion 11 b of the foundation 11.

基礎11を施工後、ユニット製造工場から搬送される建物ユニット20を基礎11上に設置する作業を行う。建物ユニット20の設置に際しては、まず図3(c)に示すように、基礎11の立ち上がり部11b上に基礎上断熱材39を配設し、その後、建物ユニット20を立ち上がり部11b上に設置する。   After the foundation 11 is constructed, the building unit 20 transported from the unit manufacturing factory is installed on the foundation 11. When installing the building unit 20, first, as shown in FIG. 3C, the base heat insulating material 39 is disposed on the rising portion 11 b of the foundation 11, and then the building unit 20 is installed on the rising portion 11 b. .

建物ユニット20を設置後、図3(d)に示すように、梁外断熱材42a,42bを基礎断熱材37(基礎上断熱材39)と床下断熱材38との間に配設する作業を行う。この作業は、床下空間13に潜り込んだ状態で行う。   After installing the building unit 20, as shown in FIG. 3 (d), the work of disposing the outside-beam heat insulating materials 42 a and 42 b between the basic heat insulating material 37 (base heat insulating material 39) and the underfloor heat insulating material 38 is performed. Do. This operation is performed in a state of being submerged in the underfloor space 13.

以上、詳述した本実施形態の構成によれば、以下の優れた効果が得られる。   As mentioned above, according to the structure of this embodiment explained in full detail, the following outstanding effects are acquired.

基礎11(立ち上がり部11b)の内側面に基礎断熱材37を設ける基礎断熱工法を採用しながらも、床面材19の下面側に床下断熱材38を設けたため、建物の断熱性能を大いに高めることができ、寒冷地においても十分な断熱を図ることが可能となる。   While adopting the basic thermal insulation method in which the basic thermal insulation 37 is provided on the inner surface of the foundation 11 (the rising portion 11b), the thermal insulation performance of the building is greatly enhanced because the underfloor thermal insulation 38 is provided on the lower surface side of the flooring material 19. Therefore, sufficient heat insulation can be achieved even in cold regions.

また、こうした構成にあって、床大梁23を床下空間13側から覆う床梁断熱部(具体的には梁内断熱材41及び梁外断熱材42)を設け、その床梁断熱部を基礎断熱材37と床下断熱材38とにそれぞれ連続させた。この場合、床大梁23の床下空間13側において基礎断熱材37と床梁断熱部(詳しくは梁外断熱材42)と床下断熱材38とが連続する断熱ライン(断熱層)を形成することができるため、床大梁23の高さ方向全域を床下空間13側から上記断熱ラインで覆うことができる。そのため、床大梁23が熱橋となるのを確実に抑制することができる。よって、この場合、断熱性能のさらなる向上を図ることができる。   Further, in such a configuration, a floor beam heat insulating portion (specifically, a heat insulating material 41 inside the beam and a heat insulating material 42 outside the beam) that covers the floor large beam 23 from the underfloor space 13 side is provided, and the heat insulating portion of the floor beam is fundamentally insulated. The material 37 and the underfloor heat insulating material 38 were made continuous. In this case, a heat insulating line (heat insulating layer) in which the base heat insulating member 37, the floor beam heat insulating portion (specifically, the heat insulating member 42 outside the beam) and the under heat insulating member 38 are continuous may be formed on the underfloor space 13 side of the large floor beam 23. Therefore, the entire area in the height direction of the floor beam 23 can be covered with the heat insulation line from the underfloor space 13 side. Therefore, it is possible to reliably suppress the floor girder 23 from becoming a thermal bridge. Therefore, in this case, the heat insulation performance can be further improved.

床梁断熱部の一部(梁内断熱材41)を床大梁23の溝部23dに配設し、残りの部分(梁外断熱材42)を溝部23dの外に配設した。そして、梁外断熱材42については基礎断熱材37と床下断熱材38とにそれぞれ連続させた。この場合、床大梁23を上下のフランジ部23b,23cを含めて上記断熱ラインで覆うことができるため、床大梁23が溝形鋼からなる構成にあって、当該床大梁23が熱橋となるのを確実に抑制することができる。また、梁内断熱材41については溝部23dに配設したため、床梁断熱部の厚みを大きくする(かせぐ)ことができる。よって、この場合、床大梁23が溝形鋼からなる構成にあって、断熱性能の向上を好適に図ることができる。   A part of the floor beam heat insulating portion (the heat insulating material 41 in the beam) is disposed in the groove portion 23d of the large floor beam 23, and the remaining portion (the heat insulating material 42 outside the beam) is disposed outside the groove portion 23d. And about the heat insulation material 42 outside a beam, it was made to continue to the base heat insulation material 37 and the underfloor heat insulation material 38, respectively. In this case, since the floor girder 23 can be covered with the heat insulation line including the upper and lower flange portions 23b and 23c, the floor girder 23 is composed of channel steel, and the floor girder 23 becomes a thermal bridge. Can be reliably suppressed. Further, since the in-beam heat insulating material 41 is disposed in the groove portion 23d, the thickness of the floor beam heat insulating portion can be increased. Therefore, in this case, the floor girder 23 is made of channel steel, and the heat insulation performance can be suitably improved.

床梁断熱部を構成する梁内断熱材41と梁外断熱材42とを互いに別体として構成した。この場合、梁内断熱材41についてはユニット製造工場にて床大梁23の溝部23dに組み付け、梁外断熱材42については施工現場にて組み付けることが可能となる。これにより、建物ユニット20の施工現場への搬送時に床梁断熱部(梁内断熱材41)が脱落するのを抑制することができる。また、施工現場での作業は床下空間13に潜っての作業となるが、この場合、梁外断熱材42だけを組み付ければよいため、かかる作業負担の軽減を図ることができる。   The in-beam heat insulating material 41 and the out-of-beam heat insulating material 42 constituting the floor beam heat insulating portion were configured separately from each other. In this case, the in-beam heat insulating material 41 can be assembled to the groove 23d of the floor beam 23 at the unit manufacturing factory, and the external heat insulating material 42 can be assembled at the construction site. Thereby, it can suppress that a floor beam heat insulation part (heat insulating material 41 in a beam) falls off at the time of conveyance to the construction site of the building unit 20. FIG. In addition, although the work at the construction site is a work that is submerged in the underfloor space 13, in this case, since only the extra-beam heat insulating material 42 needs to be assembled, the work burden can be reduced.

ここで、仮に、梁内断熱材41と梁外断熱材42とを一体化させて床梁断熱部を構成し、それを施工現場において床大梁23の溝部23dに組み付けることを考えると、その作業は基礎断熱材37と床下断熱材38との間を通じた奥まった位置での作業となるため、著しく大変な作業になると考えられる。そのため、この点を鑑みても、梁内断熱材41と梁外断熱材42とを別体とすることで、梁外断熱材42だけを現場で組み付ければよいようにした上記の構成は好ましい構成といえる。   Here, if it is considered that the in-beam heat insulating material 41 and the out-of-beam heat insulating material 42 are integrated to form a floor beam heat insulating portion and assembled to the groove 23d of the floor large beam 23 at the construction site, the work Since the work is performed in a deep position between the base heat insulating material 37 and the underfloor heat insulating material 38, it is considered that the work is extremely difficult. Therefore, even in view of this point, the above-described configuration in which only the heat insulating material 42 outside the beam only needs to be assembled on-site by separating the heat insulating material 41 inside the beam and the heat insulating material 42 outside the beam is preferable. It can be said that it is a composition.

梁外断熱部(梁外断熱材42a,42b全体)の厚み(基礎厚み方向の長さ)を梁内断熱材41の厚みよりも大きくしたため、床梁断熱部全体の厚みを大きくすることができる。これにより、断熱性能の向上を図ることができる。また、梁外断熱部を厚み方向に分割した複数の梁外断熱材42a,42bにより構成し、それら各梁外断熱材42a,42bと梁内断熱材41とをいずれも同じ構成とした。この場合、断熱材に関し部材の共通化を図ることができるため、部材コストの低減を図りながら断熱性能の向上を図ることができる。   Since the thickness (length in the direction of the foundation thickness) of the heat insulating portion outside the beam (the entire length of the heat insulating material 42a and 42b outside the beam) is made larger than the thickness of the heat insulating material 41 inside the beam, the entire thickness of the floor beam heat insulating portion can be increased. . Thereby, the improvement of heat insulation performance can be aimed at. Further, the heat insulating portion outside the beam is constituted by a plurality of heat insulating materials 42 a and 42 b outside the beam divided in the thickness direction, and each of the heat insulating materials 42 a and 42 b outside the beam and the heat insulating material 41 inside the beam have the same configuration. In this case, since it is possible to share the members with respect to the heat insulating material, it is possible to improve the heat insulating performance while reducing the member cost.

基礎厚み方向において、梁外断熱材42bの床下空間13側の端部(側面)を基礎断熱材37の床下空間13側の面と同位置に設定した。この場合、梁外断熱材42(42a,42b)が基礎断熱材37の上方において当該基礎断熱材37の厚み方向全域に亘って配設されるため、梁外断熱材42(42a,42b)と基礎断熱材37とが連続する連続部分において断熱厚みが小さくなってしまうのを回避できる。これにより、当該連続部分において断熱性能が低下してしまうのを抑制できる。   In the foundation thickness direction, the end portion (side surface) of the under-beam heat insulating material 42 b on the underfloor space 13 side was set at the same position as the surface of the basic heat insulating material 37 on the underfloor space 13 side. In this case, since the outer heat insulating material 42 (42a, 42b) is disposed over the entire area of the basic heat insulating material 37 in the thickness direction above the basic heat insulating material 37, the outer heat insulating material 42 (42a, 42b) It can avoid that heat insulation thickness will become small in the continuous part where the basic heat insulating material 37 continues. Thereby, it can suppress that the heat insulation performance falls in the said continuous part.

なお、基礎厚み方向において、梁外断熱材42bの床下空間13側の端部(側面)を基礎断熱材37の床下空間13側の面よりも床下空間13側に位置させてもよい。その場合にも、梁外断熱材42(42a,42b)が基礎断熱材37の上方にて当該基礎断熱材37の厚み方向全域に亘って配設されるため、上述の効果を得ることが可能となる。   In the foundation thickness direction, the end portion (side surface) of the under-beam heat insulating material 42b on the under-floor space 13 side may be positioned closer to the under-floor space 13 side than the under-floor space 13-side surface of the basic heat insulating material 37. Even in that case, the above-mentioned effects can be obtained because the extra-beam heat insulating material 42 (42a, 42b) is disposed over the entire area of the basic heat insulating material 37 in the thickness direction above the basic heat insulating material 37. It becomes.

床大梁23の上フランジ部23bと床面材19との間に床下断熱材38の入り込み部38aを入り込ませ、その入り込み部38aを根太18に対して接触させた。この場合、床下断熱材38の入り込み部38aにより床大梁23の上フランジ部23b(の先端側)を上方から覆うことができるため、上フランジ部23bが熱橋となって屋外の熱が床大梁23上方(換言すると居室28側)に伝わるのを抑制することができる。   The entering portion 38 a of the underfloor heat insulating material 38 was inserted between the upper flange portion 23 b of the floor girder 23 and the floor surface material 19, and the entering portion 38 a was brought into contact with the joist 18. In this case, the upper flange portion 23b (the front end side) of the floor girder 23 can be covered from above by the entering portion 38a of the underfloor heat insulating material 38, so that the upper flange portion 23b serves as a thermal bridge and the outdoor heat is transmitted to the floor girder. 23 (in other words, the room 28 side) can be prevented from being transmitted.

本発明は上記実施形態に限らず、例えば次のように実施されてもよい。   The present invention is not limited to the above embodiment, and may be implemented as follows, for example.

(1)上記実施形態では、梁外断熱部を分割した2つの梁外断熱材42により構成したが、3つ以上の梁外断熱材42に分割してもよい。また、分割した各梁外断熱材42は必ずしも同じ構成とする必要はなく、また梁内断熱材41とも同じ構成とする必要はない。また、梁外断熱部を分割せず1つだけ設けるようにしてもよい。   (1) In the said embodiment, although comprised by the two beam outer heat insulating materials 42 which divided | segmented the beam outer heat insulation part, you may divide | segment into three or more beam outer heat insulating materials 42. FIG. Further, the divided outer heat insulating materials 42 do not necessarily have the same configuration, and the heat insulating material 41 in the beam does not necessarily have the same configuration. Moreover, you may make it provide only one, without dividing a heat insulation part outside a beam.

(2)上記実施形態では、床梁断熱部において梁内断熱材41(梁内断熱部)と梁外断熱材42(梁外断熱部)とを別体として構成したが、これを変更して、梁内断熱部と梁外断熱部とを一体化した床梁断熱部を構成してもよい。但し、床梁断熱部の取り扱い性等を考慮すると、梁内断熱部と梁外断熱部とは別体として構成するのが望ましい。   (2) In the above embodiment, the in-beam heat insulating material 41 (in-beam heat insulating portion) and the external beam heat insulating material 42 (out-beam heat insulating portion) are configured separately in the floor beam heat insulating portion. Alternatively, a floor beam heat insulating portion in which the beam heat insulating portion and the beam outer heat insulating portion are integrated may be configured. However, considering the handleability of the floor beam heat insulating part, it is desirable to configure the heat insulating part inside the beam and the heat insulating part outside the beam separately.

また、梁内断熱材41を設けないようにしてもよい。その場合にも、基礎断熱材37と床下断熱材38とが梁外断熱材42を介して連続されているため、断熱性能の向上を図ることができる。   Moreover, you may make it not provide the heat insulating material 41 in a beam. Also in that case, since the basic heat insulating material 37 and the underfloor heat insulating material 38 are continuous via the beam outer heat insulating material 42, the heat insulating performance can be improved.

(3)上記実施形態では、基礎断熱材37と梁外断熱材42とを基礎上断熱材39を介して連続させたが、これを変更して、基礎断熱材37と梁外断熱材42とを基礎上断熱材39を介さず直接接触させることで連続させてもよい。また、上記実施形態では、床下断熱材38と梁外断熱材42とを直接接触させることで連続させたが、これを変更して、これら各断熱材38,42の間に他の断熱材を介在させ、その他の断熱材を介して各断熱材38,42を連続させてもよい。   (3) In the above embodiment, the base heat insulating material 37 and the beam outer heat insulating material 42 are made continuous via the heat insulating material 39 on the foundation. May be continued by directly contacting them without using the heat insulating material 39 on the foundation. Moreover, in the said embodiment, it was made to continue by making the underfloor heat insulating material 38 and the beam outside heat insulating material 42 contact directly, However, This is changed and another heat insulating material is put between these heat insulating materials 38 and 42. Each heat insulating material 38 and 42 may be made continuous through other heat insulating materials.

(4)上記実施形態では、基礎断熱材37及び床下断熱材38として発泡ポリエチレン(発泡系断熱材)を用いたが、ポリエチレンフォームやフェノールフォーム等他の発泡系断熱材を用いてもよい。また、基礎断熱材37及び床下断熱材38としては必ずしも発泡系断熱材を用いる必要はなく、グラスウール等の繊維系断熱材を用いてもよい。   (4) In the said embodiment, although the foamed polyethylene (foaming type heat insulating material) was used as the basic heat insulating material 37 and the underfloor heat insulating material 38, you may use other foaming type heat insulating materials, such as a polyethylene foam and a phenol foam. Moreover, as the basic heat insulating material 37 and the underfloor heat insulating material 38, it is not always necessary to use a foam heat insulating material, and a fiber heat insulating material such as glass wool may be used.

上記実施形態では、梁内断熱材41及び梁外断熱材42として、グラスウール(繊維系断熱材)を用いたが、ロックウールやセルロースファイバー等、他の繊維系断熱材を用いてもよい。また、梁内断熱材41及び梁外断熱材42としては、必ずしも繊維系断熱材を用いる必要はなく、発泡ポリエチレン等の発泡系断熱材を用いることもできる。   In the said embodiment, although glass wool (fiber type heat insulating material) was used as the heat insulating material 41 in a beam and the heat insulating material 42 outside a beam, you may use other fiber type heat insulating materials, such as rock wool and a cellulose fiber. Moreover, as the heat insulating material 41 in a beam and the heat insulating material 42 outside a beam, a fiber type heat insulating material does not necessarily need to be used, and a foam type heat insulating material such as foamed polyethylene can also be used.

(5)上記実施形態では、ユニット式建物への適用例を説明したが、鉄骨軸組工法により構築される建物等、他の構造の建物にも本発明を適用できる。   (5) Although the application example to the unit type building has been described in the above embodiment, the present invention can be applied to a building having another structure such as a building constructed by a steel frame assembling method.

10…建物、11…基礎、13…床下空間、18…根太、19…床面材、20…建物ユニット、23…床梁としての床大梁、23d…溝部、37…基礎断熱材、38…床下断熱材、41…梁内断熱材、42…梁外断熱材。   DESCRIPTION OF SYMBOLS 10 ... Building, 11 ... Foundation, 13 ... Underfloor space, 18 ... joist, 19 ... Floor surface material, 20 ... Building unit, 23 ... Floor beam as floor beam, 23d ... Groove, 37 ... Foundation heat insulating material, 38 ... Under floor Insulating material, 41 ... heat insulating material in the beam, 42 ... heat insulating material outside the beam.

Claims (6)

建物外周部に沿って設けられた外周基礎と、
その外周基礎の上に当該外周基礎に沿って設けられた床梁と、
その床梁の上に当該床梁に沿って設けられた根太と、
その根太の上に設けられた床面材とを備える建物に適用され、
前記外周基礎の内側面に設けられた基礎断熱部と、
前記床面材の下面側に設けられた床下断熱部と、
前記床面材の下方となる床下空間側から前記床梁を覆うように設けられた床梁断熱部とを備え、
前記床梁断熱部は、前記基礎断熱部と前記床下断熱部とにそれぞれ連続させて設けられていることを特徴とする建物の断熱構造。
An outer peripheral foundation provided along the outer periphery of the building ;
And floor beams disposed along the outer peripheral foundation on top of the outer peripheral foundation,
A joist provided along the floor beam on the floor beam,
Applied to buildings with floor coverings provided on the joists,
A foundation heat insulating portion provided on an inner surface of the outer circumferential foundation;
An underfloor heat insulating part provided on the lower surface side of the floor material;
A floor beam heat insulating portion provided to cover the floor beam from the underfloor space side below the floor material;
The heat insulating structure for a building, wherein the floor beam heat insulating portion is provided continuously to the base heat insulating portion and the underfloor heat insulating portion.
前記床梁は、前記床下空間側に開口した溝部を有する溝形鋼よりなり、
前記床梁断熱部は、前記溝部に配設された梁内断熱部と、前記溝部の外に配設された梁外断熱部とを有し、
前記梁外断熱部が前記基礎断熱部と前記床下断熱部とに連続させて設けられていることを特徴とする請求項1に記載の建物の断熱構造。
The floor beam is made of channel steel having a groove portion opened to the underfloor space side,
The floor beam heat insulating portion has a beam heat insulating portion disposed in the groove portion, and a beam outer heat insulating portion disposed outside the groove portion,
The heat insulating structure for a building according to claim 1, wherein the outside heat insulating portion is provided continuously to the basic heat insulating portion and the underfloor heat insulating portion.
前記梁内断熱部と前記梁外断熱部とは別体からなることを特徴とする請求項2に記載の建物の断熱構造。   The heat insulating structure for a building according to claim 2, wherein the heat insulating part in the beam and the heat insulating part outside the beam are separate bodies. 前記梁外断熱部は、前記外周基礎の厚み方向における長さが前記梁内断熱部よりも大きくされているとともに、前記厚み方向に分割された複数の梁外断熱材により構成されており、
前記各梁外断熱材と、前記梁内断熱部を構成する梁内断熱材とはいずれも同じ構成の断熱材からなることを特徴とする請求項3に記載の建物の断熱構造。
The outer heat insulating portion of the beam has a length in the thickness direction of the outer peripheral foundation larger than that of the inner heat insulating portion of the beam, and is configured by a plurality of outer heat insulating materials divided in the thickness direction,
4. The heat insulating structure for a building according to claim 3, wherein each of the heat insulating materials outside the beam and the heat insulating material in the beam constituting the heat insulating portion in the beam are made of the same heat insulating material.
前記梁外断熱部は、前記外周基礎の厚み方向において前記床下空間側の端部が前記基礎断熱部の前記床下空間側の面と同じ位置か又はそれよりも前記床下空間側に位置するように形成されていることを特徴とする請求項2乃至4のいずれか一項に記載の建物の断熱構造。 The outer heat insulating portion of the beam is positioned such that an end of the underfloor space side in the thickness direction of the outer peripheral foundation is located at the same position as the surface of the underfloor space side of the basic heat insulating portion or closer to the underfloor space side. It is formed, The heat insulation structure of the building as described in any one of Claims 2 thru | or 4 characterized by the above-mentioned. 前記床梁と前記床面材との間において前記根太よりも前記床下空間側の隙間には前記床下断熱部の端部が入り込んでおり、その端部は前記根太に接触した状態で配置されていることを特徴とする請求項1乃至5のいずれか一項に記載の建物の断熱構造。   Between the floor beam and the floor material, an end portion of the underfloor heat insulating portion enters a gap on the underfloor space side than the joist, and the end portion is arranged in contact with the joist. The heat insulating structure for a building according to any one of claims 1 to 5, wherein the heat insulating structure is a building.
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