JP5133731B2 - Basic structure of unit type building and construction method of unit type building - Google Patents

Basic structure of unit type building and construction method of unit type building Download PDF

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JP5133731B2
JP5133731B2 JP2008037210A JP2008037210A JP5133731B2 JP 5133731 B2 JP5133731 B2 JP 5133731B2 JP 2008037210 A JP2008037210 A JP 2008037210A JP 2008037210 A JP2008037210 A JP 2008037210A JP 5133731 B2 JP5133731 B2 JP 5133731B2
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ant
side wall
building
unit
type building
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JP2009197396A (en
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郁夫 中井
雅呂 小林
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Misawa Homes Co Ltd
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本発明は、ユニット式建物の基礎構造およびユニット式建物の施工方法に関する。 The present invention relates to a basic structure of a unit type building and a construction method of the unit type building .

従来、略直方体形状に形成された骨組みを有する建物ユニットを複数配置して構成されるユニット式建物がある。ユニット式建物の基礎としては、コンクリート製であり、建物ユニットを載置する載置部が通常の布基礎よりも高い位置に設定された高基礎と、底版部および側壁部を有した深基礎とがある。高基礎の内部空間は、車庫として利用され、深基礎の内部空間は、地下室として利用されている。
このような深基礎は、底版部を介して鉛直荷重を地盤に伝達して建物を支持するものであり、側壁部に作用した側方地盤の土圧は、側壁部と側壁部の上部に載置される建物ユニットの下梁とで支持されるようになっている(例えば、特許文献1参照)。
特許文献1の深基礎は、ベース部と前壁部と、後壁部と、左右の壁部とを備える。左右の壁部には、建物ユニットが配置され、建物ユニットの底部と、ベース部と、前壁部と、後壁部と、左右の壁部とで地下室用可能な空間が形成されている。
そして、左右の壁部の内側面に沿って内壁パネルが取り付けられるとともに、ベース部の上面に沿って床パネルが取り付けられている。これらのパネルなどにより、地下室が仕上げられる。
2. Description of the Related Art Conventionally, there is a unit-type building configured by arranging a plurality of building units having a framework formed in a substantially rectangular parallelepiped shape. As the foundation of the unit type building, it is made of concrete, and a high foundation in which the placing part on which the building unit is placed is set higher than a normal cloth foundation, and a deep foundation having a bottom slab part and a side wall part There is. The high foundation interior space is used as a garage, and the deep foundation interior space is used as a basement.
Such a deep foundation supports the building by transmitting a vertical load to the ground through the bottom slab, and the earth pressure of the side ground acting on the side wall is placed on the side wall and the upper part of the side wall. It is supported by the lower beam of the building unit to be placed (see, for example, Patent Document 1).
The deep foundation of Patent Document 1 includes a base portion, a front wall portion, a rear wall portion, and left and right wall portions. Building units are arranged on the left and right wall portions, and a space that can be used for a basement is formed by the bottom portion of the building unit, the base portion, the front wall portion, the rear wall portion, and the left and right wall portions.
And while an inner wall panel is attached along the inner surface of a right-and-left wall part, a floor panel is attached along the upper surface of a base part. The basement is finished with these panels.

特開平8−41905号公報JP-A-8-41905

しかしながら、特許文献1のような深基礎では、左右の壁部の内面に沿って内壁パネルを取り付け、ベース部の上面に床パネルを取り付けて内装を仕上げる構成が開示されているものの、止水構造や防蟻・断熱構造に関しては十分に開示されていない。
通常は、外防水であったり、壁部の外面に薬剤を吹き付ける構造などが行われているが、地下室として利用する上で要求される止水・防蟻・断熱性を十分に確保することができない。
However, in the deep foundation as in Patent Document 1, a structure is disclosed in which an inner wall panel is attached along the inner surfaces of the left and right wall portions, and a floor panel is attached to the upper surface of the base portion to finish the interior. And ant protection / insulation structures are not fully disclosed.
Usually, it is waterproof and has a structure in which chemicals are sprayed onto the outer surface of the wall, but it is necessary to ensure sufficient water-stop, ant-proof and heat-insulating properties required for use as a basement. Can not.

本発明の目的は、止水性、防蟻性、および断熱性に優れた地下室が構築可能なユニット式建物の基礎構造およびユニット式建物の施工方法を提供することである。 An object of the present invention is to provide a basic structure of a unit type building and a construction method of the unit type building in which a basement excellent in water-stopping property, ant-repellent property, and heat insulating property can be constructed .

本発明のユニット式建物の基礎構造は、図面を参照して説明すると、建物ユニット4を複数配置して構成されるユニット式建物1の基礎構造であって、地盤面から所定深さに設けられるコンクリート製の底版部21と、この底版部から立ち上がって土圧を受け、かつ上側に前記建物ユニットを支持する側壁部22と、を備え、前記底版部と前記側壁部と前記建物ユニットの底面とで囲まれて収納空間5が形成され、前記側壁部の内側面と前記底版部の上面とに連続する止水部材としてのアスファルトシート50が設けられるとともに、前記アスファルトシートの内側面および上面のうち少なくとも内側面に防蟻断熱部材52が設けられ、前記側壁部の上側に載置される前記建物ユニットの底面には底面防蟻部材としての防蟻シート46が設けられ、前記建物ユニットを載置した状態で前記防蟻断熱部材と前記底面防蟻部材とが連続して設けられたことを特徴とする。
この発明によれば、側壁部の内側面および底版部の上面にアスファルトシートが連続して設置された、すなわち側壁部の内側面および底版部の上面にアスファルトシートが凹状に連続配置されたから、止水構造を有しない場合や、外防水などの場合と比較して、側方地盤および下方地盤からの浸水を防ぐことができ、優れた止水性を確保することができる。
また、アスファルトシートの少なくとも内側面に防蟻断熱部材が設置されたから、少なくとも側方地盤からの蟻の侵入を防止できるとともに断熱性が向上し、優れた防蟻性および断熱性を確保することができる。
底版部の厚さ寸法が十分に大きい場合、蟻の侵入が抑えられ、底版部への防蟻部材の配設を省略することができる。
ここで、防蟻断熱部材と防蟻シートとが連続するにあたって、防蟻シートの底面が防蟻断熱部材の上端部に面接触する構成でもよい。例えば、防蟻断熱部材の上端部が防蟻シートの底面に対向するように内側に折れ曲がって設けられても良く、防蟻断熱部材が所定の厚さを有し、その上端面が防蟻シートの底面に対向するように設けても良い。
建物ユニットを載置した状態で前記防蟻断熱部材と前記底面防蟻部材とが連続して設けられることで、防蟻断熱部材の上端部と防蟻シートの底面との間から蟻の侵入を確実に防止することができる。
The basic structure of the unit type building of the present invention will be described with reference to the drawings. The basic structure of the unit type building 1 is configured by arranging a plurality of building units 4 and is provided at a predetermined depth from the ground surface. A bottom plate portion 21 made of concrete, and a side wall portion 22 that rises from the bottom plate portion and receives earth pressure and supports the building unit on the upper side, the bottom plate portion, the side wall portion, and the bottom surface of the building unit, And an asphalt sheet 50 as a water stop member is provided on the inner side surface of the side wall portion and the upper surface of the bottom plate portion, and the inner side surface and the upper surface of the asphalt sheet are provided. at least anti-termite heat insulating member 52 is provided on the inner surface, the termite control sheet 46 as the bottom anti-termite member provided on the bottom surface of the building units to be placed on the upper side of the side wall portions Is characterized in that the building unit in a state of being placed with the anti-termite insulation member and the bottom surface termite member is provided continuously.
According to this invention, the asphalt sheet is continuously installed on the inner side surface of the side wall and the upper surface of the bottom plate portion, that is, the asphalt sheet is continuously arranged in a concave shape on the inner side surface of the side wall portion and the upper surface of the bottom plate portion. Compared with the case of not having a water structure or the case of external waterproofing, it is possible to prevent water from entering from the side ground and the lower ground, and to ensure excellent water stoppage.
In addition, since the ant-proof heat insulating member is installed on at least the inner surface of the asphalt sheet, it is possible to prevent ant intrusion from at least the side ground, improve heat insulation, and ensure excellent ant-proof and heat-insulating properties. it can.
When the thickness dimension of the bottom plate portion is sufficiently large, the entry of ants is suppressed, and the disposition of the ant-proof member on the bottom plate portion can be omitted.
Here, when the ant proof heat insulating member and the ant proof sheet are continuous, the bottom surface of the ant proof heat insulating sheet may be in surface contact with the upper end of the ant proof heat insulating member. For example, the ant-proof heat insulating member may be bent inward so that the upper end of the ant-proof heat-insulating member faces the bottom surface of the ant-proof sheet, the ant-proof heat-insulating member has a predetermined thickness, and the upper end surface is the ant-proof sheet. You may provide so that it may oppose the bottom face of.
With the building unit placed, the ant heat insulating member and the bottom surface ant member are continuously provided, so that ants can be prevented from entering between the upper end of the ant heat insulating member and the bottom surface of the ant protection sheet. It can be surely prevented.

本発明のユニット式建物の施工方法は、地盤面から所定深さに設けられるコンクリート製の底版部と、この底版部から立ち上がって土圧を受け、かつ上側に前記建物ユニットを支持する側壁部とを備えた基礎の上に建物ユニットを複数配置し、前記底版部と前記側壁部と前記建物ユニットの底面とで囲まれて収納空間が形成されるユニット式建物を施工する方法であって、前記側壁部の内側面と前記底版部の上面とに連続する止水部材を設けるとともに、前記止水部材の内側面および上面のうち少なくとも内側面に防蟻断熱部材を設け、底面に予め底面防蟻部材が設けられた前記建物ユニットを、前記側壁部の上側に載置して前記防蟻断熱部材と前記底面防蟻部材とを連続させたことを特徴とする。The construction method of the unit type building of the present invention includes a concrete bottom slab portion provided at a predetermined depth from the ground surface, a side wall portion that rises from the bottom slab portion and receives earth pressure and supports the building unit on the upper side. A plurality of building units are arranged on a foundation provided with, and a unit type building in which a storage space is formed surrounded by the bottom plate portion, the side wall portion, and the bottom surface of the building unit, A water stop member that is continuous to the inner side surface of the side wall portion and the upper surface of the bottom plate portion is provided, and at least the inner side surface of the water stop member is provided with an anti-rust heat insulating member, and a bottom face anti-rust member is previously provided on the bottom surface. The building unit provided with a member is placed on the upper side of the side wall portion, and the ant-proof heat insulating member and the bottom ant-proof member are made continuous.

さらに、前記防蟻断熱部材と前記防蟻シートとの間に充填される充填剤60が設けられることが好ましい。
この構成の発明では、防蟻断熱部材と防蟻シートとの間に間隙等がなくなり優れた防蟻性が確保できる。
充填剤としては、例えば、防蟻薬剤入りの接着剤や接着材、コーキング材などが挙げられる。
側壁部に建物ユニットを載置する際には、防蟻断熱部材の上端面を接着面とし、接着面には充填剤を設ける。一方、建物ユニットの底面には、予め工場にて防蟻シートを貼り付ける。そして、現場にて防蟻シートが防蟻断熱部材の接着面に連続する状態に建物ユニットを側壁部に載置する。
なお、防蟻断熱部材の上端部が所定寸法上方に突出した状態で建物ユニットを側壁部に載置する構成でもよい。この場合、建物ユニットの自重により防蟻断熱部材が上下方向に圧縮された状態となり、建物ユニットの底面に防蟻断熱部材が当接する。このような構成によれば、密圧効果により、防犠牲が向上する。
そして、充填剤の他に建物ユニットの底面と側壁部の上端部との間にクッション材が挿入される構成や防蟻剤などが充填される構成でもよい。
Furthermore, it is preferable that the filler 60 with which it fills between the said ant-proof heat insulation member and the said ant-proof sheet | seat is provided.
In the invention of this configuration, there is no gap between the ant-proof heat insulating member and the ant-proof sheet, and excellent ant-proof properties can be secured.
Examples of the filler include an adhesive containing an ant-proofing agent, an adhesive, and a caulking material.
When the building unit is placed on the side wall, the upper end surface of the ant-proof heat insulating member is used as an adhesive surface, and a filler is provided on the adhesive surface. On the other hand, an ant-proof sheet is attached in advance to the bottom of the building unit at the factory. And a building unit is mounted in a side wall part in the state where an ant-proof sheet continues to the adhesion surface of an ant-proof heat insulation member on the spot.
In addition, the structure which mounts a building unit in a side wall part in the state which the upper end part of the ant-proof heat insulation member protruded above the predetermined dimension may be sufficient. In this case, the ant-proof heat insulating member is compressed in the vertical direction by the weight of the building unit, and the ant-proof heat insulating member comes into contact with the bottom surface of the building unit. According to such a configuration, sacrificial prevention is improved by the dense pressure effect.
And the structure by which a cushioning material is inserted between the bottom face of a building unit and the upper end part of a side wall part other than a filler, or the structure filled with an anti-bacterial agent etc. may be sufficient.

また、前記底版部および側壁部は、現場打ちコンクリート製であり、前記底版部および前記側壁部の外側には、連続して外側止水部材としてのアスファルトシート24Aが設けられた構成を採用してもよい。
この構成の発明では、例えば、底版部と側壁部とを打継ぎを設けて打設した場合、底版部のコンクリートを打設した後に側壁部の型枠を組み立ててから、そのコンクリートを打設することができるので、スムーズに施工でき、施工の作業性が向上する。
また、打継ぎの外側には、アスファルトシートが底版部および側壁部に連続して設けられているので、打継ぎ部分からの浸水を確実に防止することができる。
一方、底版部と側壁部とを一体に打設した場合では、打継ぎが形成されないので、防水性が向上する。しかし、底版部と側壁部との屈曲部分は、老朽化などによりひびが入り、浸水のおそれがある。
この場合、底版部および側壁部の外側に連続してアスファルトシートが設けられるので、底版部と側壁部と屈曲部分から浸水することがなく、確実に止水することができる。
Further, the bottom plate portion and the side wall portion are made of cast-in-place concrete, and a configuration is adopted in which an asphalt sheet 24A as an outer water stop member is continuously provided outside the bottom plate portion and the side wall portion. Also good.
In the invention of this configuration, for example, when the bottom plate portion and the side wall portion are cast and provided, the concrete of the bottom plate portion is cast and then the side wall portion mold is assembled and then the concrete is cast. Therefore, construction can be performed smoothly and workability of construction is improved.
Further, since the asphalt sheet is continuously provided on the bottom plate portion and the side wall portion on the outside of the joining, it is possible to reliably prevent water from entering from the joining portion.
On the other hand, when the bottom plate portion and the side wall portion are integrally driven, since the joint is not formed, the waterproof property is improved. However, the bent portion between the bottom plate portion and the side wall portion is cracked due to aging or the like, and there is a risk of flooding.
In this case, since the asphalt sheet is continuously provided outside the bottom plate portion and the side wall portion, water can be reliably stopped without being submerged from the bottom plate portion, the side wall portion, and the bent portion.

また、前記止水部材がアスファルトシート50であり、前記防蟻断熱部材が防蟻薬剤を含浸させた硬質発砲樹脂性パネルであることが好ましい。
この構成の発明によれば、シート状のアスファルトシート50を用いたことで、底版部および側壁部にアスファルトシートを連続して貼り付けやすくなり、間隔等が形成されることを防止して止水性が確保できる。また、壁部の外面に止水のための薬剤を吹き付けたりしなくて済むので、簡便な施工で確実に止水できる。
そして、防蟻薬剤が含浸された硬質発砲樹脂性パネルを用いたことで、容易な施工で確実に防蟻性および断熱性が得られる。硬質発砲樹脂性パネルとしては、例えば、スタイロフォームAT(登録商標)などが挙げられる。
なお、防蟻断熱部材はパネル形状以外にも、シート形状のものでも良い。
Moreover, it is preferable that the said water stop member is the asphalt sheet 50, and the said ant-proof heat insulating member is a hard foaming resin-made panel which impregnated the ant-proof chemical | medical agent.
According to the invention of this configuration, by using the sheet-like asphalt sheet 50, it becomes easy to stick the asphalt sheet continuously to the bottom plate portion and the side wall portion, and it is possible to prevent the formation of a gap or the like to prevent water from forming. Can be secured. Moreover, since it is not necessary to spray the chemical | medical agent for water stop on the outer surface of a wall part, it can stop water reliably by simple construction.
And by using the hard foaming resin panel impregnated with the ant-proofing agent, the ant-proofing property and the heat insulating property can be surely obtained by easy construction. Examples of the hard foaming resin panel include Styrofoam AT (registered trademark).
In addition, the ant-proof heat insulating member may have a sheet shape in addition to the panel shape.

また、前記収納空間は、天井高さが1.4m程度に設定されることが好ましい。
この構成の発明によれば、天井高さが1.4m程度の高さであるため、地下室として利用できる収納空間が最低限確保できる。また、天井高さが1.4m程度の高さであるため、居住空間を設ける場合と比較して、地盤の掘削量が少なくて済むため、施工コストを抑制することができる。
また、深基礎構造により収納空間が得られるから、敷地面積が限られた敷地の中で、土地を有効利用できるとともに、建物の内部空間の居室などを広く確保することができる。
Moreover, it is preferable that the storage space has a ceiling height of about 1.4 m.
According to the invention of this configuration, since the ceiling height is about 1.4 m, a storage space that can be used as a basement can be secured at a minimum. In addition, since the ceiling height is about 1.4 m, the excavation amount of the ground can be reduced as compared with the case where the living space is provided, so that the construction cost can be suppressed.
In addition, since the storage space can be obtained by the deep foundation structure, the land can be used effectively in the site where the site area is limited, and a room in the interior space of the building can be secured widely.

以下に本発明の実施形態を図面に基づいて説明する。
図1は、本発明の実施形態であるユニット式建物を簡略化して示す斜視図である。図2は、ユニット式建物における建物ユニットを底面側から見た斜視図である。図3は、ユニット式建物の基礎構造を示す縦断面図である。図4は、ユニット式建物の基礎構造の上部を拡大して示す縦断面図である。図5は、ユニット式建物の基礎構造を示す平面図である。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view schematically showing a unit building that is an embodiment of the present invention. FIG. 2 is a perspective view of the building unit in the unit type building as seen from the bottom side. FIG. 3 is a longitudinal sectional view showing the basic structure of the unit type building. FIG. 4 is an enlarged longitudinal sectional view showing the upper part of the foundation structure of the unit type building. FIG. 5 is a plan view showing the basic structure of the unit type building.

図1において、ユニット式建物1は、コンクリート製の深基礎2と、深基礎2に連続したコンクリート製の浅基礎3と、深基礎2および浅基礎3の上に設けられた建物ユニット4と、建物ユニット4の底面と深基礎2とで形成された地下室としての利用される収納空間5となどを備えた建物である。   In FIG. 1, a unit building 1 includes a concrete deep foundation 2, a concrete shallow foundation 3 continuous to the deep foundation 2, a building unit 4 provided on the deep foundation 2 and the shallow foundation 3, The building includes a storage space 5 used as a basement formed by the bottom surface of the building unit 4 and the deep foundation 2.

建物ユニット4の骨組みは、図2に示すように、四隅の四本の柱41と、これらの柱41の上端同士を接合する各二本の長辺上梁42および短辺上梁43と、柱41の下端同士を接合する各二本の長辺下梁44および短辺下梁45とを含んで構成されている。長辺上梁42と長辺下梁44と二本の柱41とで構成された骨組みの一方には、外壁材46Aが取り付けられ、短辺上梁43と短辺下梁45と二本の柱41とで構成された骨組みの一方にも、外壁材46Aが取り付けられている。なお、この他にも必要に応じてこれらの骨組みには、外壁材、内壁材、天井材、床材等が取り付け可能である。
また、一方の長辺下梁44と他方の長辺下梁44との間には、短辺下梁45の短辺方向に平行になるように、床小梁45Aが複数、所定の間隙を有して設けられている。さらに、一方の長辺上梁42と他方の長辺上梁42との間には、短辺上梁43の短辺方向に平行になるように、天井小梁43Aが複数、所定の間隙を有して設けられている。
As shown in FIG. 2, the framework of the building unit 4 includes four columns 41 at four corners, and two long-side upper beams 42 and short-side upper beams 43 that join the upper ends of these columns 41 to each other. Each of the two long side lower beams 44 and the short side lower beam 45 that join the lower ends of the columns 41 is included. An outer wall material 46A is attached to one of the frames composed of the long-side upper beam 42, the long-side lower beam 44, and the two columns 41, and the short-side upper beam 43, the short-side lower beam 45, and two The outer wall material 46A is also attached to one of the frames composed of the columns 41. In addition, an outer wall material, an inner wall material, a ceiling material, a floor material, and the like can be attached to these frames as necessary.
In addition, a plurality of floor beams 45A are provided between the one long side lower beam 44 and the other long side lower beam 44 so as to be parallel to the short side direction of the short side lower beam 45, with a predetermined gap. It is provided. Furthermore, a plurality of ceiling beams 43A are provided between the one long side upper beam 42 and the other long side upper beam 42 so as to be parallel to the short side direction of the short side upper beam 43, with a predetermined gap. It is provided.

深基礎2は、図3に示すように、略長方形状の底版部21と、底版部21から立ち上がって形成され、土圧を受ける側壁部22とから構成される。そして、底版部21と、側壁部22と、側壁部22に支持された建物ユニット4の底面とで囲まれた空間が前述した収納空間5である。底版部21および側壁部22は、現場打ちコンクリート製であり、底版部21の厚さ寸法は、例えば、20cm以上に設定されている。   As shown in FIG. 3, the deep foundation 2 includes a substantially rectangular bottom plate portion 21, and a side wall portion 22 that is formed to rise from the bottom plate portion 21 and receives earth pressure. And the space enclosed by the bottom plate part 21, the side wall part 22, and the bottom face of the building unit 4 supported by the side wall part 22 is the storage space 5 mentioned above. The bottom plate portion 21 and the side wall portion 22 are made of cast-in-place concrete, and the thickness dimension of the bottom plate portion 21 is set to 20 cm or more, for example.

底版部21の上面と側壁部22の下端縁との間には、打継ぎ23が設けられている。底版部21の外端面および側壁部の外側面には、打継ぎ23を覆うように外側止水部材としてのアスファルトシート24Aが貼り付けられている。アスファルトシート24Aとしては、例えば、改質アスファルトシートなどが挙げられる。打継ぎ23の中央部分には、止水シール23Aが設けられている。止水シール23Aは、底版部21の側端部に沿って四周連続して設けられている。   A joint 23 is provided between the upper surface of the bottom plate portion 21 and the lower edge of the side wall portion 22. An asphalt sheet 24A as an outer water stop member is attached to the outer end surface of the bottom plate portion 21 and the outer side surface of the side wall portion so as to cover the joint 23. Examples of the asphalt sheet 24A include a modified asphalt sheet. A water stop seal 23 </ b> A is provided at the center of the joint 23. The water stop seal 23 </ b> A is provided continuously four times along the side end portion of the bottom plate portion 21.

側壁部22の内側面および底版部21の上面には、アスファルトシート50が連続して凹状に貼り付けられている。アスファルトシート50としては、例えば、改質アスファルトシートなどが挙げられる。
アスファルトシート50の上面には、略平板形状の合板51Aがアスファルトシート50に沿って設けられ、合板51Aの上面には、床パネル51Bを水平方向に支持するための支持具51Cが設けられている。
また、アスファルトシート50の内側面には、図3、5に示すように、略平板状の防蟻断熱部材52が側壁部22に沿って設けられている。防蟻断熱部材52は、防蟻薬剤を含浸させた硬質発砲樹脂性パネルである。硬質発砲樹脂性パネルとしては、例えば、スタイロフォームAT(登録商標)などが挙げられる。
防蟻断熱部材52の内側には、所定幅の空気層53Aを介して壁下地部材53Bが防蟻断熱部材52に沿って設けられている。そして、壁下地部材53Bにおける内側面には、石膏ボードなどの内壁パネル53Cが壁下地部材53Bに沿って設けられている。内壁パネル53Cは、床パネル51Bの端部にて支持されている。
そして、壁下地部材53Bおよび内壁パネル53Cの上端部には、天井パネル54が配設されている。天井パネル54と、床パネル51Bとの間の天井高さは、1.4m程度に設定されている。
An asphalt sheet 50 is continuously attached in a concave shape on the inner surface of the side wall portion 22 and the upper surface of the bottom plate portion 21. Examples of the asphalt sheet 50 include a modified asphalt sheet.
A substantially flat plywood 51A is provided along the asphalt sheet 50 on the upper surface of the asphalt sheet 50, and a support 51C for supporting the floor panel 51B in the horizontal direction is provided on the upper surface of the plywood 51A. .
Further, on the inner side surface of the asphalt sheet 50, as shown in FIGS. 3 and 5, a substantially flat ant heat insulation member 52 is provided along the side wall portion 22. The ant-proof heat insulating member 52 is a hard foaming resin panel impregnated with an ant-proofing agent. Examples of the hard foaming resin panel include Styrofoam AT (registered trademark).
Inside the ant proof heat insulating member 52, a wall base member 53B is provided along the ant proof heat insulating member 52 via an air layer 53A having a predetermined width. An inner wall panel 53C such as a gypsum board is provided along the wall foundation member 53B on the inner side surface of the wall foundation member 53B. The inner wall panel 53C is supported at the end of the floor panel 51B.
A ceiling panel 54 is disposed at the upper ends of the wall base member 53B and the inner wall panel 53C. The ceiling height between the ceiling panel 54 and the floor panel 51B is set to about 1.4 m.

側壁部22の上端部には、図3に示すように、建物ユニット4の底面が跨るように配設されている。具体的には、建物ユニット4の長辺下梁44および短辺下梁45が側壁部22の上に配置されている。この際、側壁部22の上端部には、図5に示すように、アンカー部材22Aが複数設けられており、アンカー部材22Aには、建物ユニット4の柱41の下端部に設けられたアンカーが挿入されている。
短辺下梁45の下端部には、床小梁45Aが短辺下梁45に沿って設けられている。床小梁45Aの上端部には、建物ユニット4の床パネル45Cが配設されている。床小梁45Aの内側には下地材45Bが配設されている。これら床小梁45Aおよび下地材45Bの下端面には、防蟻シート46が取り付けられている。この防蟻シート46の下面は、天井パネル54に対向している。
そして、2本の短辺下梁45のうち一方の外側面には、外壁材46Aが鉛直方向に延びて設けられている。図示しないが、2本の長辺下梁44のうち一方にも同様に、外壁材46Aが設けられている。外壁材46Aの内側には、外壁材46Aに沿って、内壁パネル46Bが設けられている。内壁パネル46Bは、床パネル45Cの端部にて支持されている。なお、短辺下梁45と床小梁45Aとの間、床小梁45Aと他の床小梁45Aとの間、および外壁材46Aと内壁パネル46Bとの間には、それぞれ断熱材が設けられている。
As shown in FIG. 3, the upper end portion of the side wall portion 22 is disposed so that the bottom surface of the building unit 4 is straddled. Specifically, the long side lower beam 44 and the short side lower beam 45 of the building unit 4 are arranged on the side wall portion 22. At this time, as shown in FIG. 5, a plurality of anchor members 22 </ b> A are provided at the upper end portion of the side wall portion 22, and the anchor provided at the lower end portion of the column 41 of the building unit 4 is provided on the anchor member 22 </ b> A. Has been inserted.
A floor small beam 45 </ b> A is provided along the short side lower beam 45 at the lower end portion of the short side lower beam 45. The floor panel 45C of the building unit 4 is disposed at the upper end of the floor beam 45A. A base material 45B is arranged inside the floor beam 45A. An ant-proof sheet 46 is attached to the lower end surfaces of the floor beam 45A and the base material 45B. The lower surface of the ant-proof sheet 46 faces the ceiling panel 54.
An outer wall member 46A is provided on one outer surface of the two short side lower beams 45 so as to extend in the vertical direction. Although not shown, one of the two long side lower beams 44 is similarly provided with an outer wall member 46A. Inside the outer wall member 46A, an inner wall panel 46B is provided along the outer wall member 46A. The inner wall panel 46B is supported at the end of the floor panel 45C. Insulating materials are provided between the short side lower beam 45 and the floor beam 45A, between the floor beam 45A and the other floor beam 45A, and between the outer wall material 46A and the inner wall panel 46B. It has been.

防蟻シート46は、図2、4に示すように、長辺下梁44の下端面、短辺下梁45の下端面、床小梁45Aの下端面、および下地材45Bの下端面にて取り付けられており、建物ユニット4の底面をほぼ覆って設けられている。この防蟻シート46下端面と、防蟻断熱部材52およびアスファルトシート50の上端面との間には、充填剤60が充填されており、充填剤60を介して、防蟻シート46と防蟻断熱部材52およびアスファルトシート50とが接着されている。また、側壁部22の上端面と短辺下梁45の下端面と間には、ウレタンフォーム61、気密シール材62、およびコーキング材63がそれぞれ設けられている。
なお、防蟻シート46と防蟻断熱部材52との間には、充填剤60を設けることなく、防蟻シート46と防蟻断熱部材52とが直接連続する構成でもよい。
As shown in FIGS. 2 and 4, the ant-proof sheet 46 is formed on the lower end surface of the long side lower beam 44, the lower end surface of the short side lower beam 45, the lower end surface of the floor beam 45A, and the lower end surface of the base material 45B. It is attached and is provided so as to substantially cover the bottom surface of the building unit 4. A filler 60 is filled between the lower end surface of the ant-proof sheet 46 and the upper end surfaces of the ant-proof heat insulating member 52 and the asphalt sheet 50, and the ant-proof sheet 46 and the ant-proof sheet are interposed via the filler 60. The heat insulating member 52 and the asphalt sheet 50 are bonded. Further, a urethane foam 61, an airtight sealing material 62, and a caulking material 63 are provided between the upper end surface of the side wall portion 22 and the lower end surface of the short side lower beam 45, respectively.
Note that the ant-proof sheet 46 and the ant-proof heat insulating member 52 may be directly continuous without providing the filler 60 between the ant-proof sheet 46 and the ant-proof heat-insulating member 52.

次に、本実施形態のユニット式建物1の施工方法を説明する。
現場において、深基礎2および浅基礎3のコンクリートを打設する際には、まず、適宜配筋をしてから深基礎2の底版部21のコンクリートを打設し、底版部21の端部には、止水シール23Aを取り付ける。そして、底版部21の端部に立ち上がるように、側壁部22のコンクリートを打設する。このような手順でコンクリートを打設することで、側壁部22の下端縁と底版部21の上面との間には、打継ぎ23が形成される。打継ぎ23の内部には止水シール23Aが位置する。この打継ぎ23を覆うように、側壁部22の外側面および底版部21の外端面に沿ってアスファルトシート24Aを連続して貼り付ける。また、側壁部22の内側面、および底版部21の上面には、アスファルトシート50を連続して貼り付ける。
Next, the construction method of the unit type building 1 of this embodiment is demonstrated.
When placing concrete for the deep foundation 2 and the shallow foundation 3 at the site, first, the concrete of the bottom slab part 21 of the deep foundation 2 is placed after appropriate reinforcement, and the concrete is placed on the end of the bottom slab part 21. Attaches a water seal 23A. And the concrete of the side wall part 22 is cast | placed so that it may stand at the edge part of the bottom plate part 21. FIG. By placing concrete in such a procedure, a joint 23 is formed between the lower end edge of the side wall portion 22 and the upper surface of the bottom plate portion 21. A water stop seal 23 </ b> A is located inside the joint 23. An asphalt sheet 24 </ b> A is continuously attached along the outer side surface of the side wall portion 22 and the outer end surface of the bottom plate portion 21 so as to cover the joint 23. Further, the asphalt sheet 50 is continuously attached to the inner side surface of the side wall portion 22 and the upper surface of the bottom plate portion 21.

一方、工場では、建物ユニット4の骨組みに、屋根、内壁パネル53C,46B、床パネル51B,45C、天井パネル54、外壁材46Aなどを取り付けて建物ユニット4を製造する。また、建物ユニット4の底面においては、短辺下梁45、床小梁45Aおよび下地材45Bのそれぞれの下端面に防蟻シート46を予め貼り付けておく。そして、建物ユニット4を建設現場まで搬送し、建設現場でクレーンにより吊り上げ、深基礎2および浅基礎3上に載置する。
この際、図4に示すように、防蟻シート46における端部の下面が、充填剤60を介して防蟻断熱部材52に接着される。これにより、収納空間5が形成される。また、防蟻断熱部材52と防蟻シート46との間には、収納空間5の内側から外側に向かって順にウレタンフォーム61、気密シール材62、およびコーキング材63をそれぞれ充填する。
なお、予め工場にて建物ユニット4の底面に充填剤60、ウレタンフォーム61、気密シール材62、およびコーキング材63を取り付けることも可能である。
On the other hand, in the factory, the building unit 4 is manufactured by attaching the roof, the inner wall panels 53C and 46B, the floor panels 51B and 45C, the ceiling panel 54, the outer wall material 46A, and the like to the framework of the building unit 4. In addition, on the bottom surface of the building unit 4, an ant-proof sheet 46 is attached in advance to the lower end surfaces of the short side lower beam 45, the floor beam 45 </ b> A, and the base material 45 </ b> B. Then, the building unit 4 is transported to the construction site, lifted by a crane at the construction site, and placed on the deep foundation 2 and the shallow foundation 3.
At this time, as shown in FIG. 4, the lower surface of the end portion of the termite-proof sheet 46 is bonded to the termite-proof heat insulating member 52 via the filler 60. Thereby, the storage space 5 is formed. Further, between the ant-proof heat insulating member 52 and the ant-proof sheet 46, the urethane foam 61, the airtight seal material 62, and the caulking material 63 are filled in order from the inside to the outside of the storage space 5.
In addition, it is also possible to attach the filler 60, the urethane foam 61, the airtight sealing material 62, and the caulking material 63 to the bottom surface of the building unit 4 in advance at the factory.

以上のような本実施形態によれば、次のような作用効果を奏することができる。
(1)アスファルトシート50を深基礎2の内面に凹状に連続して貼り付けたことで、止水構造を有しない場合や、外防水などの場合と比較して、側方地盤および下方地盤からの水の浸入を防ぐことができ、優れた止水性を確保することができる。
また、アスファルトシート50の内側面に防蟻断熱部材52を設置したから、側方地盤からの蟻の侵入を防止できるとともに断熱性が向上し、優れた防蟻性および断熱性を確保することができる。
さらに、通常、地下室空間の防蟻のために側壁部の厚さを大きくするが、防蟻断熱部材52を設けることにより、側壁部22の厚さを薄くすることができるので、側壁部22に必要なコンクリートの量を少なくでき、経済的である。
According to the present embodiment as described above, the following operational effects can be achieved.
(1) By attaching the asphalt sheet 50 continuously to the inner surface of the deep foundation 2 in a concave shape, compared to the case of having no water stop structure or the case of external waterproofing, the side ground and the lower ground Water can be prevented, and excellent water-stopping property can be secured.
Moreover, since the ant-proof heat insulating member 52 is installed on the inner side surface of the asphalt sheet 50, it is possible to prevent the entry of ants from the side ground and to improve the heat-insulating property and to ensure excellent ant-proofing and heat-insulating properties. it can.
Furthermore, although the thickness of the side wall portion is usually increased to prevent the ant in the basement space, the thickness of the side wall portion 22 can be reduced by providing the ant-proof heat insulating member 52. The amount of concrete required can be reduced and it is economical.

(2)打継ぎ23の中央には、止水シール23Aが設けられ、止水シール23Aは、底版部21の側端部に沿って設けられているので、打継ぎ23の隙間からの浸水を防止できる。 (2) A water stop seal 23A is provided at the center of the joint 23, and the water stop seal 23A is provided along the side end of the bottom plate portion 21, so that water from the gap of the joint 23 is prevented from being immersed. Can be prevented.

(3)建物ユニット4の底面には、防蟻シート46が設けられ、建物ユニット4を載置した状態で防蟻断熱部材52と防蟻シート46とを充填剤60を介して連続して設けるので、防蟻断熱部材52の上端面と防蟻シート46の底面との間から蟻の侵入を確実に防止することができる。
さらに、防蟻断熱部材52と防蟻シート46との間には、ウレタンフォーム61が設けられているので、収納空間5は止水性が向上する。また、ウレタンフォーム61は、軽量であり、予め工場にて建物ユニット4の底面にウレタンフォーム61を取り付けることができる。このため、現場では、深基礎2にウレタンフォーム61を設ける必要がないので、現場での作業がスムーズになる。したがって、施工の作業性が向上する。
(3) The ant-proof sheet 46 is provided on the bottom surface of the building unit 4, and the ant-proof heat insulating member 52 and the ant-proof sheet 46 are continuously provided via the filler 60 in a state where the building unit 4 is placed. Therefore, the entry of ants can be reliably prevented from between the upper end surface of the ant-proof heat insulating member 52 and the bottom surface of the ant-proof sheet 46.
Furthermore, since the urethane foam 61 is provided between the ant-proof heat insulating member 52 and the ant-proof sheet 46, the watertightness of the storage space 5 is improved. The urethane foam 61 is lightweight, and the urethane foam 61 can be attached to the bottom surface of the building unit 4 in advance at the factory. For this reason, since it is not necessary to provide the urethane foam 61 in the deep foundation 2 on the spot, the work on the spot becomes smooth. Therefore, the workability of construction is improved.

(4)さらに底版部21および側壁部22は、現場打ちコンクリート製であり、底版部21の上面と側壁部22の下端縁との間に打継ぎ23が設けられているから、深基礎2の施工の作業性が向上する。
また、打継ぎ23を覆うように、底版部21の外端面と側壁部22の外側面とにアスファルトシート24Aを連続して張り付けるので、打継ぎ23部分からの浸水を確実に防止することができる。また、アスファルトシート24Aは、シート形状なので、側壁部22の外側面および底版部21の外端面に沿って容易に貼り付けられる。
(4) Furthermore, the bottom plate portion 21 and the side wall portion 22 are made of cast-in-place concrete, and a joint 23 is provided between the upper surface of the bottom plate portion 21 and the lower end edge of the side wall portion 22. Workability of construction improves.
Further, since the asphalt sheet 24A is continuously attached to the outer end surface of the bottom plate portion 21 and the outer surface of the side wall portion 22 so as to cover the joint 23, it is possible to reliably prevent water from entering the joint 23 portion. it can. Further, since the asphalt sheet 24 </ b> A has a sheet shape, the asphalt sheet 24 </ b> A is easily attached along the outer side surface of the side wall portion 22 and the outer end surface of the bottom plate portion 21.

(5)アスファルトシート50がシート形状なので、側壁部22の内側面にアスファルトシート50を容易に貼り付けることができる。
そして、防蟻断熱部材52が防蟻薬剤を含浸させた硬質発砲樹脂性パネルなので、硬質発砲樹脂性パネルを設けることにより、容易な施工で確実に防蟻性および断熱性が得られる。
(5) Since the asphalt sheet 50 has a sheet shape, the asphalt sheet 50 can be easily attached to the inner surface of the side wall portion 22.
And since the ant-proof heat insulating member 52 is a hard foaming resin panel impregnated with an ant-proofing agent, the provision of the hard foaming resin-like panel can surely provide the ant-proofing property and the heat insulating property by easy construction.

(6)そして、床パネル51Bと、内壁パネル53Cと、天井パネル54とで囲まれた収納空間5は、天井高さが1.4m程度に設定されているので、地下室として利用できる空間が最低限確保できる。また、深基礎2を設ける際に、天井高さが1.4m程度の高さであるため、住居空間を設ける場合と比較して、掘削量が少なくて済み、施工コストを抑制することができる。
また、深基礎2の構造により収納空間5が得られるから、敷地面積が限られた敷地の中で、土地を有効利用できるとともに、建物の内部空間の居室などを広く確保することができる。
(6) Since the storage space 5 surrounded by the floor panel 51B, the inner wall panel 53C, and the ceiling panel 54 has a ceiling height of about 1.4 m, the space that can be used as a basement is the lowest. The limit can be secured. Further, when the deep foundation 2 is provided, the ceiling height is about 1.4 m, so that the amount of excavation can be reduced compared to the case where a residential space is provided, and the construction cost can be suppressed. .
Further, since the storage space 5 is obtained by the structure of the deep foundation 2, the land can be used effectively in the site where the site area is limited, and a room in the internal space of the building can be secured widely.

なお、本発明は、上述した実施の形態に限定されるものではなく、本発明の目的を達成できる範囲で以下に示される変形をも含むものである。
例えば、防蟻シート46と、防蟻断熱部材52との間には、充填剤60が充填されている構成を示したが、これに限られず防蟻シート46と、防蟻断熱部材52との間には、クッション材などが配設されていても良い。また、充填剤60は、防蟻断熱部材52と同じ防蟻断熱部材であっても良い。すなわち、充填剤60を充填することなく、防蟻断熱部材52の上端部が所定寸法分上方に突出した状態で、建物ユニット4を側壁部に載置してもよい。つまり、防蟻断熱部材52が上下方向に圧縮された状態となり、建物ユニット4の底面に直接連続する。この場合、密圧効果により、防犠牲が向上する。
そして、打継ぎ23の中央部分には、止水シール23Aを設ける構成を示したが、止水シール23Aの代わりに、塗布防水を施してもよい。また、止水シール23Aとともに、塗布防水を施しても良い。
さらに、底版部21の上面と側壁部22の下端縁との間に打継ぎ23が設けられる構成を示したが、例えば、打継ぎを設けることなく、底版部21および側壁部22を一体にコンクリート打ちしても良い。この場合、打継ぎが設けられないので、さらに止水性が向上する。
そして、天井パネル54と、床パネル51Bとの間の天井高さは、1.4m程度に設定されている構成を示したが、これに限られず、空間高さが1.4mよりも大きく設けられていても良い。この場合、空間高さが1.4m以上であると、居住部として利用することも可能となる。
また、底版部21の厚さ寸法は、20cm以上である構成を示したが、これに限られず、例えば、20cm未満でもよい。この場合、底版部21上に適宜、防蟻部材を設けても良い。
In addition, this invention is not limited to embodiment mentioned above, The deformation | transformation shown below is included in the range which can achieve the objective of this invention.
For example, the configuration in which the filler 60 is filled between the ant-proof sheet 46 and the ant-proof heat insulating member 52 is shown, but not limited thereto, the ant-proof sheet 46 and the ant-proof heat insulating member 52 A cushioning material or the like may be disposed between them. The filler 60 may be the same ant-proof heat insulating member as the ant-proof heat insulating member 52. That is, the building unit 4 may be placed on the side wall portion in a state where the upper end portion of the ant protection heat insulating member 52 protrudes upward by a predetermined dimension without filling the filler 60. That is, the ant-proof heat insulating member 52 is compressed in the vertical direction, and continues directly to the bottom surface of the building unit 4. In this case, sacrificial prevention is improved by the dense pressure effect.
And although the structure which provides the water stop 23A in the center part of the joint 23 was shown, application | coating waterproofing may be given instead of the water stop seal 23A. Moreover, you may give application | coating waterproofing with the water stop seal | sticker 23A.
Furthermore, although the structure in which the joint 23 is provided between the upper surface of the bottom plate portion 21 and the lower end edge of the side wall portion 22 is shown, for example, the bottom plate portion 21 and the side wall portion 22 are integrated into the concrete without providing the joint. You can hit it. In this case, since the joint is not provided, the water stoppage is further improved.
And although the ceiling height between the ceiling panel 54 and the floor panel 51B showed the structure currently set to about 1.4 m, it is not restricted to this, Space height is provided larger than 1.4 m. It may be done. In this case, if the space height is 1.4 m or more, it can be used as a living part.
Moreover, although the thickness dimension of the baseplate part 21 showed the structure which is 20 cm or more, it is not restricted to this, For example, less than 20 cm may be sufficient. In this case, an anti-rust member may be provided on the bottom plate portion 21 as appropriate.

その他、本発明の実施の際の具体的な構造および手順は、本発明の目的を達成できる範囲で他の構造などに適宜変更できる。   In addition, the specific structure and procedure for carrying out the present invention can be appropriately changed to other structures and the like within a range in which the object of the present invention can be achieved.

本発明は、深基礎構造を有するユニット式建物に利用できる。   The present invention can be used for a unit building having a deep foundation structure.

本発明の実施形態であるユニット式建物を簡略化して示す斜視図である。It is a perspective view which simplifies and shows the unit type building which is embodiment of this invention. ユニット式建物における建物ユニットを底面側から見た斜視図である。It is the perspective view which looked at the building unit in a unit type building from the bottom side. ユニット式建物の基礎構造を示す縦断面図である。It is a longitudinal cross-sectional view which shows the basic structure of a unit type building. ユニット式建物の基礎構造の上部を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows the upper part of the basic structure of a unit type building. ユニット式建物の基礎構造を示す平面図である。It is a top view which shows the basic structure of a unit type building.

符号の説明Explanation of symbols

1……ユニット式建物
2……深基礎
4……建物ユニット
5……地下室用収納空間
21…底版部としてのベース部
22…側壁部
50…止水部材としてのアスファルトシート
52…防蟻断熱部材
DESCRIPTION OF SYMBOLS 1 ... Unit type building 2 ... Deep foundation 4 ... Building unit 5 ... Basement storage space 21 ... Base part as bottom slab part 22 ... Side wall part 50 ... Asphalt sheet as waterproofing member 52 ... Ant-proof heat insulation member

Claims (6)

建物ユニットを複数配置して構成されるユニット式建物の基礎構造であって、
地盤面から所定深さに設けられるコンクリート製の底版部と、
この底版部から立ち上がって土圧を受け、かつ上側に前記建物ユニットを支持する側壁部と、を備え、
前記底版部と前記側壁部と前記建物ユニットの底面とで囲まれて収納空間が形成され、前記側壁部の内側面と前記底版部の上面とに連続する止水部材が設けられるとともに、前記止水部材の内側面および上面のうち少なくとも内側面に防蟻断熱部材が設けられ、
前記側壁部の上側に載置される前記建物ユニットの底面には底面防蟻部材が設けられ、前記建物ユニットを載置した状態で前記防蟻断熱部材と前記底面防蟻部材とが連続して設けられた
ことを特徴とするユニット式建物の基礎構造。
It is a basic structure of a unit type building composed of multiple building units,
A concrete bottom slab provided at a predetermined depth from the ground surface;
A side wall portion that rises from the bottom plate portion and receives earth pressure and supports the building unit on the upper side,
A storage space is defined by being surrounded by the bottom plate portion, the side wall portion, and the bottom surface of the building unit, and a water stop member that is continuous with the inner side surface of the side wall portion and the top surface of the bottom plate portion is provided. An ant-proof heat insulating member is provided on at least the inner surface of the inner surface and the upper surface of the water member,
A bottom surface ant protection member is provided on the bottom surface of the building unit placed on the upper side of the side wall, and the ant heat insulation member and the bottom surface ant protection member are continuously provided in a state where the building unit is placed. The basic structure of the unit type building characterized by being provided .
請求項1に記載のユニット式建物の基礎構造であって、
前記防蟻断熱部材と前記底面防蟻部材との間に充填される充填剤が設けられた
ことを特徴としたユニット式建物の基礎構造。
The basic structure of the unit type building according to claim 1 ,
A basic structure of a unit-type building, characterized in that a filler is provided between the ant-proof heat insulating member and the bottom ant-proof member.
請求項1又は請求項2に記載のユニット式建物の基礎構造であって、
前記底版部および側壁部は、現場打ちコンクリート製であり、前記底版部および側壁部の外側には、連続して外側止水部材が設けられた
ことを特徴としたユニット式建物の基礎構造。
The basic structure of the unit type building according to claim 1 or 2 ,
The base structure of a unit type building, wherein the bottom plate portion and the side wall portion are made of cast-in-place concrete, and an outer water stop member is continuously provided outside the bottom plate portion and the side wall portion.
請求項1から請求項3のいずれかに記載のユニット式建物の基礎構造であって、
前記止水部材がアスファルトシートであり、前記防蟻断熱部材が防蟻薬剤を含浸させた硬質発砲樹脂性パネルである
ことを特徴としたユニット式建物の基礎構造。
The basic structure of the unit type building according to any one of claims 1 to 3 ,
The basic structure of a unit type building, wherein the water-stopping member is an asphalt sheet, and the ant-proof heat-insulating member is a hard foaming resin panel impregnated with an ant-proofing agent.
請求項1から請求項4のいずれかに記載のユニット式建物の基礎構造であって、
前記収納空間は、天井高さが1.4m程度に設定された
ことを特徴としたユニット式建物の基礎構造。
The basic structure of the unit type building according to any one of claims 1 to 4 ,
The basic structure of the unit type building, wherein the storage space has a ceiling height of about 1.4 m.
地盤面から所定深さに設けられるコンクリート製の底版部と、この底版部から立ち上がって土圧を受け、かつ上側に前記建物ユニットを支持する側壁部とを備えた基礎の上に建物ユニットを複数配置し、前記底版部と前記側壁部と前記建物ユニットの底面とで囲まれて収納空間が形成されるユニット式建物を施工する方法であって、前記側壁部の内側面と前記底版部の上面とに連続する止水部材を設けるとともに、前記止水部材の内側面および上面のうち少なくとも内側面に防蟻断熱部材を設け、底面に予め底面防蟻部材が設けられた前記建物ユニットを、前記側壁部の上側に載置して前記防蟻断熱部材と前記底面防蟻部材とを連続させたことを特徴とするユニット式建物の施工方法。A plurality of building units on a foundation comprising a concrete bottom slab provided at a predetermined depth from the ground surface, and a side wall that rises from the bottom slab and receives earth pressure and supports the building unit on the upper side. A method of constructing a unit building in which a storage space is formed by being disposed and surrounded by the bottom plate portion, the side wall portion, and the bottom surface of the building unit, the inner surface of the side wall portion and the upper surface of the bottom plate portion And a water-stopping member that is continuous with the water-stopping member, and at least the inner surface of the water-stopping member is provided with an ant-proof heat-insulating member on the inner surface, and the bottom surface is provided with the bottom-preventing member in advance. A method for constructing a unit-type building, which is placed on the upper side of a side wall and the ant-proof heat insulating member and the bottom ant-proof member are made continuous.
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