JP5826100B2 - Thermal insulation foundation structure - Google Patents

Thermal insulation foundation structure Download PDF

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JP5826100B2
JP5826100B2 JP2012086759A JP2012086759A JP5826100B2 JP 5826100 B2 JP5826100 B2 JP 5826100B2 JP 2012086759 A JP2012086759 A JP 2012086759A JP 2012086759 A JP2012086759 A JP 2012086759A JP 5826100 B2 JP5826100 B2 JP 5826100B2
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steel
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一紀 藤橋
一紀 藤橋
寛明 川上
寛明 川上
白岩 史年
史年 白岩
雅人 小山
雅人 小山
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Nippon Steel Corp
Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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Description

本発明は、低層建築物の基礎構造に好適な断熱性に優れた基礎構造に関する。   The present invention relates to a foundation structure excellent in heat insulation suitable for a foundation structure of a low-rise building.

一般に、住宅等の基礎には、地盤との接地面積を広くし、建物を安定的に支持するため、図1に示すような、逆T字型コンクリート基礎(布基礎)が用いられる。図1に示す逆T字型コンクリート基礎1は、地盤11の中に、地盤面11aから所定の深さ位置に埋設する基底部2と、基底部2から垂直に立ち上がる立上部3からなり、基底部2と立上部3の内部には、コンクリート体を強固にするため、主筋4が縦横に配設されている。   Generally, an inverted T-shaped concrete foundation (cloth foundation) as shown in FIG. 1 is used for a foundation such as a house in order to increase the ground contact area with the ground and stably support a building. An inverted T-shaped concrete foundation 1 shown in FIG. 1 includes a base portion 2 embedded in a ground 11 at a predetermined depth from the ground surface 11a, and an upright portion 3 that rises perpendicularly from the base portion 2. In the inside of the part 2 and the upright part 3, in order to strengthen the concrete body, main bars 4 are arranged vertically and horizontally.

なお、上記立上部3は、断熱材10で覆った床版8を支え、立上部3の直上にアンカーボルト5で固定した梁7で柱6を支えている。壁は、断熱材10を挟んで、外壁9で構成されている。   The upright portion 3 supports a floor slab 8 covered with a heat insulating material 10 and supports a column 6 with a beam 7 fixed with an anchor bolt 5 directly above the upright portion 3. The wall is composed of the outer wall 9 with the heat insulating material 10 interposed therebetween.

現場打ちコンクリートでコンクリート基礎を施工するが、現場作業は、型枠の組立・解体、鉄筋の加工・配筋、さらに、コンクリートの打設・養生等、作業工程が多く、現場施工が煩雑になり、工期が長期化する。地盤を掘削する根切工事も含めると、工期はより長期化する。   Although concrete foundations are constructed with cast-in-place concrete, there are many work processes such as assembling and dismantling formwork, processing and arranging reinforcing bars, and placing and curing concrete, making the construction work complicated. The construction period is prolonged. Including root cutting work to excavate the ground, the construction period will be longer.

特許文献1には、工期短縮を図るため、上面が地盤面より高位のコンクリート製基礎スラブ、該基礎スラブと一階床との間で床下空間を包囲する基礎鋼材、及び、基礎鋼材の外側面を覆う防水性外気遮断材からなる基礎構造(べた基礎)が開示されている。   In Patent Document 1, in order to shorten the work period, a concrete foundation slab whose upper surface is higher than the ground surface, a foundation steel material that surrounds the underfloor space between the foundation slab and the first floor, and an outer surface of the foundation steel material The foundation structure (solid foundation) which consists of the waterproof external air shielding material which covers is disclosed.

特許文献1に開示の基礎構造は、断熱性能を有する防水性外気遮断材を用いて断熱性を確保し得るものであるが、床スラブとの間に断熱欠損部が生じるので、建物全体の断熱性の向上は難しい。また、基礎スラブの施工のため掘削する地盤面積が広いので、根切工事が長期化する。   The basic structure disclosed in Patent Document 1 can ensure heat insulation using a waterproof outside air blocking material having heat insulation performance, but since a heat insulation defect occurs between the floor slab and the heat insulation of the entire building. It is difficult to improve sex. In addition, since the ground area to be excavated is large for the foundation slab construction, the root cutting work will be prolonged.

断熱性の基礎構造に関しては、特許文献2に、煉瓦を用いた木造家屋用の外張り断熱構造が開示されている。特許文献2に開示の外張り断熱構造は、基礎の断熱構造と外壁の断熱構造が連続しているので、建物全体の断熱性の向上は容易であるが、作業工程が多く、現場施工が煩雑になり、工期が長いのが難点である。   Regarding the heat insulating basic structure, Patent Document 2 discloses an outer heat insulating structure for a wooden house using bricks. The outer heat insulating structure disclosed in Patent Document 2 has a continuous heat insulating structure of the foundation and the heat insulating structure of the outer wall, so that it is easy to improve the heat insulating property of the entire building, but there are many work processes and complicated on-site construction. Therefore, the long construction period is a difficult point.

特開2011−17207号公報JP 2011-17207 A 特開2002−294894号公報JP 2002-294894A

本発明は、低層建築物の基礎構造に係る上記現状を踏まえ、現場施工が簡略で工期が短く、低層建築物の基礎構造に好適な、断熱性に優れた基礎構造を提供することを目的とする。   The present invention aims at providing a foundation structure excellent in heat insulation, suitable for the foundation structure of a low-rise building, based on the above-mentioned present situation relating to the foundation structure of a low-rise building, having a short construction period and a short construction period. To do.

本発明者らは、上記目的を達成する基礎構造について鋭意検討した。その結果、本発明者らは、(i)基礎スラブの地盤中に埋設する埋設部の断面を逆台形状とし、かつ、(ii)基礎スラブと、柱及び一階床の間に鋼材基礎部を構築すれば、基礎施工の工期を短縮でき、かつ、建築物全体の断熱性を高めることができることを見いだした。   The inventors diligently studied the basic structure that achieves the above object. As a result, the present inventors (i) made the cross section of the buried part embedded in the ground of the foundation slab into an inverted trapezoidal shape, and (ii) constructed the steel foundation between the foundation slab, the column and the first floor It was found that the construction period of the foundation construction could be shortened and the heat insulation of the entire building could be improved.

本発明は、上記知見に基づいてなされたもので、その要旨は以下のとおりである。   This invention was made | formed based on the said knowledge, and the summary is as follows.

(1)(x)下面が地盤面より高位の基礎スラブと、前記基礎スラブの外周部に沿って配置され、前記基礎スラブの下面から突出し下端が地盤に埋設された埋設部と、を備えた鉄筋コンクリート基礎部、
(y)(y1)上記基礎スラブの上面かつ上記埋設部に対応して配置され、耐力壁を挟持する柱を支持する柱脚鋼材、(y2)上記基礎スラブの上面で、上記柱脚鋼材の間に連結されて配置される形鋼材、及び、(y3)上記基礎スラブの上面で、耐力壁が配置されていない箇所に配置され、一階床を支持する鋼板材からなる鋼材基礎部、及び、
(z)上記鉄筋コンクリート基礎部の外周面を覆う外気・熱遮断材と連続し、上記鋼材基礎部の外周面を覆う外気・熱遮断材
からなることを特徴とする断熱基礎構造。
(1) (x) provided with a foundation slab whose lower surface is higher than the ground surface, and an embedded portion that is disposed along the outer peripheral portion of the foundation slab, protrudes from the lower surface of the foundation slab, and has a lower end embedded in the ground. Reinforced concrete foundation,
(Y) (y1) A column base steel material which is arranged corresponding to the upper surface of the foundation slab and the embedded portion and supports a column sandwiching the bearing wall, and (y2) an upper surface of the foundation slab, shape steel that is disposed to be connected between, and, on the upper surface of (y3) above the base slab, is arranged at a position bearing wall is not arranged, the steel foundation consisting of steel plate material to support the first floor floor, and ,
(Z) A heat-insulating foundation structure comprising an outside air / heat shielding material that covers an outer surface of the reinforced concrete foundation and is continuous with an outside air / heat shielding material that covers the outer circumference of the steel foundation.

(2)前記埋設部は、断面が逆台形状であることを特徴とする前記(1)に記載の断熱基礎構造。   (2) The insulated base structure according to (1), wherein the embedded portion has an inverted trapezoidal cross section.

(3)前記柱脚鋼材が、水平断面が十字形の鋼材と、該水平断面が十字形の鋼材の上下端に十字の先端が各辺を二等分し且つ各辺に一致するように接合された一対の正方形の鋼板と、からなることを特徴とする前記(1)又は(2)に記載の断熱基礎構造。   (3) The column base steel material is joined to a steel material having a cross-shaped horizontal cross section and the horizontal cross-section of the steel material having a cross-shaped cross section so that the tip of the cross bisects each side and coincides with each side. The heat insulating basic structure according to (1) or (2), comprising a pair of square steel plates.

(4)前記形鋼材が、H形断面の形鋼材であることを特徴とする前記(1)〜(3)のいずれかに記載の断熱基礎構造。   (4) The heat insulating basic structure according to any one of (1) to (3), wherein the shape steel material is a shape steel material having an H-shaped cross section.

(5)前記鋼板材が、薄鋼板を重ね合せたものであることを特徴とす前記(1)〜(4)のいずれかに記載の断熱基礎構造。   (5) The heat insulating basic structure according to any one of (1) to (4), wherein the steel plate material is a laminate of thin steel plates.

(6)前記断熱基礎構造が、低層建築物用であることを特徴とする前記(1)〜(5)のいずれかに記載の断熱基礎構造。   (6) The heat insulation foundation structure according to any one of (1) to (5), wherein the heat insulation foundation structure is for a low-rise building.

本発明によれば、現場施工が簡略で工期が短く、低層建築物の基礎構造に好適な、断熱性に優れた基礎構造を提供することができる。   According to the present invention, it is possible to provide a foundation structure excellent in heat insulation, which is suitable for a foundation structure of a low-rise building, with a simple on-site construction and a short construction period.

住宅等の建物の基礎構造の一例を示す図である。It is a figure which shows an example of the basic structure of buildings, such as a house. 本発明の基礎構造の断面を示す図である。It is a figure which shows the cross section of the basic structure of this invention. 本発明の基礎構造の側面を示す図である。It is a figure which shows the side surface of the basic structure of this invention. 柱脚鋼材の一態様を示す図である。It is a figure which shows the one aspect | mode of column base steel materials.

本発明の断熱基礎構造(以下「本発明基礎構造」ということがある。)について、図面に基づいて説明する。   The heat insulation basic structure of the present invention (hereinafter sometimes referred to as “the present invention basic structure”) will be described with reference to the drawings.

図2に、本発明基礎構造の断面を示す。図3に、本発明基礎構造の側面を示す。図2及び図3に示すように、本発明基礎構造は、基本的には、鉄筋コンクリート製の基礎スラブ12、鋼材基礎部17、及び、外気・熱遮断材19a、19bから構成される。   FIG. 2 shows a cross section of the basic structure of the present invention. FIG. 3 shows a side view of the basic structure of the present invention. As shown in FIGS. 2 and 3, the basic structure of the present invention basically includes a reinforced concrete foundation slab 12, a steel material foundation portion 17, and outside air / heat shielding materials 19 a and 19 b.

まず、基礎スラブ12について説明する。   First, the basic slab 12 will be described.

図2に示すように、スラブ主筋が配筋されている基礎スラブ12は、地盤11に下部分を埋設する埋設部13を外周部に備えている。なお、埋設部13を除く基礎スラブ12の厚さは、150〜200mmが好ましい。   As shown in FIG. 2, the foundation slab 12 in which the main slab reinforcement is arranged has an embedded portion 13 that embeds a lower portion in the ground 11 on the outer peripheral portion. In addition, as for the thickness of the foundation slab 12 except the embedding part 13, 150-200 mm is preferable.

埋設部13は、断面が逆台形状で、下辺が幅広で、強度向上のため、内部に複数本の主筋が配筋されている。主筋は、埋設部13の上部及び下部それぞれに、好ましくは3本以上を配筋する。   The buried portion 13 has an inverted trapezoidal cross section, a wide lower side, and a plurality of main bars are arranged inside to improve strength. Preferably, three or more main bars are arranged in each of the upper part and the lower part of the embedded portion 13.

埋設部13の寸法は、特に限定されるものではないが、下辺は、210〜250mmが好ましい。埋設部13の下辺から基礎スラブ12の上面までは500〜650mmが好ましい。この場合、埋設部13は、下辺が地盤面11aより200〜500mmになるように埋め込まれ、基礎スラブ12の下面は、地盤面11aより高位となる。なお、基礎スラブ12の下面と地盤面11aの間は、砕石で埋めるのが好ましい。   Although the dimension of the burying part 13 is not specifically limited, 210-250 mm is preferable for a lower side. The distance from the lower side of the embedded portion 13 to the upper surface of the foundation slab 12 is preferably 500 to 650 mm. In this case, the embedded portion 13 is embedded such that the lower side is 200 to 500 mm from the ground surface 11a, and the lower surface of the foundation slab 12 is higher than the ground surface 11a. The space between the lower surface of the foundation slab 12 and the ground surface 11a is preferably filled with crushed stone.

基礎スラブの施工においては、埋設部の断面が逆台形状であるので、地盤の掘削量が少なくてすみ、また、布基礎と異なり、コンクリートの立上部がないので、掘削工事を含めた工期を短縮することができる。さらに、埋設部の埋め込み寸法を最小化すれば、地盤の掘削量がより少なくてすむので、掘削工事の工期をより短縮できる。工期を大幅に短縮できる構造の基礎スラブを採用した点が、本発明基礎構造の一つの特徴である。   In foundation slab construction, the section of the buried part is inverted trapezoidal, so less ground excavation is required, and unlike the fabric foundation, there is no concrete uplift, so the construction period including excavation work is It can be shortened. Furthermore, if the embedding size of the buried portion is minimized, the amount of ground excavation can be reduced, and the construction period of excavation work can be further shortened. One feature of the basic structure of the present invention is that a basic slab having a structure capable of greatly shortening the work period is adopted.

コンクリートが外気や地盤に直接接していると、外気や地盤の熱がコンクリートを伝わり、基礎スラブ上面での結露を招く恐れがあるため、埋設部13の外面(外気と地盤に接する面)を外気・熱遮断材19aで覆う。外気・熱遮断材19aは、外気や熱の侵入を遮断できる材質のものであればよく、特定の材料に限定されないが、発砲プラスチック断熱材等が好ましい。   If the concrete is in direct contact with the outside air or the ground, the outside air or the heat of the ground will be transmitted to the concrete and may cause condensation on the upper surface of the foundation slab. Cover with a heat shield 19a. The outside air / heat blocking material 19a may be any material that can block the entry of outside air or heat, and is not limited to a specific material, but is preferably a foamed plastic heat insulating material.

次に、鋼材基礎部17について説明する。   Next, the steel base portion 17 will be described.

図2に示すように、鋼材基礎部17は、(y1)埋設部13の上面に配置され、耐力壁21(図3、参照)を挟持する柱6を支持する柱脚鋼材14、(y2)埋設部13の上面で、柱脚鋼材14の間に連結して配置され、耐力壁21を支持する形鋼材16、及び、(y3)基礎スラブ12の上面で、耐力壁21が配置されていない箇所に配置され、一階床18を支持する鋼板材15から構成される。   As shown in FIG. 2, the steel base portion 17 is (y1) a column base steel member 14 that is disposed on the upper surface of the embedded portion 13 and supports the column 6 that sandwiches the bearing wall 21 (see FIG. 3). On the upper surface of the buried portion 13, the structural steel material 16 that is connected between the column base steel members 14 and supports the bearing wall 21, and (y3) the bearing wall 21 is not disposed on the upper surface of the foundation slab 12. It is comprised from the steel plate material 15 which is arrange | positioned in a location and supports the first floor 18.

柱脚鋼材14は、埋設部13の上面において、耐力壁21を挟持する柱6の位置で、アンカーボルト5で固定されている。図4に、柱の荷重を受け止める柱脚鋼材の一態様を示す。図中、14aは、ボルト孔である。柱脚鋼材14は、図4に示すように、鋼板で構成した、上下面が平面で、断面が十字形の形状のものが好ましい。柱脚鋼材14の上下面の寸法は、柱の寸法に応じて設定する。例えば、柱の寸法が80mmの場合、95mmが好ましい。   The column base steel material 14 is fixed by the anchor bolt 5 at the position of the column 6 sandwiching the bearing wall 21 on the upper surface of the embedded portion 13. FIG. 4 shows one aspect of the column base steel material that receives the column load. In the figure, 14a is a bolt hole. As shown in FIG. 4, the column base steel material 14 is preferably made of a steel plate and has a flat top and bottom surface and a cross-shaped cross section. The dimensions of the upper and lower surfaces of the column base steel material 14 are set according to the dimensions of the column. For example, when the column dimension is 80 mm, 95 mm is preferable.

柱脚鋼材14の高さは、基礎スラブの地盤面11aからの高さとの関連で、適宜設定する。例えば、基礎スラブの地盤面11aからの高さが210mmの場合、柱脚鋼材14の高さは、220〜250mmが好ましい。柱脚鋼材14を構成する鋼板の板厚は6〜12mmが好ましい。   The height of the column base steel material 14 is appropriately set in relation to the height of the foundation slab from the ground surface 11a. For example, when the height of the foundation slab from the ground surface 11a is 210 mm, the height of the column base steel material 14 is preferably 220 to 250 mm. The plate thickness of the steel plate constituting the column base steel material 14 is preferably 6 to 12 mm.

形鋼材16は、図3に示すように、柱脚鋼材14の間に、連結部16aで連結されて配置され、柱脚鋼材14を補強する。耐力壁21には、ブレース20が設置されており、柱脚鋼材14に応力が集中するため、形鋼材16は、応力に耐え得る構造の形鋼材が好ましい。特に、H形断面の形鋼材が好ましい。H形断面の形鋼材は、板厚2.3〜8mmの鋼板を溶接して製造したものでもよい。   As shown in FIG. 3, the shape steel material 16 is connected and disposed between the column base steel materials 14 by a connecting portion 16 a and reinforces the column base steel materials 14. Since the bracing 20 is installed in the bearing wall 21 and stress concentrates on the column base steel material 14, the shape steel material 16 is preferably a shape steel material having a structure capable of withstanding the stress. In particular, a steel material having an H-shaped cross section is preferable. The H-shaped section steel may be manufactured by welding steel plates having a thickness of 2.3 to 8 mm.

図2及び図3に示すように、鋼板材15は、耐力壁21が配置されていない箇所に配置され、一階床18を支持する。耐力壁21がない分、受ける荷重は減少するので、鋼板材を用いて一階床18を支持する。鋼板材は、板厚1.0mm前後の薄鋼板を、リップ溝形断面に成形して合わせたものでもよい。薄鋼板を用いると、軽量化できるので、梁施工が簡略となる。   As shown in FIGS. 2 and 3, the steel plate material 15 is disposed at a place where the load bearing wall 21 is not disposed, and supports the first floor 18. Since the load to be received is reduced by the absence of the bearing wall 21, the first floor 18 is supported using a steel plate material. The steel plate material may be a thin steel plate having a plate thickness of about 1.0 mm formed into a lip groove cross section. If a thin steel plate is used, the beam construction can be simplified because the weight can be reduced.

薄鋼板は、めっき鋼板を用いてもよい。めっき鋼板を用いると、防食塗装を省略できるので、梁施工が簡略となる。   A thin steel plate may be a plated steel plate. When a plated steel plate is used, since the anticorrosion coating can be omitted, the beam construction is simplified.

基礎スラブ12の上に、このような構成で、柱6及び一階床18を支える鋼材基礎部17を配設する点が、本発明基礎構造におけるもう一つの特徴である。   Another feature of the basic structure of the present invention is that the steel base portion 17 supporting the pillar 6 and the first floor 18 is arranged on the basic slab 12 in such a configuration.

次に、外気・熱遮断材19a、19bについて説明する。   Next, the outside air / heat shielding materials 19a and 19b will be described.

本発明基礎構造においては、埋設部13の外面(外気と地盤に接する面)を覆う外気・熱遮断材19aと連続して、鋼材基礎部17の外面を外気・熱遮断材19bで覆う。外気・熱遮断材19bは、壁全体を覆うように配設する。さらに、外気・熱遮断材19bの外側に外壁22を配設する。   In the basic structure of the present invention, the outer surface of the steel base portion 17 is covered with the outside air / heat shielding material 19b continuously with the outside air / heat shielding material 19a covering the outer surface of the embedded portion 13 (the surface in contact with the outside air and the ground). The outside air / heat shielding material 19b is disposed so as to cover the entire wall. Further, an outer wall 22 is disposed outside the outside air / heat shielding material 19b.

外気・熱遮断材19bは、外気や熱の侵入を遮断できる材質のものであればよく、特定の材料に限定されないが、発砲プラスチック断熱材等が好ましい。   The outside air / heat blocking material 19b may be any material that can block the entry of outside air or heat, and is not limited to a specific material, but is preferably a foamed plastic heat insulating material.

外気・熱遮断材19bは、外気・熱遮断材19aと同じ材質のものでも、異なる材質のものでもよいが、外気・熱遮断材19bと外気・熱遮断材19aの間に、外気・熱遮断欠損部が生じないように配設することが必要である。   The outside air / heat shielding material 19b may be made of the same material as the outside air / heat shielding material 19a or a different material, but the outside air / heat shielding material 19a is interposed between the outside air / heat shielding material 19a. It is necessary to arrange so that a defect part does not arise.

本発明基礎構造においては、外気・熱遮断材の連続配設(外気・熱遮断欠損部がない)による断熱効果によって建物全体の断熱効果を向上できる。   In the basic structure of the present invention, the heat insulation effect of the entire building can be improved by the heat insulation effect by the continuous arrangement of the outside air / heat insulation material (there is no outside air / heat insulation defect).

本発明基礎構造は、各種建築物の基礎構造として使用し得るが、特に、低層建築物の基礎構造として好適である。   The foundation structure of the present invention can be used as a foundation structure for various buildings, but is particularly suitable as a foundation structure for low-rise buildings.

前述したように、本発明によれば、現場施工が簡略で工期が短く、低層建築物の基礎構造に好適な、断熱性に優れた基礎構造を提供することができる。よって、本発明は、建築産業において利用可能性が高いものである。   As described above, according to the present invention, it is possible to provide a foundation structure excellent in heat insulation, which is suitable for a foundation structure of a low-rise building with a simple construction on site and a short construction period. Therefore, the present invention has high applicability in the construction industry.

1 逆T字型コンクリート基礎(布基礎)
2 基底部
3 立上部
4 主筋
5 アンカーボルト
6 柱
7 梁
8 床版
9 外壁
10 断熱材
11 地盤
11a 地盤面
12 基礎スラブ
13 埋設部
14 柱脚鋼材
14a ボルト孔
15 鋼板材
16 形鋼材
16a 連結部
17 鋼材基礎部
18 一階床
19a、19b 外気・熱遮断材
20 ブレース
21 耐力壁
22 外壁
1 Inverted T-shaped concrete foundation (cloth foundation)
DESCRIPTION OF SYMBOLS 2 Base part 3 Upright part 4 Main reinforcement 5 Anchor bolt 6 Column 7 Beam 8 Floor slab 9 Outer wall 10 Thermal insulation material 11 Ground 11a Ground surface 12 Foundation slab 13 Embedded part 14 Column base steel material 14a Bolt hole 15 Steel plate material 16 Shaped steel material 16a Connection part 17 Steel Material Base 18 First Floor 19a, 19b Outside Air / Heat Insulating Material 20 Brace 21 Bearing Wall 22 Outer Wall

Claims (6)

(x)下面が地盤面より高位の基礎スラブと、前記基礎スラブの外周部に沿って配置され、前記基礎スラブの下面から突出し下端が地盤に埋設された埋設部と、を備えた鉄筋コンクリート基礎部、
(y)(y1)基礎スラブの上面かつ上記埋設部に対応して配置され、耐力壁を挟持する柱を支持する柱脚鋼材、(y2)上記基礎スラブの上面で、上記柱脚鋼材の間に連結されて配置される形鋼材、及び、(y3)上記基礎スラブの上面で、耐力壁が配置されていない箇所に配置され、一階床を支持する鋼板材からなる鋼材基礎部、及び、
(z)上記鉄筋コンクリート基礎部の外周面を覆う外気・熱遮断材と連続し、上記鋼材基礎部の外周面を覆う外気・熱遮断材
からなることを特徴とする断熱基礎構造。
(X) A reinforced concrete foundation comprising: a foundation slab whose lower surface is higher than the ground surface; and a buried portion that is disposed along the outer periphery of the foundation slab and that projects from the lower surface of the foundation slab and has a lower end buried in the ground. ,
(Y) (y1) A column base steel material which supports the column which sandwiches the bearing wall and is arranged corresponding to the upper surface of the foundation slab and the embedded portion, and (y2) between the column base steel materials on the upper surface of the foundation slab. and the shape steel is, connected to and arranged in, (y3) at the upper surface of the base slab is disposed at a position bearing wall is not arranged, the steel foundation consisting of steel plate material to support the first floor floor, and,
(Z) A heat-insulating foundation structure comprising an outside air / heat shielding material that covers an outer surface of the reinforced concrete foundation and is continuous with an outside air / heat shielding material that covers the outer circumference of the steel foundation.
前記埋設部は、断面が逆台形状であることを特徴とする請求項1に記載の断熱基礎構造。   The insulated base structure according to claim 1, wherein the buried portion has an inverted trapezoidal cross section. 前記柱脚鋼材が、水平断面が十字形の鋼材と、該水平断面が十字形の鋼材の上下端に十字の先端が各辺を二等分し且つ各辺に一致するように接合された一対の正方形の鋼板と、からなることを特徴とする請求項1又は2に記載の断熱基礎構造。   The column base steel material is a steel material having a horizontal cross-section and a pair of steel members having a horizontal cross-section joined to the upper and lower ends of the cross-shaped steel material so that the tip of the cross bisects each side and coincides with each side. The heat-insulating basic structure according to claim 1 or 2, characterized by comprising: a square steel plate. 前記形鋼材が、H形断面の形鋼材であることを特徴とする請求項1〜3のいずれか1項に記載の断熱基礎構造。   The heat insulation foundation structure according to any one of claims 1 to 3, wherein the shape steel material is a shape steel material having an H-shaped cross section. 前記鋼板材が、薄鋼板を重ね合せたものであることを特徴とする請求項1〜4のいずれか1項に記載の断熱基礎構造。   The heat insulating basic structure according to any one of claims 1 to 4, wherein the steel plate material is a laminate of thin steel plates. 前記断熱基礎構造が、低層建築物用であることを特徴とする請求項1〜5のいずれか1項に記載の断熱基礎構造。   The heat insulation foundation structure according to any one of claims 1 to 5, wherein the heat insulation foundation structure is for a low-rise building.
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