JP5965685B2 - Insulating structure of beam and method for forming insulating line of building - Google Patents

Insulating structure of beam and method for forming insulating line of building Download PDF

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JP5965685B2
JP5965685B2 JP2012062715A JP2012062715A JP5965685B2 JP 5965685 B2 JP5965685 B2 JP 5965685B2 JP 2012062715 A JP2012062715 A JP 2012062715A JP 2012062715 A JP2012062715 A JP 2012062715A JP 5965685 B2 JP5965685 B2 JP 5965685B2
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heat insulating
insulating portion
steel beam
wall
floor
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JP2013194431A (en
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健吾 若木
健吾 若木
弘 高杉
弘 高杉
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Asahi Kasei Homes Corp
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Description

本発明は、梁の断熱構造及び建物の断熱ライン形成方法に関する。   The present invention relates to a heat insulating structure for beams and a method for forming a heat insulating line for buildings.

住宅等の建物においては、鉄骨で梁や柱等の躯体を形成すると共に外壁材としてALC(Autoclaved Lightweight aerated Concretepanelsの略。軽量気泡コンクリートともいう)パネルを用いるのが一般的に行われている。また、この種の建物においては、暖房効率や冷房効率を向上させて省エネルギー化を図ることを目的としてALCパネルに沿って断熱材が充填されており、当該ALCパネルの有する断熱性と、断熱材の断熱性とによって建築物としての断熱効果を得ている。   2. Description of the Related Art In buildings such as houses, it is a common practice to form a frame such as a beam or a column with a steel frame and use an ALC (Autoclaved Lightweight Aerated Concrete panels) panel as an outer wall material. In addition, in this type of building, a heat insulating material is filled along the ALC panel for the purpose of energy saving by improving the heating efficiency and the cooling efficiency. The heat insulation effect as a building is obtained by the heat insulation property.

一方、鉄骨造の建物においては、躯体を構成する梁や柱等の構造部材が熱伝導率の大きな鉄や鋼等により形成されるため、外壁を支持する梁や柱が屋内外の熱の伝達経路となり、熱橋となってしまう問題がある。かかる問題を解決するには、これら躯体を構成する構造部材に対しても断熱材を設けることが好ましいが、これら構造部材の形状や取合いは外壁の平板面等と比較して著しく複雑である。よって、構造部材に対し断熱性を効果的に発揮させることを可能とする断熱材の取付方法について研究開発がなされている。   On the other hand, in steel-frame buildings, the structural members such as beams and columns that make up the frame are made of iron or steel, etc., with high thermal conductivity, so the beams and columns that support the outer walls can transfer heat indoors and outdoors. There is a problem that it becomes a route and becomes a thermal bridge. In order to solve such a problem, it is preferable to provide a heat insulating material also to the structural members constituting these casings. However, the shape and engagement of these structural members are significantly more complicated than the flat plate surface of the outer wall. Therefore, research and development have been conducted on a method for attaching a heat insulating material that enables the structural member to effectively exhibit heat insulating properties.

例えば特許文献1には、外壁の屋内側の側面から鉄骨梁の下面及び屋内側の側面に沿って断熱ラインを形成した構成が開示されている。当該断熱ラインは、外壁の屋内側の側面に沿って設けられる外壁断熱部と、鉄骨梁の下フランジ下面から該下フランジの屋内側の端部を回り込んで設けられる梁下部断熱部と、鉄骨梁の屋内側の側面に沿って設けられる梁側断熱部が設けられると共に、外壁断熱部と梁下部断熱部の継ぎ目に充てられる断熱ブロックとを備えている。   For example, Patent Document 1 discloses a configuration in which a heat insulation line is formed from the indoor side surface of the outer wall along the lower surface of the steel beam and the indoor side surface. The heat insulation line includes an outer wall heat insulating portion provided along the indoor side surface of the outer wall, a beam lower heat insulating portion provided around the indoor side end of the lower flange from the lower flange lower surface of the steel beam, and a steel frame. A beam-side heat insulating portion provided along the side surface on the indoor side of the beam is provided, and a heat insulating block used for a joint between the outer wall heat insulating portion and the beam lower heat insulating portion is provided.

特開第2010−37740号公報JP 2010-37740 A

しかしながら、梁下部断熱部は、鉄骨梁のフランジ下面のみならず当該フランジの端部を回りこむ複雑な形状を呈しているのみならず、断熱ブロックで外壁断熱部と梁下部断熱部の継ぎ目を塞ぐものとなっており、断熱ラインを形成するための部材自体が複雑な形状となって各部材の製造に手間がかかるのみならず、部材点数が増大し、ひいては施工手間が掛かってしまうという問題があった。   However, the lower heat insulating part of the beam not only has a complicated shape that wraps around the end of the flange of the steel beam but also the flange, and the heat insulating block closes the joint between the outer wall heat insulating part and the lower heat insulating part of the beam. The problem is that not only the members for forming the heat insulation line are complicated in shape and it takes time to manufacture each member, but also the number of members increases, which in turn increases the work time. there were.

本発明は、このような課題を解決するためになされたものであり、外壁から鉄骨梁にわたる断熱ラインを形成する場合でも、部材点数を可及的抑制して施工手間(施工工程)を可能な限り抑えることができる梁の断熱構造及び建物の断熱ライン形成方法を提供することを目的とするものである。   The present invention has been made to solve such a problem, and even when forming a heat insulation line extending from the outer wall to the steel beam, the number of members can be suppressed as much as possible and the construction work (construction process) is possible. An object of the present invention is to provide a heat insulating structure for beams and a method for forming a heat insulating line for buildings that can be suppressed as much as possible.

本発明に係る梁の断熱構造は、床スラブと、床スラブを支持する鉄骨梁と、鉄骨梁の屋外側の側面に対向して鉄骨梁に支持される外壁と、外壁から鉄骨梁の下面及び屋内側の側面に亘って設けられる断熱ライン形成部と、を備え、断熱ライン形成部は、鉄骨梁の屋内側の側面を覆う梁側断熱部と、外壁の屋内側の側面を覆う外壁断熱部と、鉄骨梁の下面を覆い、外壁断熱部と梁側断熱部とを連結する梁下断熱部と、を備え、梁下断熱部は、鉄骨梁の幅よりも幅広な平板状に形成されると共に、屋外側小口部の下面を外壁断熱部の上端小口面に当接させた状態で設けられていることを特徴とする。   A heat insulating structure of a beam according to the present invention includes a floor slab, a steel beam that supports the floor slab, an outer wall that is supported by the steel beam so as to face a side surface on the outdoor side of the steel beam, a lower surface of the steel beam from the outer wall, and A heat-insulating line forming portion provided over the side surface on the indoor side, and the heat-insulating line forming portion includes a beam-side heat insulating portion that covers the side surface on the indoor side of the steel beam and an outer wall heat-insulating portion that covers the side surface on the indoor side of the outer wall. And a lower heat insulating part that covers the lower surface of the steel beam and connects the outer wall heat insulating part and the beam side heat insulating part, and the lower heat insulating part is formed in a flat plate shape wider than the width of the steel beam. And it is provided in the state which made the lower surface of the outdoor side small edge part contact | abut to the upper edge small edge surface of an outer wall heat insulation part.

本発明に係る梁の断熱構造によれば、梁下断熱部が平板状に形成されるので、部材としての単純化が図られることとなる。また、当該部材を鉄骨梁の下方に対向させて設置するため、施工中に落下することが考えられるが、当該梁下断熱部の屋外側小口部の下面に外壁断熱部の上端小口面が当接し、これによって、梁下断熱部は、屋外側小口部が外壁断熱部と鉄骨梁とにより挟持されることとなり、落下が防止される。これにより、落下防止のための施工の手間を削減することができる。以上により、外壁から鉄骨梁にわたる断熱ラインを形成する場合でも、部材点数を可及的抑制して施工手間(施工工程)を可能な限り抑えることができる。   According to the heat insulating structure for a beam according to the present invention, the heat insulating portion under the beam is formed in a flat plate shape, so that simplification as a member is achieved. In addition, since the member is installed facing the lower part of the steel beam, it may fall during construction, but the lower edge of the outdoor side small edge part of the heat insulating part under the beam hits the upper edge of the outer wall heat insulating part. In this way, the under-beam heat insulating portion is sandwiched between the outer wall heat insulating portion and the steel beam, and the fall is prevented. Thereby, the effort of construction for fall prevention can be reduced. As described above, even when the heat insulation line extending from the outer wall to the steel beam is formed, the number of members can be suppressed as much as possible, thereby reducing the construction labor (construction process) as much as possible.

また、本発明に係る梁の断熱構造によれば、鉄骨梁には、外壁を支持する支持金具と、当該支持金具を鉄骨梁に固定する固定具が設けられ、固定具は、鉄骨梁の下面から突出する突出部を有し、梁下断熱部は、少なくとも突出部の突出長さよりも大きい厚さを有し、当該突出部に突き刺された状態で鉄骨梁の下面の下方に設けられていることが好ましい。これによれば、梁下断熱部は、固定具の突出部に突き刺されることで一時的に仮固定されることとなる。これによって当該梁下断熱部を鉄骨梁の下面に対向させた状態に保持するための施工手間を削減することができる(あるいは、当該部材の施工時の落下の頻度をさらに下げることができる)。また、梁下断熱部の厚さが固定具の突出部の突出長さよりも大きく形成されているので、当該梁下断熱部を固定具の突出部に突き刺したとしても、当該固定具が梁下断熱部を貫通する虞はなく、これによって、かかる施工に伴う断熱ラインの破断を回避することができる。また、固定具は断熱材と外壁よりも内側となる梁設置空間に設けられているために当該空間の空気と接触して冷たくなるが、上記の如き断熱ラインの破断の回避により、当該冷たくなった固定具と屋内側の空気が接触することが回避され、これらの接触に伴う結露の発生が防止されるものとなっている。   Further, according to the heat insulating structure of the beam according to the present invention, the steel beam is provided with a support fitting that supports the outer wall and a fixture that fixes the support fitting to the steel beam, and the fixture is a lower surface of the steel beam. The under-beam heat insulating portion has a thickness that is at least larger than the protruding length of the protruding portion, and is provided below the lower surface of the steel beam in a state of being pierced by the protruding portion. It is preferable. According to this, the under-beam heat insulating portion is temporarily fixed by being pierced by the protruding portion of the fixture. As a result, it is possible to reduce the time and labor required for holding the heat insulating part under the beam in a state of facing the lower surface of the steel beam (or to further reduce the frequency of dropping when the member is applied). Further, since the thickness of the heat insulating part under the beam is larger than the protruding length of the protruding part of the fixture, even if the heat insulating part under the beam is pierced into the protruding part of the fixing tool, the fixing tool is There is no possibility of penetrating the heat insulating part, and thereby it is possible to avoid breakage of the heat insulating line accompanying such construction. In addition, the fixture is provided in the beam installation space on the inner side of the heat insulating material and the outer wall, so that it cools in contact with the air in the space, but the cooling is avoided by avoiding breakage of the heat insulation line as described above. The contact between the fixture and the indoor air is avoided, and the occurrence of condensation due to these contacts is prevented.

また、本発明に係る梁の断熱構造において、鉄骨梁には、外壁を支持する支持金具と、当該支持金具を鉄骨梁に固定する固定具が設けられ、固定具は、鉄骨梁の下面から突出する突出部を有し、梁下断熱部は、突出部の圧入に伴う膨出を許容する膨出性を有しており、当該突出部に突き刺された状態で鉄骨梁の下面の下方に設けられていることが好ましい。これによれば、梁下断熱部は、固定具の突出部に突き刺されることで一時的に仮固定されることとなり、これによって当該梁下断熱部を鉄骨梁の下面に対向させた状態に保持するための施工手間を削減することができる(あるいは、当該部材の施工時の落下の頻度をさらに下げることができる)。また、梁下断熱部が上述の如き膨出性を備えているので、当該梁下断熱部を固定具の突出部に突き刺したとしても、当該固定具が梁下断熱部を貫通する虞はなく、これによって、かかる施工に伴う断熱ラインの破断を回避することができる。また、固定具は断熱材と外壁よりも内側となる梁設置空間に設けられているために当該空間の空気と接触して冷たくなるが、上記の如き断熱ラインの破断の回避により、当該冷たくなった固定具と屋内側の空気が接触することが回避され、これらの接触に伴う結露の発生が防止されるものとなっている。   Further, in the heat insulating structure of the beam according to the present invention, the steel beam is provided with a support bracket that supports the outer wall and a fixture that fixes the support bracket to the steel beam, and the fixture projects from the lower surface of the steel beam. The heat insulating part under the beam has a bulging property that allows the protrusion to be bulged by press-fitting, and is provided below the lower surface of the steel beam in a state of being pierced by the protruding part. It is preferable that According to this, the heat insulating part under the beam is temporarily fixed by being stabbed into the protruding part of the fixture, and thereby the heat insulating part under the beam is kept facing the lower surface of the steel beam. It is possible to reduce the time and labor for construction (or to further reduce the frequency of dropping during construction of the member). In addition, since the under-beam heat insulating portion has the bulging property as described above, even if the under-beam heat insulating portion is stabbed into the protruding portion of the fixing tool, there is no possibility that the fixing tool penetrates the under-heat insulating portion. Thus, it is possible to avoid breakage of the heat insulation line accompanying such construction. In addition, the fixture is provided in the beam installation space on the inner side of the heat insulating material and the outer wall, so that it cools in contact with the air in the space, but the cooling is avoided by avoiding breakage of the heat insulation line as described above. The contact between the fixture and the indoor air is avoided, and the occurrence of condensation due to these contacts is prevented.

また、本発明に係る梁の断熱構造において、各断熱部は、気密性を有して形成されると共に、各断熱部の継ぎ目には、一方の断熱部から他方の断熱部に亘って気密テープが貼着されていることが好ましい。これにより、断熱部間の継ぎ目が気密テープにより塞がれることとなるので、断熱部を連結することにより形成される断熱ラインに一致させて気密ラインを形成することができるものとなっている。   Further, in the heat insulating structure of the beam according to the present invention, each heat insulating portion is formed with airtightness, and an airtight tape extends from one heat insulating portion to the other heat insulating portion at the joint of each heat insulating portion. Is preferably affixed. Thereby, since the joint between heat insulation parts will be block | closed with an airtight tape, it can match with the heat insulation line formed by connecting a heat insulation part, and an airtight line can be formed.

また、本発明に係る建物の断熱ライン形成方法は、床スラブと、床スラブを支持する鉄骨梁と、鉄骨梁の屋外側の側面に対向して鉄骨梁に支持される外壁と、を有する建物に対して、外壁から鉄骨梁の下面及び屋内側の側面に亘る断熱ラインを形成する建物の断熱ライン形成方法であって、鉄骨梁の下面を覆う平板状の梁下断熱部を、前記鉄骨梁の下面に仮止めする第1工程と、外壁の屋内側の側面を覆う平板状の外壁断熱部を、その上端小口面を梁下断熱部の下面に当接させた状態で外壁の屋内側の側面に沿って設ける第2工程と、鉄骨梁の屋内側の側面を覆う平板状の梁側断熱部を、その下端小口面を梁下断熱部の上面に当接させた状態で鉄骨梁の屋内側の側面に沿って設ける第3工程と、を有することを特徴とする。   The building heat insulation line forming method according to the present invention includes a floor slab, a steel beam that supports the floor slab, and an outer wall that is supported by the steel beam so as to face the side surface of the steel beam on the outdoor side. In contrast, a heat insulation line forming method for a building that forms a heat insulation line from the outer wall to the lower surface of the steel beam and the side surface on the indoor side, wherein the plate-like under-heat insulation portion covering the lower surface of the steel beam is the steel beam A first step of temporarily fixing to the lower surface of the outer wall of the outer wall of the outer wall with a flat plate-like outer wall heat insulating portion covering the indoor side surface of the outer wall in a state where the upper edge of the outer wall is in contact with the lower surface of the lower heat insulating portion of the beam The second step provided along the side surface and the plate-shaped beam-side heat insulation part covering the indoor side surface of the steel beam, with the lower edge of the lower surface contacting the upper surface of the under-beam heat insulation part And a third step provided along the inner side surface.

本発明に係る建物の断熱ライン形成方法によれば、第1工程、第2工程、及び第3工程に係る手順により、これら断熱部によって形成される断熱ラインの内側と外側に跨る小口面が鉛直状に形成される構成を簡便な施工手順により形成することができる。また、第1工程で鉄骨梁の下面に仮固定された梁下断熱部は、その後に続く第2工程により外壁断熱部に支持される(鉄骨梁と外壁断熱部により挟持される)こととなり、その後の施工における梁下断熱部の落下の頻度を可及的下げることができる。   According to the method for forming a heat insulation line for a building according to the present invention, the front face across the inside and the outside of the heat insulation line formed by these heat insulation portions is vertical by the procedure according to the first step, the second step, and the third step. The structure formed in the shape can be formed by a simple construction procedure. In addition, the under-beam heat insulating portion temporarily fixed to the lower surface of the steel beam in the first step is supported by the outer wall heat insulating portion in the subsequent second step (sandwiched between the steel beam and the outer wall heat insulating portion), The frequency of falling of the heat insulation part under the beam in the subsequent construction can be reduced as much as possible.

本発明に係る建物の断熱ライン形成方法は、床スラブと、床スラブを支持する鉄骨梁と、鉄骨梁の屋外側の側面に対向して鉄骨梁に支持される外壁と、を有する建物に対して、外壁から鉄骨梁の下面及び屋内側の側面に亘る断熱ラインを形成する建物の断熱ライン形成方法であって、鉄骨梁の屋内側の側面を覆う平板状の梁側断熱部を、鉄骨梁の屋内側の側面に沿って設ける第1工程と、鉄骨梁の下面を覆う平板状の梁下断熱部を、その上面を梁下断熱部の下端小口面に当接させた状態で鉄骨梁の下面に仮止めする第2工程と、外壁の屋内側の側面を覆う平板状の外壁断熱部を、その上端小口面を梁下断熱部の下面に当接させた状態で外壁の屋内側の側面に沿って設ける第3工程と、を有することを特徴とする。   The method for forming a heat insulation line for a building according to the present invention is for a building having a floor slab, a steel beam that supports the floor slab, and an outer wall that is supported by the steel beam so as to face the side surface on the outdoor side of the steel beam. A heat insulation line forming method for a building that forms a heat insulation line extending from the outer wall to the lower surface of the steel beam and the side surface on the indoor side. Of the steel beam, with the first step provided along the indoor side surface of the steel plate and a flat plate-like under-heat insulating portion covering the lower surface of the steel beam, with the upper surface in contact with the lower edge of the lower-side heat insulating portion. The second step of temporarily fixing to the lower surface and the indoor side surface of the outer wall in a state where the flat outer wall heat insulating portion covering the indoor side surface of the outer wall is in contact with the lower surface of the heat insulating portion under the beam And a third step provided along the line.

本発明に係る建物の断熱ライン形成方法によれば、第1工程、第2工程、及び第3工程に係る手順により、これら断熱部によって形成される断熱ラインの内側と外側に跨る小口面が鉛直状に形成される構成を簡便な施工手順により形成することができる。また、第1工程で鉄骨梁の側面に設けられた梁側断熱部の下端小口面は、その後に続く第2工程に仮止めされる梁下断熱部の屋内側の上面と接合することによって、当該梁下断熱部を支持できることとなり、その後の施工における梁下断熱部の落下の頻度を可及的下げることができる。   According to the method for forming a heat insulation line for a building according to the present invention, the front face across the inside and the outside of the heat insulation line formed by these heat insulation portions is vertical by the procedure according to the first step, the second step, and the third step. The structure formed in the shape can be formed by a simple construction procedure. Moreover, the lower end edge surface of the beam side heat insulating portion provided on the side surface of the steel beam in the first step is joined to the indoor upper surface of the under beam heat insulating portion temporarily fixed in the subsequent second step, The heat insulation part under the beam can be supported, and the frequency of dropping of the heat insulation part under the beam in the subsequent construction can be reduced as much as possible.

本発明によれば、外壁から鉄骨梁にわたる断熱ラインを形成する場合でも、部材点数を可及的抑制して施工手間(施工工程)を可能な限り抑えることができる。   ADVANTAGE OF THE INVENTION According to this invention, even when forming the heat insulation line from an outer wall to a steel beam, the number of members can be suppressed as much as possible and construction labor (construction process) can be suppressed as much as possible.

本発明の実施形態に係る断熱構造が適用された建物の断面図である。It is sectional drawing of the building to which the heat insulation structure which concerns on embodiment of this invention was applied. 本発明の実施形態に係る断熱構造の断面図である。It is sectional drawing of the heat insulation structure which concerns on embodiment of this invention. 図2に示すIII−III線に沿った断面図である。It is sectional drawing along the III-III line | wire shown in FIG. 梁下断熱部の仮固定の構造を示す拡大断面図である。It is an expanded sectional view which shows the structure of temporary fixing of the heat insulation part under a beam. 本実施形態に係る梁床断熱部材の構造を示す図である。It is a figure which shows the structure of the beam floor heat insulation member which concerns on this embodiment. 変形例に係る梁床断熱部材の構造を示す図である。It is a figure which shows the structure of the beam floor heat insulation member which concerns on a modification. 変形例に係る断熱構造の断面である。It is a cross section of the heat insulation structure which concerns on a modification.

以下、図1及び図2に基づいて、本発明の実施形態について、詳細に説明する。図1に示す如く、本発明に係る断熱構造100が適用された建物は、基礎10と、該基礎10上に組み上げられる構造躯体11と、該構造躯体11に支持される外壁12と、該外壁12及び構造躯体11に沿って設けられる断熱ライン形成部30と、建物の居室の壁面及び天井面を形成する内装構造14とを備えて形成される例えば地上2階の組立住宅である。   Hereinafter, embodiments of the present invention will be described in detail with reference to FIGS. 1 and 2. As shown in FIG. 1, a building to which a heat insulating structure 100 according to the present invention is applied includes a foundation 10, a structural housing 11 assembled on the foundation 10, an outer wall 12 supported by the structural housing 11, and the outer wall. 12 is an assembly house, for example, on the second floor above the ground, formed with a heat insulation line forming portion 30 provided along the structural housing 11 and an interior structure 14 that forms the wall surface and ceiling surface of the room of the building.

基礎10は、外壁12や間仕切り壁の長さ方向に連続する同一断面の鉄筋コンクリート製の布基礎として形成されている。構造躯体11は、基礎10上に立設される鉄骨柱(図示省略)と、該鉄骨柱間に架け渡される鉄骨梁15と、基礎10や鉄骨梁15に支持される床スラブ16とを備えて形成される鉄骨の軸組構造として構成されている。また、鉄骨柱の間に耐震要素(図示省略)を設置する構成も採用可能であり、この場合は鉄骨軸組ブレース構造として構成されることとなる。鉄骨柱は、鋼製の角パイプにより又は該角パイプの端部に柱頭部材や柱脚部材を取り付けて形成されている。耐震要素は、一対の角パイプをブレースや制振フレームにより連結して形成される。   The foundation 10 is formed as a cloth foundation made of reinforced concrete having the same cross section continuous in the length direction of the outer wall 12 and the partition wall. The structural housing 11 includes a steel column (not shown) standing on the foundation 10, a steel beam 15 spanned between the steel columns, and a floor slab 16 supported by the foundation 10 and the steel beam 15. It is configured as a steel frame structure. Moreover, the structure which installs an earthquake-resistant element (illustration omitted) between steel frame pillars is also employable, and will be comprised as a steel frame brace structure in this case. The steel column is formed by a steel square pipe or by attaching a column head member or a column base member to an end of the square pipe. The seismic element is formed by connecting a pair of square pipes with braces or a damping frame.

図2に示す如く、鉄骨梁15は、上下一対のフランジ15a、15bと、該上下一対のフランジ15a、15bの中央部間を連結するウェブ15cとを備えて形成される所謂I型鋼又はH型鋼により形成されており、同じく鋼製のジョイントピースを介して鉄骨柱に連結支持されている。なお、これら鉄骨柱、ジョイントピース、鉄骨梁15間の接続は高力ボルト接合等の機械的手段によりなされており、これによって溶接接合を排することとして作業者の熟練によらず接合部位の品質を一定のものとしている。また、鉄骨梁15には、当該鉄骨梁15に垂直な方向に延びる直交(鉄骨梁)25が接合されている。直交梁25は、上下一対のフランジ25a、25bと、当該一対のフランジ25a、25bの中央部間を連結するウェブ25cとを備えている。直交梁25は、鉄骨梁15と同じ高さに設置されている。   As shown in FIG. 2, the steel beam 15 is a so-called I-shaped steel or H-shaped steel formed by including a pair of upper and lower flanges 15 a and 15 b and a web 15 c connecting between the center portions of the pair of upper and lower flanges 15 a and 15 b. And is connected and supported to the steel column via a steel joint piece. The connection between the steel column, the joint piece, and the steel beam 15 is made by mechanical means such as high-strength bolt bonding, and as a result, the welded joint quality is eliminated regardless of the skill of the operator. Is constant. Further, an orthogonal (steel beam) 25 extending in a direction perpendicular to the steel beam 15 is joined to the steel beam 15. The orthogonal beam 25 includes a pair of upper and lower flanges 25a and 25b and a web 25c that connects between the center portions of the pair of flanges 25a and 25b. The orthogonal beam 25 is installed at the same height as the steel beam 15.

床スラブ16は、1階床スラブ16a、2階床スラブ16b、屋根スラブ16cからなり、複数枚の平板状の軽量気泡コンクリート(ALC)製の床パネルを敷設することにより形成されている。図1に示す如く、1階床スラブ16aを形成する床パネルは、端部を基礎10の上面に載置した状態で当該基礎10に支持されている。また、2階の床スラブ16b及び屋根スラブ16cを形成する床パネルは、端部を鉄骨梁15の上フランジ15a上面に載置した状態で、該鉄骨梁15に取り付けられた剛床金物(図示省略)を介して当該鉄骨梁に支持されている。   The floor slab 16 includes a first floor slab 16a, a second floor slab 16b, and a roof slab 16c, and is formed by laying a plurality of flat floor panels made of lightweight cellular concrete (ALC). As shown in FIG. 1, the floor panel forming the first floor slab 16 a is supported by the foundation 10 with the end portion placed on the upper surface of the foundation 10. In addition, the floor panel forming the floor slab 16b and the roof slab 16c on the second floor has a rigid floor hardware (illustrated) attached to the steel beam 15 in a state where the end portion is placed on the upper surface of the upper flange 15a of the steel beam 15. (Omitted) is supported by the steel beam.

外壁12は、1階外壁12a及び2階外壁12bからなり、それぞれ、複数枚の平板状の軽量気泡コンクリート(ALC)製の外壁パネルを並べて配備することにより形成されている。また、各外壁パネルは、当該各階の床スラブ16(16a、16b)の下面から鉄骨梁15の上フランジ15aの上面に至る少なくとも各階の高さに相当する高さを有している。また、図2中に示す如く、各階の外壁パネルは、鉄骨梁15や基礎10から外壁パネルに向けて突出した状態に取り付けられる各種支持金物17を介して鉄骨梁15や基礎10に上下端部が支持されている。上述の如く軽量気泡コンクリートにより形成される床スラブ16や外壁12は、軽量で且つ高い断熱性能を有するものとなる。なお、本実施形態においては、外壁12として軽量気泡コンクリートからなる外壁パネルを採用しているが、PCコンクリート製のパネル、木製パネルやサイディング、及びこれらのパネルに外装部材等を取り付けたもの等、上記鉄骨梁15よりも熱伝達率が大きく、これによって鉄骨梁15が相対的に熱橋を形成することとなる構成であれば、如何なる材料により外壁12を形成することとしても構わない。   The outer wall 12 includes a first-floor outer wall 12a and a second-floor outer wall 12b, and is formed by arranging a plurality of flat-walled lightweight cellular concrete (ALC) outer wall panels. Each outer wall panel has a height corresponding to at least the height of each floor from the lower surface of the floor slab 16 (16a, 16b) of each floor to the upper surface of the upper flange 15a of the steel beam 15. In addition, as shown in FIG. 2, the outer wall panels of each floor have upper and lower ends on the steel beam 15 and the foundation 10 via various support hardwares 17 attached to the steel beam 15 and the foundation 10 so as to protrude toward the outer wall panel. Is supported. As described above, the floor slab 16 and the outer wall 12 formed of lightweight cellular concrete are lightweight and have high heat insulation performance. In the present embodiment, an outer wall panel made of lightweight cellular concrete is adopted as the outer wall 12, but a panel made of PC concrete, a wooden panel or a siding, and those having an exterior member attached thereto, etc. The outer wall 12 may be formed of any material as long as the heat transfer coefficient is larger than that of the steel beam 15 so that the steel beam 15 forms a heat bridge relatively.

また、鉄骨梁15の上方には、該鉄骨梁15に支持される床スラブ16と該床スラブ16に対向する2階の外壁12の下端部との間となる位置に間隙が形成されており、該間隙は、上記剛床金物、自重受け金物やイナズマプレート等の各種金物17を梁に取り付けるためのスペースであって、これら各種金物17、床スラブ16及び外壁12の設置後にモルタル18が充填される。   Further, a gap is formed above the steel beam 15 at a position between the floor slab 16 supported by the steel beam 15 and the lower end portion of the outer wall 12 on the second floor facing the floor slab 16. The gap is a space for attaching various hardware 17 such as the above-mentioned hard floor hardware, self-weight receiving hardware and Inazuma plate to the beam, and the mortar 18 is filled after the installation of these various hardware 17, the floor slab 16 and the outer wall 12. Is done.

また、内装構造14は、居室の壁面を構成する壁板19と、該壁板19を支持する下地部材20と、居室の天井を形成する天井板21と、該天井板21を支持する野縁部材22とを備えている。下地部材20は、外壁12に所定の間隔を空けて対向する位置で格子状に組み立てられており、該下地部材20に壁板19が隙間なく敷設されている。   The interior structure 14 includes a wall plate 19 that constitutes the wall surface of the living room, a base member 20 that supports the wall plate 19, a ceiling plate 21 that forms the ceiling of the living room, and a field edge that supports the ceiling plate 21. And a member 22. The base member 20 is assembled in a lattice shape at a position facing the outer wall 12 with a predetermined gap, and a wall plate 19 is laid on the base member 20 without any gaps.

野縁部材22は、床スラブ16に所定の間隔を空けて対向する位置で格子状に組み立てられており、該野縁部材22に天井板21が隙間なく敷設されている。また、野縁部材22は、吊木部材(図示省略)を介して鉄骨梁に支持されている。これら壁板19と外壁12の間の隙間により形成される壁内空間S1と天井板21と床スラブ16の間の隙間により形成される天井裏空間S2とは鉄骨梁15の下方で連通されており、これによって、天井裏空間S2から壁内空間S1に亘って配管等の配設が可能となっている。   The field edge member 22 is assembled in a lattice shape at a position facing the floor slab 16 with a predetermined interval, and the ceiling plate 21 is laid on the field edge member 22 without a gap. Further, the field edge member 22 is supported by the steel beam via a suspended tree member (not shown). The in-wall space S1 formed by the gap between the wall plate 19 and the outer wall 12 and the ceiling back space S2 formed by the gap between the ceiling plate 21 and the floor slab 16 are communicated below the steel beam 15. Thus, piping and the like can be arranged from the ceiling space S2 to the wall space S1.

次に、図2及び図3を参照して、本実施形態に係る断熱構造100及び梁床断熱部材50について説明する。なお、図2及び図3は、一階と二階の間における梁15周辺の断熱構造100のみを示しているが、二階と屋上の間における梁15周辺についても同趣旨の構造を有している。図2及び図3に示すように、断熱構造100は、床スラブ16と、床スラブ16を支持する鉄骨梁15と、鉄骨梁15の屋外側の側面に対向して鉄骨梁15に支持される外壁12と、断熱ライン形成部30と、を備えている。   Next, with reference to FIG.2 and FIG.3, the heat insulation structure 100 and the beam floor heat insulation member 50 which concern on this embodiment are demonstrated. 2 and 3 show only the heat insulation structure 100 around the beam 15 between the first floor and the second floor, but the structure around the beam 15 between the second floor and the roof has the same concept. . As shown in FIGS. 2 and 3, the heat insulating structure 100 is supported by the steel beam 15 so as to face the floor slab 16, the steel beam 15 that supports the floor slab 16, and the side surface of the steel beam 15 on the outdoor side. The outer wall 12 and the heat insulation line formation part 30 are provided.

断熱ライン形成部30は、外壁12から鉄骨梁15の下面及び屋内側の側面に沿って設けられて床スラブ16の直下の階を断熱するものである。断熱ライン形成部30は、鉄骨梁15の屋内側の側面を覆う平板状の梁側断熱部31と、床スラブ16の下面を覆う平板状の床側断熱部32と、外壁12の屋内側の側面を覆う平板状の外壁断熱部33と、鉄骨梁15の下面を覆い、外壁断熱部33と梁側断熱部31とを連結する平板状の梁下断熱部34と、直交梁25のウェブ25cを覆う平板状の直交梁断熱部36と、を備えている。梁側断熱部31及び床側断熱部32は、平板を折り曲げた梁床断熱部材50によって構成されている。梁床断熱部材50の詳細な構成については後述する。外壁断熱部33、梁下断熱部34及び直交梁断熱部36は、互いに別体の平板部材によって構成されている。本実施形態では、各断熱部として、フェノール樹脂発泡体からなるものを採用しており、具体的にネオマフォーム(登録商標)を用いている。このように、各断熱部は、気密性を有して形成される。また、各断熱部の継ぎ目は、一方の断熱部から他方の断熱部に亘って気密テープが貼着されることで塞がれている。また、各断熱部として、上記フェノール樹脂発泡体に変えてポリエチレンフォーム(PE)を採用することも可能である。   The heat insulation line forming portion 30 is provided along the lower surface of the steel beam 15 and the side surface on the indoor side from the outer wall 12 to insulate the floor immediately below the floor slab 16. The heat insulation line forming section 30 includes a plate-shaped beam-side heat insulation section 31 covering the indoor side surface of the steel beam 15, a plate-shaped floor-side heat insulation section 32 covering the lower surface of the floor slab 16, and an indoor side of the outer wall 12. A flat plate outer wall heat insulating portion 33 covering the side surface, a flat plate lower beam heat insulating portion 34 that covers the lower surface of the steel beam 15 and connects the outer wall heat insulating portion 33 and the beam side heat insulating portion 31, and a web 25c of the orthogonal beam 25 And a plate-like orthogonal beam heat insulating portion 36 that covers the plate. The beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are configured by a beam floor heat insulating member 50 obtained by bending a flat plate. The detailed configuration of the beam floor heat insulating member 50 will be described later. The outer wall heat insulating portion 33, the under-beam heat insulating portion 34, and the orthogonal beam heat insulating portion 36 are configured by separate flat plate members. In this embodiment, what consists of a phenol resin foam is employ | adopted as each heat insulation part, and Neomafoam (trademark) is specifically used. Thus, each heat insulation part is formed with airtightness. Moreover, the joint of each heat insulation part is block | closed by sticking an airtight tape ranging from one heat insulation part to the other heat insulation part. Moreover, it is also possible to employ | adopt polyethylene foam (PE) instead of the said phenol resin foam as each heat insulation part.

梁側断熱部31は、鉄骨梁15の上フランジ15a及び下フランジの屋内側の端面に接触するように設けられており、上フランジ15aの屋内側の端面から下フランジ15bの屋内側の端面に亘って上下方向に延びている。床側断熱部32は、鉄骨梁15の上フランジ15aの屋内側の端面から床スラブ16の下面を覆うように、屋内側へ向かって水平に延びている。外壁断熱部33は、床スラブ16の直下の階の外壁12の屋内側の側面の略全域を覆うように上下方向に延びている。外壁断熱部33の上端小口面33aは、鉄骨梁15の下フランジ15bの下面との間で梁下断熱部34の厚さ程度の隙間を空けている。梁側断熱部31の上端部と上フランジ15aの端部との間には、気密性を有する貼着部材(両面テープ)46が貼り付けられている。   The beam-side heat insulating portion 31 is provided so as to be in contact with the indoor end faces of the upper flange 15a and the lower flange of the steel beam 15, and from the indoor end face of the upper flange 15a to the indoor end face of the lower flange 15b. It extends vertically. The floor-side heat insulating portion 32 extends horizontally toward the indoor side so as to cover the lower surface of the floor slab 16 from the end surface on the indoor side of the upper flange 15a of the steel beam 15. The outer wall heat insulating portion 33 extends in the vertical direction so as to cover substantially the entire area of the side surface on the indoor side of the outer wall 12 of the floor immediately below the floor slab 16. An upper end small edge surface 33a of the outer wall heat insulating portion 33 is spaced from the lower surface of the lower flange 15b of the steel beam 15 by a gap about the thickness of the lower beam heat insulating portion 34. Between the upper end portion of the beam-side heat insulating portion 31 and the end portion of the upper flange 15a, an adhesive member (double-sided tape) 46 having airtightness is attached.

梁下断熱部34は、鉄骨梁15の幅よりも幅広な平板状に形成される。梁下断熱部34の外壁側小口部は、鉄骨梁15の下フランジ15bの外壁側の端部よりも外壁側まで延びており、屋内側小口部は、鉄骨梁15の下フランジ15bの屋内側の端部よりも屋内側まで延びている。屋内側小口部は、梁側断熱部31を載置できる程度に、下フランジ15bの端部より、屋内側に突出している。梁下断熱部34は、外壁側小口部の下面34cを外壁断熱部33の上端小口面33aに当接させた状態で設けられている。梁下断熱部34は、屋内側小口部の上面34dを梁側断熱部31の下端小口面31aに当接させた状態で設けられている。これによれば、梁下断熱部34の上面34dが梁側断熱部31の下端小口面31aを受けることとなる。   The under-beam heat insulating portion 34 is formed in a flat plate shape wider than the width of the steel beam 15. The outer wall side edge of the under-beam heat insulating part 34 extends to the outer wall side from the end of the lower flange 15b of the steel beam 15 to the outer wall side, and the indoor side edge is the indoor side of the lower flange 15b of the steel beam 15 It extends to the indoor side from the end of the. The indoor side edge part protrudes to the indoor side from the end of the lower flange 15b to the extent that the beam-side heat insulating part 31 can be placed. The under-beam heat insulating portion 34 is provided in a state in which the lower surface 34 c of the outer wall side fore edge portion is in contact with the upper end fore edge surface 33 a of the outer wall heat insulating portion 33. The under-beam heat insulating portion 34 is provided in a state where the upper surface 34 d of the indoor side small edge portion is in contact with the lower end small edge surface 31 a of the beam side heat insulating portion 31. According to this, the upper surface 34 d of the under-beam heat insulating portion 34 receives the lower end facet 31 a of the beam-side heat insulating portion 31.

鉄骨梁15には、外壁12を支持する支持金具17と、当該支持金具17を鉄骨梁15に固定する固定具40が設けられている。図4に示すように、固定具40は、ボルト41及びナット42で構成されており、支持金具17と鉄骨梁15の下フランジ15bとを重ね合わせた部分を締結している。固定具40は、鉄骨梁15の下面から突出する突出部43を有している。突出部43は、ボルト41のうち、支持金具17及び下フランジ15bよりも下方に突出した部分、及びナット42で構成されている。   The steel beam 15 is provided with a support bracket 17 that supports the outer wall 12 and a fixture 40 that fixes the support bracket 17 to the steel beam 15. As shown in FIG. 4, the fixture 40 includes a bolt 41 and a nut 42, and fastens a portion where the support bracket 17 and the lower flange 15 b of the steel beam 15 are overlapped. The fixture 40 has a protruding portion 43 that protrudes from the lower surface of the steel beam 15. The projecting portion 43 includes a portion of the bolt 41 that projects downward from the support fitting 17 and the lower flange 15 b, and a nut 42.

図4(a)に示す例では、梁下断熱部34は、少なくとも突出部43の突出長さD1よりも大きい厚さt1を有している。梁下断熱部34は、突出部43に突き刺された状態で鉄骨梁15の下面の下方に設けられている。梁下断熱部34は、突出部43の部分で押しつぶされており、当該突出部43が挿入された部分で支持される。梁下断熱部34の厚さt1は突出部43の突出長さD1よりも大きいため、突出部43の先端が梁下断熱部34を貫通することが防止されている。   In the example illustrated in FIG. 4A, the under-beam heat insulating portion 34 has a thickness t <b> 1 that is at least larger than the protruding length D <b> 1 of the protruding portion 43. The under-beam heat insulating portion 34 is provided below the lower surface of the steel beam 15 in a state of being pierced by the protruding portion 43. The under-beam heat insulating portion 34 is crushed by the portion of the protruding portion 43 and supported by the portion where the protruding portion 43 is inserted. Since the thickness t1 of the under-beam heat insulating portion 34 is larger than the protruding length D1 of the protruding portion 43, the tip of the protruding portion 43 is prevented from penetrating the under-beam insulating portion 34.

図4(b)に示す例では、梁下断熱部34は、突出部43の圧入に伴う膨出を許容する膨出性を有している。梁下断熱部34は、突出部43に突き刺された状態で鉄骨梁15の下面の下方に設けられている。梁下断熱部34は、突出部43の部分で押しつぶされており、更に当該突出部43が挿入された部分が膨出している。また、突出部43が挿入された部分で支持される。梁下断熱部34は、突出部43が挿入された部分で膨出するため、突出部43の先端が梁下断熱部34を貫通することが防止されている。梁下断熱部34の厚さt1は特に限定されないが、突出部43の突出長さD1と略同じ厚さであっても、貫通することが防止される。   In the example shown in FIG. 4B, the under-beam heat insulating portion 34 has a bulging property that allows bulging due to the press-fitting of the protruding portion 43. The under-beam heat insulating portion 34 is provided below the lower surface of the steel beam 15 in a state of being pierced by the protruding portion 43. The under-beam heat insulating portion 34 is crushed by the portion of the protruding portion 43, and the portion where the protruding portion 43 is inserted further bulges. Further, the protrusion 43 is supported by the inserted portion. Since the under-beam heat insulating portion 34 swells at the portion where the protruding portion 43 is inserted, the tip of the protruding portion 43 is prevented from penetrating the under-beam heat insulating portion 34. Although the thickness t1 of the under-beam heat insulating portion 34 is not particularly limited, even if the thickness t1 is approximately the same as the protruding length D1 of the protruding portion 43, penetration is prevented.

図2及び図3に戻り、直交梁断熱部36は、直交梁25の上フランジ25aと下フランジ25bとの間に配置される平板状に形成される。直交梁断熱部36の上端小口面36cは上フランジ25aと当接し、下端小口面36dは下フランジ25bと当接する。直交梁断熱部36は、直交梁25の外壁側の端面から屋内側へ向かって延びており、少なくとも床側断熱部32よりも屋内側まで延びている。直交梁断熱部36の一方の平板面36aはウェブ25cと当接しており、他方の平板面36bは、上フランジ25a及び下フランジ25bの端部と略一致している。直交梁25が鉄骨梁15と接合される部分では、床側断熱部32及び梁側断熱部31、すなわち梁床断熱部材50の端部50aは、直交梁断熱部36の平板面36bと当接している。梁下断熱部34は、直交梁25の下面を跨いでいる。ただし、梁下断熱部34は、図示されない柱の部分で当該柱の形状に合わせてカットされている。   2 and 3, the orthogonal beam heat insulating portion 36 is formed in a flat plate shape disposed between the upper flange 25 a and the lower flange 25 b of the orthogonal beam 25. The upper end facet 36c of the orthogonal beam heat insulating portion 36 is in contact with the upper flange 25a, and the lower end facet 36d is in contact with the lower flange 25b. The orthogonal beam heat insulating portion 36 extends from the end surface on the outer wall side of the orthogonal beam 25 toward the indoor side, and extends at least to the indoor side from the floor side heat insulating portion 32. One flat plate surface 36a of the orthogonal beam heat insulating portion 36 is in contact with the web 25c, and the other flat plate surface 36b substantially coincides with the end portions of the upper flange 25a and the lower flange 25b. In the portion where the orthogonal beam 25 is joined to the steel beam 15, the floor side heat insulating portion 32 and the beam side heat insulating portion 31, that is, the end portion 50 a of the beam floor heat insulating member 50 abuts on the flat plate surface 36 b of the orthogonal beam heat insulating portion 36. ing. The under-beam heat insulating portion 34 straddles the lower surface of the orthogonal beam 25. However, the under-beam heat insulating portion 34 is cut in a column portion (not shown) according to the shape of the column.

次に、梁側断熱部31及び床側断熱部32を備え、鉄骨梁15及び床スラブ16の下面とを同時に覆う梁床断熱部材50について説明する。この梁床断熱部材50は、梁側断熱部31と、床側断熱部32を備えており、当該梁側断熱部31と床側断熱部32とは、互いの一方の平板面31b,32b同士が可撓性を有するシート状の連結材51で連結されている。他方の平板面31c,32cは、隙間SPの部分で切断されたシート52で覆われる。このような梁床断熱部材50は、一対のシート層(連結材51とシート52にそれぞれ該当)間にフェノールフォームからなる気密断熱層(断熱部31,32に該当)を挟み込んで形成される板状の断熱板の一方のシート層(シート52)から気密断熱層に亘って切り込みを入れることで形成される。これにより、梁側断熱部31と床側断熱部32が、気密断熱層によりそれぞれ形成されると共に、連結材51が、切り込みの入っていない他方のシート層により形成される。   Next, the beam floor heat insulating member 50 that includes the beam side heat insulating portion 31 and the floor side heat insulating portion 32 and covers the steel beam 15 and the lower surface of the floor slab 16 at the same time will be described. The beam floor heat insulating member 50 includes a beam side heat insulating portion 31 and a floor side heat insulating portion 32, and the beam side heat insulating portion 31 and the floor side heat insulating portion 32 are arranged between one flat surface 31 b and 32 b of each other. Are connected by a flexible sheet-like connecting member 51. The other flat plate surfaces 31c and 32c are covered with a sheet 52 cut at the gap SP. Such a beam floor heat insulating member 50 is a plate formed by sandwiching an airtight heat insulating layer (corresponding to the heat insulating portions 31 and 32) made of phenol foam between a pair of sheet layers (corresponding to the connecting material 51 and the sheet 52, respectively). It is formed by making an incision from one sheet layer (sheet 52) to the airtight heat insulating layer. As a result, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are formed by the airtight heat insulating layer, respectively, and the connecting member 51 is formed by the other sheet layer that is not cut.

図5(a)に示す例では、互いの一方の平板面31b,32bを同一平面上とした状態では、梁側断熱部31の小口面31dと床側断熱部32の小口面32dとは隙間SPを有して対向している。小口面31dと小口面32dとは平行となるように対向している。隙間SPの大きさD2は、梁側断熱部31の小口面31dの高さt2及び床側断熱部32の小口面32dの高さt3の何れか一方と同一或いは僅かに小さく設定されている。隙間SPの大きさD2を梁側断熱部31の小口面31dの高さt2に合わせて設定した場合、図5(b)に示すように、梁側断熱部31及び床側断熱部32が折り込まれることで、隙間SPに梁側断熱部31(一方の断熱部)の小口部が隙間SPに嵌め込まれる。また、梁側断熱部31(一方の断熱部)の小口部における他方の平板面31cが、床側断熱部32(他方の断熱部)の小口面32dに密着した状態となる。また、梁側断熱部31(一方の断熱部)の小口面31dが隙間SPで露出した連結材51に密着した状態となる。梁床断熱部材50は、この状態にて、鉄骨梁15の側面を梁側断熱部31で覆うと共に、床スラブ16の下面を床側断熱部32で覆っている。なお、隙間SPの大きさD2を床側断熱部32の小口面32dの高さt3に合わせて設定した場合、梁側断熱部31及び床側断熱部32が折り込まれることで、隙間SPに床側断熱部32(一方の断熱部)の小口部が隙間SPに嵌め込まれる。また、床側断熱部32(一方の断熱部)の小口部における他方の平板面32cが、梁側断熱部31(他方の断熱部)の小口面31dに密着した状態となる。また、床側断熱部32(一方の断熱部)の小口面32dが隙間SPで露出した連結材51に密着した状態となる。ただし、小口面31dの高さt2と小口面32dの高さt3が等しい場合は、どちらに合わせて隙間SPの大きさD2を設定しても同じ大きさとなるので、梁側断熱部31の小口部と床側断熱部32の小口部のいずれを隙間SPに嵌め込んでもよい。   In the example shown in FIG. 5A, in the state where one of the flat plate surfaces 31b and 32b is on the same plane, there is a gap between the small edge surface 31d of the beam-side heat insulating portion 31 and the small edge surface 32d of the floor-side heat insulating portion 32. Opposite with SP. The facet surface 31d and the facet surface 32d face each other so as to be parallel. The size D2 of the gap SP is set to be the same as or slightly smaller than one of the height t2 of the small edge surface 31d of the beam-side heat insulating portion 31 and the height t3 of the small edge surface 32d of the floor-side heat insulating portion 32. When the size D2 of the gap SP is set in accordance with the height t2 of the small edge surface 31d of the beam-side heat insulating portion 31, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are folded as shown in FIG. As a result, the small edge portion of the beam-side heat insulating portion 31 (one heat insulating portion) is fitted into the gap SP. Further, the other flat plate surface 31c in the small edge portion of the beam side heat insulating portion 31 (one heat insulating portion) is in close contact with the small edge surface 32d of the floor side heat insulating portion 32 (the other heat insulating portion). In addition, the small end surface 31d of the beam-side heat insulating portion 31 (one heat insulating portion) is in close contact with the connecting member 51 exposed through the gap SP. In this state, the beam floor heat insulating member 50 covers the side surface of the steel beam 15 with the beam side heat insulating portion 31 and the lower surface of the floor slab 16 with the floor side heat insulating portion 32. When the size D2 of the gap SP is set in accordance with the height t3 of the small-mouth surface 32d of the floor-side heat insulating portion 32, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are folded, so that the floor SP enters the gap SP. The small edge portion of the side heat insulating portion 32 (one heat insulating portion) is fitted into the gap SP. Further, the other flat plate surface 32c in the small edge portion of the floor side heat insulating portion 32 (one heat insulating portion) is in close contact with the small edge surface 31d of the beam side heat insulating portion 31 (the other heat insulating portion). In addition, the small end surface 32d of the floor-side heat insulating portion 32 (one heat insulating portion) is in close contact with the connecting member 51 exposed through the gap SP. However, when the height t2 of the small face 31d is equal to the height t3 of the small face 32d, the same size is obtained regardless of which the size D2 of the gap SP is set. Any of the opening part and the small edge part of the floor side heat insulating part 32 may be fitted into the gap SP.

図5(c)に示す例では、梁側断熱部31及び床側断熱部32は、一方の平板面31b,32bから他方の平板面31c,32cに向けて傾斜状に形成された傾斜小口面31e,32eを有している。互いの一方の平板面31b,32bを同一平面上とした状態では、梁側断熱部31の傾斜小口面31eと床側断熱部32の傾斜小口面32eとは、それぞれの先端部31f,32fを突き合わせた状態で対向している。図5(d)に示すように、梁床断熱部材50は、梁側断熱部31及び床側断熱部32が折り込まれることで、互いの傾斜小口面31e,32eが密着した状態となる。梁床断熱部材50は、この状態にて、鉄骨梁15の側面を梁側断熱部31で覆うと共に、床スラブ16の下面を床側断熱部32で覆っている。   In the example shown in FIG. 5C, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are inclined small edge surfaces formed in an inclined shape from one flat plate surface 31b, 32b toward the other flat plate surface 31c, 32c. 31e and 32e. In a state where one of the flat plate surfaces 31b and 32b is on the same plane, the inclined fore edge surface 31e of the beam-side heat insulating portion 31 and the inclined fore edge surface 32e of the floor-side heat insulating portion 32 are respectively connected to the respective front end portions 31f and 32f. It is facing in the face-to-face state. As shown in FIG. 5 (d), the beam floor heat insulating member 50 is in a state in which the inclined facets 31e and 32e are in close contact with each other when the beam side heat insulating portion 31 and the floor side heat insulating portion 32 are folded. In this state, the beam floor heat insulating member 50 covers the side surface of the steel beam 15 with the beam side heat insulating portion 31 and the lower surface of the floor slab 16 with the floor side heat insulating portion 32.

連結材51は、梁側断熱部31と床側断熱部32とを折り込むときに折り曲げられる折れ部51aを有している。図5(a)に示す梁床断熱部材50の場合、梁側断熱部31を隙間SPに嵌めるように折り込む場合(図5(b)の場合)は、当該梁側断熱部31の小口面31dの位置が連結材51の折れ部51aに該当する。なお、床側断熱部32を隙間SPに嵌めるように折り込む場合は、当該床側断熱部32の小口面32dの位置が連結材51の折れ部51aに該当する。図5(c)に示す梁床断熱部材50の場合、先端部31f,32fの位置が連結材51の折れ部51aに該当する。梁床断熱部材50を設置する際、連結材51の折れ部51aの位置は、鉄骨梁15の上端部(上フランジ15aの端部)と当接する位置に該当する(図2参照)。連結材51の表面には、少なくとも折れ部51aに沿って当該折れ部51aを鉄骨梁15の上端部に貼着する気密性を有する貼着部材46が設けられている。これにより、図2に示すように、梁床断熱部材50では、貼着部材46を介して折れ部51aが鉄骨梁15の上端部に密着している。これにより、梁床断熱部材50と鉄骨梁15の上フランジ15aとの間の気密性が確保されている。なお、図2及び図5に示すように、貼着部材46は、折れ部51a付近の領域のうち鉄骨梁15の上端部と当接する部分にのみ(梁側断熱部31側の一部のみ)形成されていればよい。ただし、後述の図7のように、床側断熱部32まで及んでいてよい。   The connecting member 51 has a bent portion 51 a that is bent when the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are folded. In the case of the beam floor heat insulating member 50 shown in FIG. 5A, when the beam side heat insulating portion 31 is folded so as to fit in the gap SP (in the case of FIG. 5B), the small facet 31d of the beam side heat insulating portion 31 is provided. Corresponds to the bent portion 51 a of the connecting member 51. When the floor-side heat insulating portion 32 is folded so as to fit into the gap SP, the position of the small edge surface 32d of the floor-side heat insulating portion 32 corresponds to the bent portion 51a of the connecting member 51. In the case of the beam floor heat insulating member 50 shown in FIG. 5C, the positions of the tip portions 31 f and 32 f correspond to the bent portion 51 a of the connecting member 51. When the beam floor heat insulating member 50 is installed, the position of the bent portion 51a of the connecting member 51 corresponds to a position in contact with the upper end portion of the steel beam 15 (the end portion of the upper flange 15a) (see FIG. 2). On the surface of the connecting member 51, there is provided a sticking member 46 having airtightness for sticking the bent portion 51 a to the upper end portion of the steel beam 15 along at least the bent portion 51 a. Accordingly, as shown in FIG. 2, in the beam floor heat insulating member 50, the bent portion 51 a is in close contact with the upper end portion of the steel beam 15 through the sticking member 46. Thereby, the airtightness between the beam floor heat insulation member 50 and the upper flange 15a of the steel beam 15 is ensured. As shown in FIGS. 2 and 5, the sticking member 46 is only in a portion in contact with the upper end portion of the steel beam 15 in a region near the bent portion 51 a (only a part on the beam-side heat insulating portion 31 side). It only has to be formed. However, it may extend to the floor-side heat insulating portion 32 as shown in FIG.

次に、本実施形態に係る断熱ライン形成方法の手順について説明する。まず、鉄骨梁15の下面を覆う平板状の梁下断熱部34を、鉄骨梁15の下面に仮止めする(第1工程)。このとき、梁下断熱部34は、固定具40の突出部43が挿入されることにより仮止めされる。次に、外壁12の屋内側の側面を覆う平板状の外壁断熱部33を、その上端小口面33aを梁下断熱部34の下面34cに当接させた状態で外壁12の屋内側の側面に沿って設ける(第2工程)。次に、鉄骨梁15の屋内側の側面を覆う平板状の梁側断熱部31を、その下端小口面31aを梁下断熱部34の上面34dに当接させた状態で鉄骨梁15の屋内側の側面に沿って設ける(第3工程)。第3工程では、折り込まれた状態の梁床断熱部材50を取り付けるため、梁側断熱部31と同時に床側断熱部32が設けられる。梁床断熱部材50は、貼着部材46を介して鉄骨梁15の上フランジ15aに固定される。   Next, the procedure of the heat insulation line formation method which concerns on this embodiment is demonstrated. First, a flat plate-shaped under-beam heat insulating portion 34 that covers the lower surface of the steel beam 15 is temporarily fixed to the lower surface of the steel beam 15 (first step). At this time, the under-beam heat insulating portion 34 is temporarily fixed by inserting the protruding portion 43 of the fixture 40. Next, the flat outer wall heat insulating portion 33 covering the indoor side surface of the outer wall 12 is placed on the indoor side surface of the outer wall 12 in a state where the upper end small edge surface 33a is in contact with the lower surface 34c of the under beam heat insulating portion 34. Provided along (second step). Next, the indoor side of the steel beam 15 in the state where the flat beam-side heat insulating portion 31 covering the side surface on the indoor side of the steel beam 15 is in contact with the upper surface 34d of the lower-side heat insulating portion 34 at the lower end face 31a. (3rd process). In the third step, the floor-side heat insulating portion 32 is provided simultaneously with the beam-side heat insulating portion 31 in order to attach the folded beam floor heat insulating member 50. The beam floor heat insulating member 50 is fixed to the upper flange 15 a of the steel beam 15 via the sticking member 46.

または、断熱ライン形成方法の別の手順として、断熱ラインを次の手順にて形成してもよい。まず、鉄骨梁15の屋内側の側面を覆う平板状の梁側断熱部31を、鉄骨梁15の屋内側の側面に沿って設ける(第1工程)。第1工程では、折り込まれた状態の梁床断熱部材50を取り付けるため、梁側断熱部31と同時に床側断熱部32が設けられる。梁床断熱部材50は、貼着部材46を介して鉄骨梁15の上フランジ15aに固定される。次に、鉄骨梁15の下面を覆う平板状の梁下断熱部34を、その上面34dを梁側断熱部31の下端小口面31aに当接させた状態で鉄骨梁15の下面に仮止めする(第2工程)。次に、外壁12の屋内側の側面を覆う平板状の外壁断熱部33を、その上端小口面33aを梁下断熱部の下面34cに当接させた状態で外壁12の屋内側の側面に沿って設ける(第3工程)。   Or you may form a heat insulation line in the following procedure as another procedure of the heat insulation line formation method. First, a plate-shaped beam-side heat insulating portion 31 that covers the indoor side surface of the steel beam 15 is provided along the indoor side surface of the steel beam 15 (first step). In the first step, the floor-side heat insulating portion 32 is provided simultaneously with the beam-side heat insulating portion 31 in order to attach the folded beam floor heat insulating member 50. The beam floor heat insulating member 50 is fixed to the upper flange 15 a of the steel beam 15 via the sticking member 46. Next, the flat plate-shaped under-beam heat insulating portion 34 covering the lower surface of the steel beam 15 is temporarily fixed to the lower surface of the steel beam 15 with the upper surface 34d in contact with the lower end face 31a of the beam-side heat insulating portion 31. (Second step). Next, the flat outer wall heat insulating portion 33 covering the side surface on the indoor side of the outer wall 12 is aligned along the side surface on the indoor side of the outer wall 12 with its upper end face 33a in contact with the lower surface 34c of the under beam heat insulating portion. (Third step).

次に、本実施形態に係る断熱構造100、断熱方法、及び梁床断熱部材50の作用・効果について説明する。   Next, functions and effects of the heat insulating structure 100, the heat insulating method, and the beam floor heat insulating member 50 according to the present embodiment will be described.

本実施形態に係る梁の断熱構造100によれば、梁下断熱部34が平板状に形成されるので、部材としての単純化が図られることとなる。また、当該部材を鉄骨梁15の下方に対向させて設置するため、施工中に落下することが考えられるが、当該梁下断熱部34の外壁側小口部の下面34cに外壁断熱部33の上端小口面33aが当接し、これによって、梁下断熱部34は、外壁側小口部が外壁断熱部33と鉄骨梁15とにより挟持されることとなり、落下が防止される。これにより、落下防止のための施工の手間を削減することができる。以上により、外壁12から鉄骨梁15にわたる断熱ラインを形成する場合でも、部材点数を可及的抑制して施工手間(施工工程)を可能な限り抑えることができる。   According to the heat insulating structure 100 for a beam according to the present embodiment, the under-heat insulating portion 34 is formed in a flat plate shape, so that simplification as a member is achieved. Further, since the member is installed facing the lower side of the steel beam 15, it may be dropped during construction, but the upper end of the outer wall heat insulating portion 33 is placed on the lower surface 34 c of the outer wall side fore edge portion of the lower beam heat insulating portion 34. The small edge surface 33a comes into contact, and the outer wall side small edge portion of the under-beam heat insulating portion 34 is sandwiched between the outer wall heat insulating portion 33 and the steel beam 15, and the fall is prevented. Thereby, the effort of construction for fall prevention can be reduced. As described above, even when a heat insulation line extending from the outer wall 12 to the steel beam 15 is formed, the number of members can be suppressed as much as possible, thereby reducing the construction labor (construction process) as much as possible.

また、本実施形態に係る梁の断熱構造100によれば、梁下断熱部34は、少なくとも突出部43の突出長さD1よりも大きい厚さt1を有し、当該突出部43に突き刺された状態で鉄骨梁15の下面の下方に設けられている(図4(a)参照)。これによれば、梁下断熱部34は、固定具40の突出部43に突き刺されることで一時的に仮固定されることとなる。これによって当該梁下断熱部34を鉄骨梁15の下面に対向させた状態に保持するための施工手間を削減することができる(あるいは、当該部材の施工時の落下の頻度をさらに下げることができる)。また、梁下断熱部34の厚さt1が固定具40の突出部43の突出長さD1よりも大きく形成されているので、当該梁下断熱部34を固定具40の突出部43に突き刺したとしても、当該固定具40が梁下断熱部34を貫通する虞はなく、これによって、かかる施工に伴う断熱ラインの破断を回避することができる。また、固定具40は断熱ライン形成部30と外壁12との間の梁設置空間に設けられているために当該空間の空気と接触して冷たくなるが、上記の如き断熱ラインの破断の回避により、冷たくなった固定具40と屋内側の空気が接触することが回避され、これらの接触に伴う結露の発生が防止されるものとなっている。
Moreover, according to the heat insulation structure 100 of a beam concerning this embodiment, the under-beam heat insulation part 34 has thickness t1 larger than the protrusion length D1 of the protrusion part 43 at least, and was stabbed by the said protrusion part 43 In the state, it is provided below the lower surface of the steel beam 15 (see FIG. 4A). According to this, the under-beam heat insulating part 34 is temporarily fixed by being pierced by the protruding part 43 of the fixture 40. As a result, it is possible to reduce the time and labor required to hold the under-beam heat insulating portion 34 in a state of facing the lower surface of the steel beam 15 (or to further reduce the frequency of dropping of the member during construction). ). Further, since the thickness t1 of the under-beam heat insulating portion 34 is formed larger than the protruding length D1 of the protruding portion 43 of the fixture 40, the under-beam heat insulating portion 34 is pierced into the protruding portion 43 of the fixture 40. Even so, there is no possibility that the fixture 40 penetrates the under-beam heat insulating portion 34, thereby preventing breakage of the heat insulating line accompanying such construction. Further, since the fixture 40 is provided in the beam installation space between the heat insulation line forming portion 30 and the outer wall 12, it cools in contact with the air in the space, but by avoiding the breakage of the heat insulation line as described above. The contact between the cooled fixture 40 and the indoor air is avoided, and the occurrence of condensation due to these contacts is prevented.

また、本実施形態に係る梁の断熱構造100において、梁下断熱部34は、突出部43の圧入に伴う膨出を許容する膨出性を有しており、当該突出部43に突き刺された状態で鉄骨梁15の下面の下方に設けられている(図4(b)参照)。これによれば、梁下断熱部34は、固定具40の突出部43に突き刺されることで一時的に仮固定されることとなり、これによって当該梁下断熱部34を鉄骨梁15の下面に対向させた状態に保持するための施工手間を削減することができる(あるいは、当該部材の施工時の落下の頻度をさらに下げることができる)。また、梁下断熱部34が上述の如き膨出性を備えているので、当該梁下断熱部34を固定具40の突出部43に突き刺したとしても、当該固定具40が梁下断熱部34を貫通する虞はなく、これによって、かかる施工に伴う断熱ラインの破断を回避することができる。また、固定具40は断熱ライン形成部30と外壁12との間の梁設置空間に設けられているために当該空間の空気と接触して冷たくなるが、上記の如き断熱ラインの破断の回避により、冷たくなった固定具40と屋内側の空気が接触することが回避され、これらの接触に伴う結露の発生が防止されるものとなっている。   Further, in the heat insulating structure 100 of the beam according to the present embodiment, the under-beam heat insulating portion 34 has a bulging property that allows bulging due to the press-fitting of the protruding portion 43, and is pierced by the protruding portion 43. In the state, it is provided below the lower surface of the steel beam 15 (see FIG. 4B). According to this, the under-beam heat insulating part 34 is temporarily fixed by being pierced by the protruding part 43 of the fixture 40, and thereby the under-beam heat insulating part 34 is opposed to the lower surface of the steel beam 15. It is possible to reduce the time and labor required for maintaining the held state (or to further reduce the frequency of dropping during construction of the member). Further, since the under-beam heat insulating portion 34 has the bulging property as described above, even if the under-beam heat insulating portion 34 is pierced into the protruding portion 43 of the fixing tool 40, the fixing tool 40 is below the under-beam heat insulating portion 34. There is no possibility of penetrating through, so that breakage of the heat insulation line accompanying such construction can be avoided. Further, since the fixture 40 is provided in the beam installation space between the heat insulation line forming portion 30 and the outer wall 12, it cools in contact with the air in the space, but by avoiding the breakage of the heat insulation line as described above. The contact between the cooled fixture 40 and the indoor air is avoided, and the occurrence of condensation due to these contacts is prevented.

また、本実施形態に係る梁の断熱構造100において、各断熱部31〜36は気密性を有して形成されると共に、各断熱部31〜36の継ぎ目には、一方の断熱部から他方の断熱部に亘って室内側から気密テープ(図示省略)が貼着されている。これにより、断熱部間の継ぎ目が気密テープにより塞がれることとなるので、断熱部を連結することにより形成される断熱ラインに一致させて気密ラインを形成することができるものとなっている。   Moreover, in the heat insulation structure 100 of the beam which concerns on this embodiment, while each heat insulation part 31-36 is formed with airtightness, in the joint of each heat insulation part 31-36, from one heat insulation part to the other An airtight tape (not shown) is attached from the indoor side over the heat insulating portion. Thereby, since the joint between heat insulation parts will be block | closed with an airtight tape, it can match with the heat insulation line formed by connecting a heat insulation part, and an airtight line can be formed.

また、本実施形態に係る断熱ライン形成方法では、梁下断熱部34を鉄骨梁15の下面に仮止めする工程(第1工程)、外壁断熱部33を、その上端小口面33aを梁下断熱部34の下面に当接させた状態で外壁12の屋内側の側面に沿って設ける工程(第2工程)、梁側断熱部31を、その下端小口面31aを梁下断熱部34の上面34dに当接させた状態で鉄骨梁15の屋内側の側面に沿って設ける工程(第3工程)という手順により、これら断熱部によって形成される断熱ラインの内側と外側に跨る小口面が鉛直状に形成される構成を簡便な施工手順により形成することができる。また、第1工程で鉄骨梁15の下面に仮固定された梁下断熱部34は、その後に続く第2工程により外壁断熱部33に支持される(鉄骨梁15と外壁断熱部33により挟持される)こととなり、その後の施工における梁下断熱部34の落下の頻度を可及的下げることができる。   Further, in the heat insulation line forming method according to the present embodiment, a step of temporarily fixing the under-beam heat insulating portion 34 to the lower surface of the steel beam 15 (first step), the outer wall heat insulating portion 33, and the upper end edge surface 33a of the lower end heat insulating surface 33a are heat-insulated under the beam. A step of providing along the indoor side surface of the outer wall 12 in a state of being in contact with the lower surface of the portion 34 (second step), the beam-side heat insulating portion 31, and the lower end small end surface 31 a of the upper surface 34 d of the under-beam heat insulating portion 34. By the procedure of a step (third step) provided along the side surface on the indoor side of the steel beam 15 in a state where the steel frame 15 is in contact with the frame, the fore end surface straddling the inner side and the outer side of the heat insulating line formed by these heat insulating portions becomes vertical. The structure to be formed can be formed by a simple construction procedure. In addition, the under-beam heat insulating portion 34 temporarily fixed to the lower surface of the steel beam 15 in the first step is supported by the outer wall heat insulating portion 33 in the subsequent second step (sandwiched between the steel beam 15 and the outer wall heat insulating portion 33). Therefore, the frequency of dropping of the under-beam heat insulating portion 34 in the subsequent construction can be reduced as much as possible.

本実施形態に係る建物の断熱ライン形成方法では、梁側断熱部31を鉄骨梁15の屋内側の側面に沿って設ける工程(第4工程)、梁下断熱部34を、その上面34dを梁側断熱部31の下端小口面31aに当接させた状態で鉄骨梁15の下面に仮止めする工程(第5工程)、外壁断熱部33を、その上端小口面33aを梁下断熱部の下面34cに当接させた状態で外壁12の屋内側の側面に沿って設ける工程(第6工程)という手順により、これら断熱部によって形成される断熱ラインの内側と外側に跨る小口面が鉛直状に形成される構成を簡便な施工手順により形成することができる。また、第4工程で鉄骨梁15の側面に設けられた梁側断熱部31の下端小口面31aは、その後に続く第5工程に仮止めされる梁下断熱部34の屋内側の上面34dと接合することによって、当該梁下断熱部34を支持できることとなり、その後の施工における梁下断熱部34の落下の頻度を可及的下げることができる。   In the building heat insulation line forming method according to the present embodiment, the step of providing the beam-side heat insulating portion 31 along the side surface on the indoor side of the steel beam 15 (fourth step), the under-beam heat insulating portion 34, and the upper surface 34d of the beam A step of temporarily fixing to the lower surface of the steel beam 15 in a state of being in contact with the lower end edge surface 31a of the side heat insulating portion 31 (fifth step); The small facet straddling the inner side and the outer side of the heat insulation line formed by these heat insulation parts is made vertical by a procedure of a step (sixth step) provided along the side surface on the indoor side of the outer wall 12 in a state of being in contact with 34c. The structure to be formed can be formed by a simple construction procedure. In addition, the lower end facet 31a of the beam-side heat insulating portion 31 provided on the side surface of the steel beam 15 in the fourth step is connected to the indoor upper surface 34d of the under-beam heat insulating portion 34 temporarily fixed in the subsequent fifth step. By joining, the said under-beam heat insulation part 34 can be supported, and the frequency of the fall of the under-beam heat insulation part 34 in subsequent construction can be lowered as much as possible.

本実施形態の図5(a)に示す梁床断熱部材50、及びそれを用いた断熱構造100によれば、梁側断熱部31と床側断熱部32の何れか一方の小口面31d,32dで当該隙間SPを埋めるように折り込むことで、一方の断熱部の小口部における他方の平板面に他方の断熱部の小口面が当接する。これによって、梁床断熱部材50が図5(b)に示すような屈曲状に折れた形状となる。このように折れた形状の梁床断熱部材50を鉄骨梁15の側面と床スラブ16の下面に当接させることにより、入り隅状に形成されて断熱施工を施し難い鉄骨梁15から床スラブ16の下面に切り替わる部分の断熱施工を1の断熱部材をもって容易に行うことができるものとなる。また、上述の如く小口面31d,32d同士を突き合わせて折れ部が形成されており、該折れ部に沿って両断熱部31,32を折り込むことで当該両断熱部31,32の小口部同士が突き合わされた状態が形成されるため、当該折れ部は、平板部と同程度の断熱性が確保されるものとなっている。以上によって、鉄骨梁15と床スラブ16の下面とに亘って断熱施工を施す場合でも、断熱性を確保しつつ、部材点数を削減して且つ施工順の削減も図ることができる。   According to the beam floor heat insulating member 50 and the heat insulating structure 100 using the same shown in FIG. 5A of the present embodiment, the small facets 31d and 32d of either the beam side heat insulating portion 31 or the floor side heat insulating portion 32 are used. Then, the small edge surface of the other heat insulating portion comes into contact with the other flat plate surface of the small edge portion of one heat insulating portion. As a result, the beam floor heat insulating member 50 has a bent shape as shown in FIG. By contacting the side wall of the steel beam 15 and the lower surface of the floor slab 16 with the beam floor heat insulating member 50 having such a bent shape, the floor slab 16 is formed from the steel beam 15 which is formed into a corner shape and is difficult to perform heat insulation. The heat insulation construction of the portion that switches to the lower surface of can be easily performed with one heat insulating member. Further, as described above, the small edge surfaces 31d and 32d are abutted with each other to form a fold portion, and the both heat insulating portions 31 and 32 are folded along the fold portion so that the small edge portions of the both heat insulating portions 31 and 32 are formed. Since the butt | matched state is formed, the said folding part is ensuring the heat insulation property comparable as a flat plate part. As described above, even when heat insulation is performed over the steel beam 15 and the lower surface of the floor slab 16, it is possible to reduce the number of members and reduce the order of construction while ensuring heat insulation.

本実施形態の図5(c)に示す梁床断熱部材50、及びそれを用いた断熱構造100では、梁側断熱部31と床側断熱部32の傾斜小口面31e,32eを当接させることで、図5(d)に示すように、梁床断熱部材50が屈曲状に折れた形状となる。そして、当該折れた形状の梁床断熱部材50を鉄骨梁15の側面と床スラブ16の下面に当接させることにより、入り隅状に形成されて断熱施工を施し難い鉄骨梁から床スラブ16の下面に切り替わる部分の断熱施工を1の断熱部材をもって容易に行うことができるものとなる。また、上述の如く傾斜小口面31e,32e同士を突き合わせて折れ部が形成されており、該折れ部に沿って両断熱部31,32を折り込むことで当該両断熱部31,32の小口部同士が突き合わされた状態が形成されるため、当該折れ部は、平板部と同程度の断熱性が確保されるものとなっている。以上によって、鉄骨梁15と床スラブ16の下面とに亘って断熱施工を施す場合でも、断熱性を確保しつつ、部材点数を削減して且つ施工順の削減も図ることができる。   In the beam floor heat insulating member 50 and the heat insulating structure 100 using the same shown in FIG. 5C of the present embodiment, the beam-side heat insulating portion 31 and the inclined edge surfaces 31e and 32e of the floor side heat insulating portion 32 are brought into contact with each other. Thus, as shown in FIG. 5 (d), the beam floor heat insulating member 50 is bent. Then, the beam floor heat insulating member 50 having the broken shape is brought into contact with the side surface of the steel beam 15 and the lower surface of the floor slab 16, so that the floor slab 16 is formed from the steel beam that is formed into a corner shape and is difficult to perform heat insulation. The heat insulation work of the part switched to a lower surface can be easily performed with one heat insulation member. Further, as described above, the beveled portions are formed by abutting the inclined fore edge surfaces 31e and 32e, and the both end portions of the heat insulating portions 31 and 32 are formed by folding the heat insulating portions 31 and 32 along the bent portion. Therefore, the folded portion is ensured to have the same thermal insulation as the flat plate portion. As described above, even when heat insulation is performed over the steel beam 15 and the lower surface of the floor slab 16, it is possible to reduce the number of members and reduce the order of construction while ensuring heat insulation.

本実施形態に係る梁床断熱部材50では、一対のシート層間にフェノールフォームからなる気密断熱層を挟み込んで形成される板状の断熱板の一方のシート層から気密断熱層に亘って切り込みを入れることで、梁側断熱部31と床側断熱部32が、気密断熱層によりそれぞれ形成されると共に、連結材51が、切り込みの入っていない他方のシート層により形成される。これによれば、平板状の断熱板の一方のシート層を切断することなく切り込みを入れることで、容易に梁床断熱部材50を形成することができる。   In the beam floor heat insulating member 50 according to the present embodiment, a cut is made from one sheet layer of a plate-shaped heat insulating plate formed by sandwiching an airtight heat insulating layer made of phenol foam between a pair of sheet layers to the airtight heat insulating layer. Thus, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 are formed by the airtight heat insulating layer, respectively, and the connecting member 51 is formed by the other sheet layer that is not cut. According to this, the beam floor heat insulating member 50 can be easily formed by making a cut without cutting one sheet layer of the flat heat insulating plate.

本実施形態に係る梁床断熱部材50及びそれを用いた断熱構造100において、連結材51は、梁側断熱部31と床側断熱部32とを折り込むときに折り曲げられる折れ部51aを有し、連結材51の表面には、少なくとも折れ部51aに沿って当該折れ部51aを鉄骨梁15の上端部に貼着する気密性を有する貼着部材46が設けられておる。折り込まれた梁床断熱部材50は、当該貼着部材46を介して折れ部51aが鉄骨梁15の上端部に密着している。これによれば、折れ部51aが鉄骨梁15の上端部に取り付けられ、それに合わせて床側断熱部32が床スラブ16の下面に当接すると共に梁側断熱部31も鉄骨梁15の側面に沿うこととなり、当該梁床断熱部材50の取り付けが著しく容易なものとなる。また、当該貼着部材46を介して梁床断熱部材50が梁に取り付けられることとなるので、作業者は、当該梁床断熱材50から手を離して作業を行うことができ、建物に断熱を施す施工全体の作業性を向上させることができるものとなっている。また、当該貼着部材46は気密性を有しているため、小口面同士が当接あるいは対向する折れ部51a付近の気密性も確保される。   In the beam floor heat insulating member 50 and the heat insulating structure 100 using the same according to the present embodiment, the connecting member 51 includes a bent portion 51a that is bent when the beam side heat insulating portion 31 and the floor side heat insulating portion 32 are folded. On the surface of the connecting member 51, there is provided a sticking member 46 having airtightness for sticking the bent portion 51 a to the upper end portion of the steel beam 15 along at least the bent portion 51 a. In the folded beam floor heat insulating member 50, the bent portion 51 a is in close contact with the upper end portion of the steel beam 15 through the sticking member 46. According to this, the bent portion 51 a is attached to the upper end portion of the steel beam 15, and accordingly, the floor-side heat insulating portion 32 abuts on the lower surface of the floor slab 16 and the beam-side heat insulating portion 31 also runs along the side surface of the steel beam 15. Thus, the installation of the beam floor heat insulating member 50 is remarkably easy. In addition, since the beam floor heat insulating member 50 is attached to the beam via the sticking member 46, the operator can perform work by releasing his / her hand from the beam floor heat insulating material 50. It is possible to improve the workability of the entire construction. Further, since the sticking member 46 has airtightness, airtightness in the vicinity of the folded portion 51a where the facets contact or face each other is also ensured.

本発明は、上述の実施形態に限定されるものではない。例えば、外壁12や構造躯体11の構成は、本発明の趣旨の範囲で適宜変更してもよい。それに応じて、各断熱部の材料、厚さ、形状を変更してもよい。   The present invention is not limited to the embodiment described above. For example, the configurations of the outer wall 12 and the structural housing 11 may be changed as appropriate within the scope of the present invention. Accordingly, the material, thickness, and shape of each heat insulating part may be changed.

例えば、梁床断熱部材50の変形例として、図6に示すような構成を採用してもよい。図6(a)に示す梁床断熱部材50は、連結材51が隙間SP付近にのみ設けられている。すなわち、梁側断熱部31の平板面31b,32bはシート材で覆われることなく露出しており、小口面31d,32dが対向する隙間SPのみにおいて、平板面31b,32bの隙間SP付近の縁部に連結材51が取り付けられている。図6(b)に示す梁床断熱部材50は、両断熱部31,32の小口面31d,32dの高さが異なっている。隙間SPの大きさD2は、小口面31d,32dの何れか一方の高さに対応するように形成される。図6(c)に示す梁床断熱部材50は、一方の平板面31b,32bから他方の平板面31c,32cへ向かって平行な小口面31d,32dが形成され、途中から傾斜小口面31e,32eが形成されている。傾斜小口面31eと傾斜小口面32eとは、それぞれの先端部31f,32fが互いに突き合わされた状態で対向している。この梁床断熱部材50を折り曲げた場合、傾斜小口面31e,32e同士が接触する。   For example, as a modification of the beam floor heat insulating member 50, a configuration as shown in FIG. 6 may be adopted. In the beam floor heat insulating member 50 shown in FIG. 6A, the connecting member 51 is provided only in the vicinity of the gap SP. That is, the flat plate surfaces 31b and 32b of the beam-side heat insulating portion 31 are exposed without being covered with the sheet material, and the edges of the flat plate surfaces 31b and 32b in the vicinity of the gap SP are only in the gap SP where the small edge surfaces 31d and 32d face each other. A connecting member 51 is attached to the part. In the beam floor heat insulating member 50 shown in FIG. 6B, the heights of the small edge surfaces 31d and 32d of the heat insulating portions 31 and 32 are different. The size D2 of the gap SP is formed so as to correspond to the height of one of the facets 31d and 32d. The beam floor heat insulating member 50 shown in FIG. 6 (c) has small facets 31d and 32d formed in parallel from one flat face 31b and 32b to the other flat face 31c and 32c. 32e is formed. The inclined fore edge surface 31e and the inclined fore edge surface 32e are opposed to each other in a state where the respective front end portions 31f and 32f are abutted with each other. When the beam floor heat insulating member 50 is bent, the inclined facets 31e and 32e come into contact with each other.

例えば、図7に示すような建物に対して、本発明の変形例に係る断熱構造200を適用してもよい。図7に示す建物においては、床スラブ16は、鉄骨梁15の上面ではなく、鉄骨梁15に接続された取付金具72に取り付けられている。取付金具72はL字状の部材であって、鉄骨梁15のウェブ15cに固定されたブラケット71を介して鉄骨梁15に支持されている。このように、鉄骨梁15の側面からはこれらのブラケット71及び取付金具72が突出した構成となっている。断熱構造200では、梁床断熱部材50の梁側断熱部31と床側断熱部32が直角よりも大きな角度にて折れ曲がっている。すなわち、梁側断熱部31は、下フランジ15bの端部から屋内側へ傾斜するように上側へ延び、ブラケット71及び取付金具72を避けるように床スラブ16の下面まで延びている。梁床断熱部材50の折れ部51aは貼着部材46を介して取付金具72の縁部に貼着している。このような梁側断熱部31と床側断熱部32との間の角度調整は、例えば、隙間SPの傾斜小口面31eと傾斜小口面32eとの間の角度AGの調整によって可能となる(図5(c)参照)。   For example, you may apply the heat insulation structure 200 which concerns on the modification of this invention with respect to a building as shown in FIG. In the building shown in FIG. 7, the floor slab 16 is attached not to the upper surface of the steel beam 15 but to a mounting bracket 72 connected to the steel beam 15. The mounting bracket 72 is an L-shaped member, and is supported by the steel beam 15 via a bracket 71 fixed to the web 15 c of the steel beam 15. As described above, the bracket 71 and the mounting bracket 72 protrude from the side surface of the steel beam 15. In the heat insulating structure 200, the beam side heat insulating portion 31 and the floor side heat insulating portion 32 of the beam floor heat insulating member 50 are bent at an angle larger than a right angle. That is, the beam-side heat insulating portion 31 extends upward from the end of the lower flange 15 b so as to incline indoors, and extends to the lower surface of the floor slab 16 so as to avoid the bracket 71 and the mounting bracket 72. The bent portion 51 a of the beam floor heat insulating member 50 is stuck to the edge of the mounting bracket 72 via the sticking member 46. Such an angle adjustment between the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 can be performed, for example, by adjusting an angle AG between the inclined small edge surface 31e and the inclined small edge surface 32e of the gap SP (see FIG. 5 (c)).

なお、本発明においては、梁側断熱部31と床側断熱部32とが、連結材51によって連結された梁床断熱部材を用いていればよく、各断熱部の小口部の上下面や小口面同士の当接のパターンは、上述のものに限定されない。   In the present invention, the beam-side heat insulating portion 31 and the floor-side heat insulating portion 32 may use the beam floor heat insulating member connected by the connecting member 51, and the upper and lower surfaces and the small openings of the small portions of each heat insulating portion. The contact pattern between the surfaces is not limited to the above.

12…外壁、15,25…鉄骨梁、16…床スラブ、17…支持金具、30…断熱ライン形成部、31…梁側断熱部、32…床側断熱部、33…外壁断熱部、34…梁下断熱部、36…直交梁断熱部、40…固定具、43…突出部、46…貼着部材、50…梁床断熱部材、51…連結材、100,200…断熱構造。   DESCRIPTION OF SYMBOLS 12 ... Outer wall, 15, 25 ... Steel beam, 16 ... Floor slab, 17 ... Support metal fitting, 30 ... Heat insulation line formation part, 31 ... Beam side heat insulation part, 32 ... Floor side heat insulation part, 33 ... Outer wall heat insulation part, 34 ... Insulation under the beam, 36 ... orthogonal beam insulation, 40 ... fixture, 43 ... protrusion, 46 ... sticking member, 50 ... beam floor insulation, 51 ... connecting material, 100, 200 ... insulation structure.

Claims (2)

床スラブと、
前記床スラブを支持する鉄骨梁と、
前記鉄骨梁の屋外側の側面に対向して前記鉄骨梁に支持される外壁と、を有する建物に対して、前記外壁から前記鉄骨梁の下面及び屋内側の側面に亘る断熱ラインを形成する建物の断熱ライン形成方法であって、
前記鉄骨梁の下面を覆う平板状の梁下断熱部を、鉄骨梁の下面から突出する突出部に突き刺すことにより前記鉄骨梁の下面に仮止めする第1工程と、
前記外壁の前記屋内側の側面を覆う平板状の外壁断熱部を、その上端小口面を前記梁下断熱部の下面に当接させた状態で前記外壁の屋内側の側面に沿って設ける第2工程と、
前記鉄骨梁の屋内側の側面を覆う平板状の梁側断熱部を、その下端小口面を前記梁下断熱部の上面に当接させた状態で前記鉄骨梁の屋内側の側面に沿って設ける第3工程と、を有することを特徴とする建物の断熱ライン形成方法。
Floor slabs,
A steel beam supporting the floor slab;
A building having a heat insulation line extending from the outer wall to the lower surface of the steel beam and the side surface on the indoor side with respect to a building having an outer wall supported by the steel beam facing the side surface on the outdoor side of the steel beam A heat insulation line forming method,
A first step of temporarily fixing to the lower surface of the steel beam by sticking a flat plate-shaped under-beam heat insulating portion covering the lower surface of the steel beam into a protruding portion protruding from the lower surface of the steel beam;
A flat outer wall heat insulating portion that covers the indoor side surface of the outer wall is provided along the indoor side surface of the outer wall in a state in which an upper end edge surface is in contact with the lower surface of the under-beam heat insulating portion. Process,
A plate-shaped beam-side heat insulating portion that covers the indoor side surface of the steel beam is provided along the indoor side surface of the steel beam with its lower end small face being in contact with the upper surface of the under-beam heat insulating portion. A heat insulation line forming method for a building, comprising: a third step.
床スラブと、
前記床スラブを支持する鉄骨梁と、
前記鉄骨梁の屋外側の側面に対向して前記鉄骨梁に支持される外壁と、を有する建物に対して、前記外壁から前記鉄骨梁の下面及び屋内側の側面に亘る断熱ラインを形成する建物の断熱ライン形成方法であって、
前記鉄骨梁の屋内側の側面を覆う平板状の梁側断熱部を、前記鉄骨梁の屋内側の側面に沿って設ける第1工程と、
前記鉄骨梁の下面を覆う平板状の梁下断熱部を、その上面を前記梁側断熱部の下端小口面に当接させた状態で、鉄骨梁の下面から突出する突出部に突き刺すことにより前記鉄骨梁の下面に仮止めする第2工程と、
前記外壁の前記屋内側の側面を覆う平板状の外壁断熱部を、その上端小口面を前記梁下断熱部の下面に当接させた状態で前記外壁の屋内側の側面に沿って設ける第3工程と、を有することを特徴とする建物の断熱ライン形成方法。
Floor slabs,
A steel beam supporting the floor slab;
A building having a heat insulation line extending from the outer wall to the lower surface of the steel beam and the side surface on the indoor side with respect to a building having an outer wall supported by the steel beam facing the side surface on the outdoor side of the steel beam A heat insulation line forming method,
A first step of providing a plate-like beam-side heat insulating portion covering the indoor side surface of the steel beam along the indoor side surface of the steel beam;
The plate-shaped under-beam heat insulating portion that covers the lower surface of the steel beam is stabbed into a protruding portion that protrudes from the lower surface of the steel beam with its upper surface in contact with the lower edge of the beam-side heat insulating portion. A second step of temporarily fixing the lower surface of the steel beam;
A flat plate-like outer wall heat insulating portion that covers the indoor side surface of the outer wall is provided along the indoor side surface of the outer wall in a state where the upper end edge surface is in contact with the lower surface of the under-beam heat insulating portion. And a heat insulation line forming method for a building.
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JP4766790B2 (en) * 2001-07-13 2011-09-07 旭化成ホームズ株式会社 Insulation structure of steel beam
JP5118571B2 (en) * 2008-08-01 2013-01-16 旭化成ホームズ株式会社 Thermal insulation and airtight structure of outer wall
JP5179996B2 (en) * 2008-08-08 2013-04-10 旭化成ホームズ株式会社 Inclined roof structure

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