JP2002356930A - Basement-attached steel frame unit residential building - Google Patents

Basement-attached steel frame unit residential building

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Publication number
JP2002356930A
JP2002356930A JP2001205438A JP2001205438A JP2002356930A JP 2002356930 A JP2002356930 A JP 2002356930A JP 2001205438 A JP2001205438 A JP 2001205438A JP 2001205438 A JP2001205438 A JP 2001205438A JP 2002356930 A JP2002356930 A JP 2002356930A
Authority
JP
Japan
Prior art keywords
unit
basement
units
type
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001205438A
Other languages
Japanese (ja)
Other versions
JP4725875B2 (en
Inventor
Mitsumasa Murakami
光政 村上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2001205438A priority Critical patent/JP4725875B2/en
Publication of JP2002356930A publication Critical patent/JP2002356930A/en
Application granted granted Critical
Publication of JP4725875B2 publication Critical patent/JP4725875B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To shorten a construction period at a site, save a construction cost, achieve excellent in habitability such as aseismic performance, durability, structural safety, heat insulation performance, sound-proof performance, and airtightness, and reduce an air conditioning load and an air conditioning cost by effective utilization of underground heat energy. SOLUTION: Structures 4W, 4F, 4C of walls, floors, and ceilings comprising outside metal plates 6 on the outside of core steel frames 5, interior finishing wooden substrates 8 on the inside, and heat insulating layers between inner and outer plates 10 and 6 are fabricated in a factory to compos plural box units 1 of a rigid frame structure in the short sides and an aseismic wall structure in the direction of long sides. A plurality of the box units 1 are stacked in the vertical direction including a basement at the residential building site, and the stacked units are fixed and jointed to each other to build this basement-attached residential building. It is composed in such a way that air with less temperature change in a circulation and ventilation path 15B formed in an outer circumference of an interior wall of the unit B1 buried as the basement can be forcedly circulated to circulation and ventilation paths 15F1 and 15F2 in outer circumferences of interior walls of the units F1 and F2 above the ground.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地下室付きの鉄骨
造りユニット式住宅建物に関する。詳しくは、都市部に
多く存在する狭小地の縦方向空間を最大限有効に活用す
ることで、狭小地でありながらも大きな住空間(延べ床
面積)を確保する場合に好適な地下室付き鉄骨造りユニ
ット式住宅建物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel-frame unit-type residential building with a basement. In detail, by making the most of the vertical space of narrow land that is often present in urban areas, a steel frame with a basement suitable for securing a large living space (total floor area) despite being small land It relates to a unit type residential building.

【0002】[0002]

【従来の技術】都市部で多くみられる狭小地に大きな住
空間(延べ床面積)を持った住宅建物を建設するにあた
っては、縦方向空間を最大限有効に活用できるように地
下室付きの複数層住宅建物とすることが考えられる。特
に、住宅建物の場合、地下室は延べ床面積の3分の1ま
で容積率に含まれないという特典があり、この特典を生
かすべく本発明者は、地下室+2〜3階建てといった縦
方向空間を最大限に利用した地下室付きの鉄骨造りユニ
ット式住宅建物を既に提案している。
2. Description of the Related Art When constructing a residential building having a large living space (total floor area) in a small area often seen in an urban area, a multi-story building with a basement is used so that the vertical space can be utilized as efficiently as possible. It can be considered a residential building. In particular, in the case of a residential building, there is a privilege that the basement is not included in the floor area ratio up to one third of the total floor area. In order to make use of this privilege, the present inventor has developed a vertical space such as a basement + two to three stories. It has already proposed a steel-frame unit-type residential building with a basement that makes the best use of it.

【0003】本発明者が既に提案している地下室付きの
鉄骨造りユニット式住宅建物は、複数の芯材鉄骨の外側
に金属製外板が固定されるとともに、芯材鉄骨の内側に
内装仕上げ用木製下地が設けられ、かつ、外板と木製下
地に固定される内板との間の空間で少なくとも芯材鉄骨
を取り囲む箇所及び外板に接する箇所には断熱層が形成
されてなる壁構造体、天井構造体及び床構造体の組立て
により、短辺方向には□型ラーメン構造、長辺方向には
耐震壁構造のボックス型ユニットを構成し、このような
同一仕様、同一構造のボックス型ユニットの複数個を住
宅建設現場に搬入して、そのうちの一つのユニットを地
下に埋設するとともに、残りのユニットを地下埋設ユニ
ットの上に積み重ね、かつ、上下に隣接するユニット同
士を互いに固定接合してなるものである。
[0003] In a steel-frame unit-type residential building with a basement that the present inventor has already proposed, a metal outer plate is fixed outside a plurality of core members and an interior finish is provided inside the core members. A wall structure in which a wooden base is provided, and a heat insulating layer is formed at least in a space between the outer plate and the inner plate fixed to the wooden base, at a position surrounding the core steel frame and at a position in contact with the outer plate. By assembling the ceiling structure and the floor structure, a box-type unit with a □ -shaped rigid frame structure in the short side direction and a shock-resistant wall structure in the long side direction is constructed, and a box-type unit with the same specifications and the same structure as above Are carried into the housing construction site, one of them is buried underground, the other is stacked on the underground buried unit, and the vertically adjacent units are fixedly connected to each other. One in which you composed.

【0004】上記のような構成を持つ本発明者による既
提案の地下室付きの鉄骨造りユニット式住宅建物は、従
来一般の鉄骨造りの地下室付き住宅建物、すなわち、建
設現場で地下室施工用の穴を掘削した上、その掘削穴内
で基礎工事を行い、その基礎上に地下から地上建物の最
上端に達するまでの高さの鉄骨柱を建込むとともに、そ
の鉄骨柱に鉄骨梁を掛架して骨組構造体を施工し、しか
る後、その骨組構造体に対して地下室及び地上建物の
壁、床、天井、屋根等を順次取り付けるといったよう
に、全面現場施工によって建設される従来の鉄骨造りの
地下室付き住宅建物に比べて、現場工事が非常に少な
く、狭小地であっても十分に大きな住空間を持った住宅
建物を非常に短期に能率よく施工することができるだけ
でなく、ラーメン構造と耐震壁構造との複合構造を有し
構造安全性に優れたボックス型ユニット同士を接合一体
化したものであるから、地下埋設ユニットに加わる大き
な土圧や水圧はもとより地上建物用ユニットに加わる大
きな風圧等にも十分に対抗可能な強度を有し、かつ、地
上建物用ユニットが構造安全性の高い地下埋設ユニット
を深基礎として地盤に強固に支持されることになるた
め、地震発生時に地上建物用ユニットの揺れを小さく抑
えるといったように、耐震性、耐久性にも非常に優れて
おり、加えて、上下に隣接するユニット同士の床構造体
及び天井構造体が断熱層を含め上下二重構造となるため
に、住宅建物として要求度の高い断熱、防音等の居住性
及び耐震性、耐久性の向上が図れ、住宅建物全体のグレ
ードアップを達成することができる等々の多くの利点を
有している。
[0004] A steel-frame unit-type residential building with a basement proposed by the present inventor having the above-described configuration is a conventional general steel-framed basement-type residential building, that is, a hole for constructing a basement at a construction site. After the excavation, foundation work was performed in the excavation hole, and a steel column with a height from the basement to the top of the above-ground building was built on the foundation, and a steel beam was hung on the steel column to form a frame. With a conventional steel-frame basement constructed by on-site construction, such as constructing the structure and then attaching the basement and the walls, floors, ceilings, roofs, etc. of the basement and the above-ground building sequentially to the frame structure Compared to a residential building, there is very little on-site construction.Even in a small area, a residential building with a sufficiently large living space can be efficiently constructed in a very short time. Since the box-type units, which have a composite structure with the diaphragm wall structure and have excellent structural safety, are joined and integrated, the large wind pressure applied to the above-ground building unit as well as the large earth pressure and water pressure applied to the underground buried unit The ground-building unit has sufficient strength to withstand the ground structure, and the underground buried unit, which has high structural safety, will be firmly supported on the ground. It has excellent seismic resistance and durability, such as minimizing unit shaking.In addition, the floor structure and ceiling structure of vertically adjacent units have a double-sided structure including a heat insulation layer. Therefore, it is possible to improve the comfort and seismic resistance and durability, which are highly demanded for a residential building, such as heat insulation and soundproofing, and to upgrade the entire residential building. It has the advantage.

【0005】[0005]

【発明が解決しようとする課題】反面、本発明者による
既提案の地下室付きの鉄骨造りユニット式住宅建物は、
地上建物用ユニットを構成する壁構造体及び天井構造体
の骨組となる芯材鉄骨及び鋼板等の金属製外板といった
熱伝導性のよい材料を使用しているために、木造住宅の
場合に比べて季節変動に伴う温度変化や昼夜の急激な温
度変化の影響を受けて空調(冷暖房)負荷が増大し、空
調費用が高くつくという問題が残されている。
On the other hand, a steel-frame unit-type residential building with a basement proposed by the present inventor is:
Compared to the case of wooden houses, it uses materials with good heat conductivity, such as metal cores such as steel cores and steel plates that form the framework of the wall structures and ceiling structures that make up the units for ground buildings. Therefore, there is a problem that the air conditioning (cooling / heating) load increases due to the influence of the temperature change due to the seasonal variation and the rapid temperature change during the day and night, and the cost of the air conditioning increases.

【0006】本発明は上記のような実情に鑑みてなされ
たもので、工期の著しい短縮及び工費の大幅な節減、耐
震性、耐久性、構造安全性、防音性、気密性に非常に優
れ、狭小地においても十分に大きい住空間を確保できる
のはもとより、住宅建物全体の温度変化を小さくして快
適な居住性の確保に要する空調費用の低減を図ることが
できる地下室付き鉄骨造りユニット式住宅建物を提供す
ることを目的としている。
The present invention has been made in view of the above-mentioned circumstances, and has a remarkably shortened construction period and a large reduction in construction cost, and is extremely excellent in earthquake resistance, durability, structural safety, soundproofing, and airtightness. In addition to being able to secure a sufficiently large living space even in a small land, a steel frame unit-type house with a basement that can reduce the temperature change of the entire residential building and reduce the air-conditioning cost required for ensuring comfortable livability It is intended to provide buildings.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明に係る地下室付き鉄骨造りユニット式住宅建
物は、複数の芯材鉄骨の外側に金属製外板が固定される
とともに、芯材鉄骨の内側に内装仕上げ用木製下地が設
けられ、かつ、外板と木製下地に固定される内板との間
の空間で少なくとも芯材鉄骨を取り囲む箇所及び外板に
接する箇所には断熱層が形成されてなる壁構造体、天井
構造体及び床構造体の組立てにより、短辺方向には□型
ラーメン構造、長辺方向には耐震壁構造のボックス型ユ
ニットを構成し、このような同一仕様、同一構造のボッ
クス型ユニットの複数個を住宅建設現場に搬入して、そ
のうちの一つのユニットを地下に埋設するとともに、残
りのユニットを地下埋設ユニットの上に積み重ね、か
つ、上下に隣接するユニット同士を互いに固定接合して
なる地下室付き鉄骨造りユニット式住宅建物であって、
各ボックス型ユニットを構成する天井構造体、壁構造体
及び床構造体における外板と内板との間の空間で上記断
熱層の形成されていない空気層を互いに連通接続させて
各ボックス型ユニット毎にユニット内壁の外周を取り巻
く循環通風路が形成されているとともに、各ボックス型
ユニットの循環通風路同士をダクト接続して地下埋設ユ
ニットにおける循環通風路内の空気を地上建物用ユニッ
トにおける循環通風路に強制循環可能に構成しているこ
とを特徴とするものである。
In order to achieve the above object, in a steel-frame unit-type residential building with a basement according to the present invention, a metal outer plate is fixed to the outside of a plurality of core members and a core member is provided. A wooden foundation for interior finishing is provided inside the steel frame, and a heat insulating layer is provided at least in a space between the outer plate and the inner plate fixed to the wooden substrate, at a portion surrounding the core steel frame and at a portion in contact with the outer plate. By assembling the formed wall structure, ceiling structure, and floor structure, a box-type unit with a □ -type rigid frame structure in the short side direction and a shock-resistant wall structure in the long side direction is constructed, and has the same specifications A plurality of box-type units having the same structure are carried into a house construction site, one of which is buried underground, and the other unit is stacked on the underground buried unit, and the vertically adjacent units are buried. Tsu the door to each other in a basement with a steel frame building unit type residential building which is formed by fixedly joined to each other,
Each box-type unit is formed by connecting the air layers without the heat-insulating layer to each other in the space between the outer plate and the inner plate in the ceiling structure, wall structure, and floor structure constituting each box-type unit. A circulation ventilation path surrounding the outer circumference of the unit inner wall is formed for each unit, and the circulation ventilation ventilation paths of each box-type unit are connected to each other by ducts to allow the air in the circulation ventilation ventilation path in the underground buried unit to circulate in the ground building unit. It is characterized by being configured to be capable of forced circulation on a road.

【0008】上記構成の本発明によれば、全面現場施工
による建設手段が採られていた従来一般の鉄骨造りの地
下室付き住宅建物に比べて、既述したとおりの利点、即
ち、工期の著しい短縮及び工費の大幅な節減が図れると
ともに、耐震性、耐久性、構造安全性、防音性、気密性
に非常に優れ、狭小地においても十分に大きい住空間を
確保できる等々の多くの利点を有している。その上、本
発明では、地下室を形成するユニットが埋設される地下
の温度は年間を通じて安定し、一日の温湿度の変化も非
常に少ないことに着目して、その安定した地下の熱エネ
ルギーの有効利用を図るべく、地下埋設ユニットのユニ
ット内壁の外周を取り巻くように形成された循環通風路
内の空気をダクトファン等を介して地上建物用ユニット
における循環通風路に強制循環させることによって、芯
材鉄骨及び金属製外板といった熱伝導性のよい材料が使
用されている地上建物用ユニットにおける壁構造体及び
天井構造体の温度変化を非常に小さく抑え、それだけ空
調(冷暖房)負荷を減少して快適な居住性の確保に要す
る空調費用の低減を図ることに成功したのである。
[0010] According to the present invention having the above-described structure, as compared with a conventional general steel-framed basement building with a basement that employs construction means by on-site construction, it has the advantages as described above, that is, significantly shortens the construction period. In addition to greatly reducing construction costs, it has many advantages such as excellent earthquake resistance, durability, structural safety, soundproofing, airtightness, and securing a sufficiently large living space even on narrow land. ing. In addition, in the present invention, focusing on the fact that the temperature of the underground in which the units forming the basement are buried is stable throughout the year, and that the temperature and humidity change during the day is very small, For effective use, the core in the underground buried unit is forcibly circulated to the circulating air passage in the unit for the ground building through a duct fan or the like through the air in the circulating air passage formed around the outer wall of the unit inner wall of the underground buried unit. The temperature change of the wall structure and the ceiling structure in the unit for the ground building in which the material with good heat conductivity such as the steel frame and the metal skin is used is extremely small, and the air conditioning (cooling / heating) load is reduced accordingly. The company succeeded in reducing the cost of air conditioning required to ensure comfortable livability.

【0009】本発明に係る地下室付き鉄骨造りユニット
式住宅建物において、地下埋設ユニットと地上建物用ユ
ニット及び/又は上下に積み重ねられた地上建物用ユニ
ット同士を、請求項2に記載のように、それら互いに隣
接するユニットにおける芯材鉄骨の端部に固定した金属
製板部材同士を防水シール材を挟んでボルトにより締付
けて固定接合する構成を採用することにより、ユニット
積み重ね形態のものでありながら、高い気密性及び外部
からの音の侵入や内部(住空間)からの音の漏れ出しを
防ぐ高い防音性が得られるとともに、地下埋設ユニット
における循環通風路内の空気の外部漏れを防止して温湿
度の安定した空気の強制循環による空調負荷の減少性能
を高め、空調費用を一層低減することができる。
In the steel-framed unit-type residential building with a basement according to the present invention, the underground buried unit and the unit for the ground building and / or the units for the ground building stacked vertically are separated from each other. By adopting a configuration in which metal plate members fixed to the ends of the core steel frames of adjacent units are fixedly joined to each other with bolts sandwiching the waterproof sealing material, the unit is in a unit-stacked form, but is high. High airtightness and high soundproofing to prevent intrusion of sound from outside and sound leakage from inside (living space) are obtained, and to prevent external leakage of air in the circulation ventilation passage in the underground buried unit, Thus, the performance of reducing the air-conditioning load by the forced circulation of air can be enhanced, and the air-conditioning cost can be further reduced.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は本発明に係る地下室付き鉄
骨造りユニット式総2階建て住宅建物の外観正面図、図
2はそれの斜視縦断面図であり、この地下室付き鉄骨造
りユニット式総2階建て住宅建物は、寸法や形状などを
標準化して工場で同一仕様、同一構造に製作された後、
大型トラック等を介して住宅建設現場に搬入された3個
のボックス型ユニット1…のうち、一つのユニットB1
を地下に埋設することにより地下室BRを施工するとと
もに、残り二つのユニットF1,F2を地下埋設ユニッ
トB1の上に順次積み重ねることにより地上二階の住宅
室F1R,F2Rを建設して構成されている。 なお、
本実施の形態では、地上建物用の二階ユニットF2の最
上部に切妻屋根Rを施工したもので図示しているが、ろ
く屋根であってもよい。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an external front view of a steel-frame unit-equipped two-story residential building with a basement according to the present invention, and FIG. 2 is a perspective vertical sectional view of the same. After standardizing dimensions, shapes, etc., and producing the same specifications and the same structure at the factory,
Of the three box-type units 1 carried into the house construction site via a heavy truck or the like, one unit B1
Is buried underground to construct a basement room BR, and the remaining two units F1 and F2 are sequentially stacked on the underground burying unit B1 to construct second-floor house rooms F1R and F2R. In addition,
In the present embodiment, the gable roof R is constructed on the uppermost part of the second-floor unit F2 for the above-ground building, but the roof may be a solid roof.

【0011】上記各ユニット1…(B1,F1,F2)
は、四つの壁構造体4Wと一つの床構造体4F及び一つ
の天井構造体4Cを工場でボックス型に組立てて構成さ
れており、このような構造体4W,4F及び4Cの組立
てにより、各ボックス型ユニット1…(B1,F1,F
2)は、短辺方向にはラーメン構造であり、かつ、長辺
方向には耐震壁構造の複合構造となっている。
Each of the units 1 (B1, F1, F2)
Is constructed by assembling four wall structures 4W, one floor structure 4F, and one ceiling structure 4C into a box at a factory, and by assembling such structures 4W, 4F, and 4C, Box type unit 1 (B1, F1, F
2) has a rigid frame structure in the short side direction and a composite structure of a shear wall structure in the long side direction.

【0012】これらボックス型ユニット1…を構成する
構造体4W,4F,4Cのうち、壁構造体4W及び天井
構造体4Cは、図3に示すように、チャンネルやH型鋼
等を用いて適当ピッチに配置された芯材鉄骨5…の外側
に鋼板等の金属製外板6が固定されているとともに、芯
材鉄骨5…の内側フランジ部5a…には内装仕上げ用木
製下地8…を釘止めや接着などにより固定施工可能な下
地止め部材9…が接着固定されており、かつ、壁構造体
4Wの芯材鉄骨5…の上下端部には金属製板部材12,
12…が固定されている。一方、床構造体4Fは、図4
に示すように、芯材鉄骨5…の外側に金属製外板を有さ
ず、芯材鉄骨5…の内側フランジ部5a…に下地止め部
材9…が接着固定されている。
As shown in FIG. 3, the wall structure 4W and the ceiling structure 4C among the structures 4W, 4F, and 4C constituting the box-type units 1 have an appropriate pitch using a channel, H-shaped steel, or the like. A metal outer plate 6 such as a steel plate is fixed to the outside of the core steel members 5 arranged at the center, and a wooden foundation 8 for interior finishing is nailed to the inner flange portions 5a of the core steel members 5. The base stopper members 9 which can be fixed and constructed by bonding or the like are bonded and fixed, and the metal plate members 12 are provided at the upper and lower ends of the core steel members 5 of the wall structure 4W.
12 are fixed. On the other hand, the floor structure 4F is shown in FIG.
As shown in the figure, the metal-made outer plate is not provided on the outer side of the core steel members 5, and the base stopper members 9 are adhesively fixed to the inner flange portions 5a of the core steel members 5.

【0013】なお、各ボックス型ユニット1…は、それ
単体がボックス型に一体構成されたものであってもよい
が、水平方向で複数個に分割された分割ユニット1A,
1A…の芯材鉄骨5,5…をそれらのウェブ部5b,5
b…同士で背中合わせにし、それら背中合わせしたウェ
ブ部5b,5b…をボルト接合により一体化したものを
用いてもよい。このような分割式とする場合は、複数個
の分割ユニット1A…のうち、水平方向の両端に位置す
る分割ユニット1Aは互いに対向する二面とそれに直交
する面との三面に壁構造体4Wを有し、かつ、中間に位
置する分割ユニット1Aは互いに対向する二面にのみ壁
構造体4Wを有して水平一方向に貫通する構造であり、
三面の壁構造体4Wを有する端部分割ユニット1Aの二
つと二面に壁構造体4Wを有する貫通構造の中間分割ユ
ニット1Aとをボルト接合により一体化することで、単
一の室内空間、つまり、地下室BRや地上住宅室F1
R,F2Rを形成するように構成されている。
Each of the box-type units 1 may be integrally formed in a box shape, but may be divided into a plurality of divided units 1A, 1A in the horizontal direction.
The core steel frames 5, 5... Of 1A.
b may be back-to-back, and the back-to-back web portions 5b may be integrated by bolting. In the case of such a division type, among the plurality of division units 1A, the division units 1A located at both ends in the horizontal direction are provided with the wall structure 4W on three surfaces of two surfaces facing each other and a surface orthogonal thereto. And the split unit 1A located in the middle has a wall structure 4W only on two surfaces facing each other and has a structure penetrating in one horizontal direction,
By integrating two of the end division units 1A having the three-sided wall structures 4W and the intermediate division unit 1A of the penetrating structure having the wall structures 4W on the two sides by bolt joining, a single indoor space, that is, , Basement BR and above-ground housing room F1
It is configured to form R, F2R.

【0014】上記のように3個のボックス型ユニット1
…(B1,F1,F2)の積み重ねにより建設される地
下室付き鉄骨造りユニット式総2階建て住宅建物におい
ては、地下埋設ユニットB1と地上建物用の一階ユニッ
トF1及び一階ユニットF1と二階ユニットF2同士
が、図5及び図6に示すように、上下で隣接するユニッ
トB1とF1、F1とF2における壁構造体4W,4W
の芯材鉄骨5,5の下端部と上端部に固定の金属製板部
材12,12同士を防水シール材14を挟んでボルト1
3により締付けた接合部Xと、各上部側ユニットF1,
F2の床構造体4Fにおける芯材鉄骨5…と各下部側ユ
ニットB1,F1の天井構造体4Cにおける金属製外板
6との現場溶接による接合部Y、並びに上下で隣接する
ユニットB1とF1、F1とF2における壁構造体4
W,4Wの外板6,6の端部同士の全周に亘る現場溶接
による接合部Zとにより相互に一体固定接合されてい
る。
As described above, three box-type units 1
... In a total two-story residential building with a basement with a basement constructed by stacking (B1, F1, F2), an underground buried unit B1, a first-floor unit F1 for a ground-based building, and a first-floor unit F1 and a second-floor unit 5 and 6, the wall structures 4W, 4W in the vertically adjacent units B1 and F1, and F1 and F2, as shown in FIGS.
The metal plate members 12 fixed to the lower end and the upper end of the core steel members 5
3 and the upper unit F1,
A joint Y by in-situ welding between the core steel 5 in the floor structure 4F of F2 and the metal outer plate 6 in the ceiling structure 4C of each lower unit B1, F1, and units B1 and F1, which are vertically adjacent to each other, Wall structures 4 in F1 and F2
The ends of the outer plates 6 and 6 of W and 4W are integrally fixedly joined to each other by a joining portion Z formed by field welding over the entire periphery.

【0015】各ユニット1…(B1,F1,F2)にお
ける各構造体4W,4F,4Cの金属製外板6と上記木
製下地8…に施工現場で釘止めあるいは接着止めされる
床仕上材やプラスターボードあるいは壁仕上材等の木製
内板10との間の空間で上記芯材鉄骨5…を取り囲む箇
所及び金属製外板6に接する箇所には、それらが露出し
ないように発泡性断熱材の一例である発泡ウレタンを現
場吹付けすることにより断熱層11が形成されている。
A floor finishing material which is nailed or glued to the metal outer plate 6 of each structure 4W, 4F, 4C in each unit 1 ... (B1, F1, F2) and the wooden base 8 at the construction site. An example of a foam insulating material in a space between the wooden inner plate 10 such as a plaster board or a wall finishing material and a portion surrounding the core steel members 5... And a portion in contact with the metal outer plate 6 so that they are not exposed. The heat-insulating layer 11 is formed by spraying urethane foam, which is as follows.

【0016】上記構成の地下室付き鉄骨造り総2階建て
住宅建物において、各ユニット1…(B1,F1,F
2)を構成する天井構造体4C、壁構造体4W及び床構
造体4Fにおける外板6と内板10との間の空間で上記
断熱層11の形成されていない空気層19を互いに連通
接続させることにより、各ユニット1…(B1,F1,
F2)毎にユニット内壁の外周を取り巻く状態で図2の
太線矢印で示すような空気流れを形成する循環通風路1
5B,15F1,15F2が形成されている。これら各
ユニット1…(B1,F1,F2)の循環通風路15
B,15F1,15F2同士はダクトファン16,16
を介して接続されており、これによって、地下埋設ユニ
ットB1における循環通風路15B内の空気を地上建物
用ユニットF1,F2における循環通風路15F1,1
5F2にも強制循環可能に構成している。なお、各ユニ
ット1…における壁構造体4W…の内板10には給気グ
リル18が、また、天井構造体4C…の内板10には排
気グリル19が開設されているが、その強制給排気装置
については本発明と直接関係のないものであるため、詳
細な説明は省略する。
In the above-structured steel-framed total two-story residential building with a basement, each unit 1 (B1, F1, F
In the space between the outer plate 6 and the inner plate 10 in the ceiling structure 4C, the wall structure 4W, and the floor structure 4F constituting 2), the air layers 19 where the heat insulating layer 11 is not formed are connected to each other. By this, each unit 1... (B1, F1,
F2) The circulation ventilation path 1 that forms an air flow as indicated by a thick arrow in FIG. 2 in a state surrounding the outer circumference of the inner wall of the unit.
5B, 15F1 and 15F2 are formed. The circulation ventilation path 15 of each of these units 1... (B1, F1, F2)
B, 15F1, 15F2 are duct fans 16, 16
Through which the air in the circulation ventilation passage 15B in the underground buried unit B1 is separated from the circulation ventilation passage 15F1, 1 in the above-ground building units F1, F2.
5F2 is also configured to be capable of forced circulation. In each of the units 1, an air supply grill 18 is provided on the inner plate 10 of the wall structure 4W, and an exhaust grill 19 is provided on the inner plate 10 of the ceiling structure 4C. Since the exhaust device is not directly related to the present invention, a detailed description is omitted.

【0017】上記のような地下室付き鉄骨造りユニット
式総2階建て住宅建物は、工場で組立てられ製作された
同一仕様、同一構造の3個のボックス型ユニット1…を
大型トラック等で住宅建設現場に搬入して、それらのう
ちの一つのユニットB1が地下に埋設されるように縦
(上下)方向に積み重ねるとともに、上下に隣接するユ
ニットB1,F1、F1,F2における各壁構造体4
W,4Wの芯材鉄骨5,5の下端部と上端部に固定の金
属製板部材12,12同士のボルト13による締め付け
接合及び各上部側ユニットF1,F2,F3の床構造体
4Fにおける芯材鉄骨5…と各下部側ユニットB1,F
1,F2の天井構造体4Cにおける金属製外板6との現
場溶接による接合並びに各壁構造体4Wの外板6,6の
端部同士の全周に亘る現場溶接による固定接合というユ
ニット接合工事と、各ユニット1…における各構造体4
W,4F,4Cの外板6と内板10との間の空間への発
泡ウレタンの吹き付けによる断熱層11の形成工事とい
う簡単かつ工数の少ない現場工事を行うだけで、狭小地
であっても十分に大きな住空間を持つ地下室付きユニッ
ト式総2階建て住宅建物を非常に短い工期で建設するこ
とが可能である。
The above-mentioned two-story residential building with a basement and a steel frame unit is constructed by assembling three box-type units 1 having the same specifications and the same structure assembled and manufactured in a factory by a heavy truck or the like. And one of the units B1 is stacked vertically (up and down) so as to be buried underground, and each of the wall structures 4 in the vertically adjacent units B1, F1, F1, and F2.
The metal plate members 12, 12 fixed to the lower end and the upper end of the core steel members 5, 5 of W, 4W are fastened and joined by bolts 13 and the cores of the floor units 4F of the upper units F1, F2, F3. Steel frame 5 ... and each lower unit B1, F
Unit joining work in which the ceiling structure 4C of F1 and F2 is joined by a metal outer plate 6 by field welding, and the fixed joining of the end portions of the outer plates 6 and 6 of each wall structure 4W is performed by site welding over the entire circumference. And each structure 4 in each unit 1...
Even if the construction is simple and requires a small number of steps, such as forming the heat insulating layer 11 by spraying urethane foam on the space between the outer plate 6 and the inner plate 10 of W, 4F, 4C, even if the work is on a small land, It is possible to construct a unit-type total two-story residential building with a basement having a sufficiently large living space in a very short construction period.

【0018】また、ラーメン構造と耐震壁構造との複合
構造を有し構造安全性に優れたボックス型ユニット1…
の一体化により、地下埋設ユニットB1に加わる大きな
土圧や水圧はもとより地上建物用ユニットF1,F2に
加わる大きな風圧等にも十分に対抗可能な強度を有し、
さらに、地上建物用ユニットF1,F2が地下埋設ユニ
ットB1を深基礎として地盤に強固に支持されることに
なるため、地震発生時の地上建物用ユニットF1,F2
の揺れを小さく抑えるといった非常に優れた耐震性、耐
久性も確保することが可能である。また、各ユニットB
1,F1,F2の積み重ねによって、上下に隣接する層
の床構造体4F及び天井構造体4Cが断熱層11,11
を含め上下二重構造となるために、高い断熱性、防音性
及び気密性を確保することが可能である。
A box-type unit 1 having a composite structure of a ramen structure and an earthquake-resistant wall structure and having excellent structural safety.
Has a strength enough to withstand not only a large earth pressure and a water pressure applied to the underground buried unit B1 but also a large wind pressure applied to the units F1 and F2 for the above-ground buildings,
Further, since the ground building units F1 and F2 are firmly supported on the ground with the underground buried unit B1 as a deep foundation, the ground building units F1 and F2 at the time of an earthquake occur.
It is also possible to secure extremely excellent earthquake resistance and durability, such as minimizing the sway of rocks. Also, each unit B
By stacking 1, F1 and F2, the floor structure 4F and the ceiling structure 4C of the vertically adjacent layers are heat-insulated layers 11, 11
, It is possible to ensure high heat insulation, soundproofing, and airtightness.

【0019】加えて、上下に積み重ねられた各ユニット
1…には、ユニット内壁の外周を取り巻くように形成さ
れた循環通風路15B,15F1,15F2がダクトフ
ァン16,16を介して互いに接続されており、年間を
通じて安定し、かつ、一日の温湿度の変化も非常に少な
く安定している地下の熱エネルギー、つまり、地下埋設
ユニットB1における循環通風路15B内の温湿度の安
定した空気がファンダクト16,16を介して地上建物
用ユニットF1,F2における循環通風路15F1,1
5F2にも強制循環されることになる。これによって、
芯材鉄骨5…及び金属製外板6といった熱伝導性がよ
く、外気温の影響を受けて激しく温度変化しやすい材料
から構成されている地上建物用ユニットF1,F2にお
ける壁構造体4W及び天井構造体4Cの温度変化を非常
に小さく抑えることが可能となり、それだけ空調(冷暖
房)負荷を減少して快適な居住性の確保に要する空調費
用の低減を図ることが可能である。
In addition, circulating ventilation paths 15B, 15F1, 15F2 formed so as to surround the outer periphery of the inner wall of each unit 1 are connected to each other via duct fans 16, 16 to the units 1 stacked vertically. The underground thermal energy, which is stable throughout the year and has very little change in temperature and humidity during the day, that is, the air with stable temperature and humidity in the circulation ventilation passage 15B in the underground burying unit B1 is a fan. The circulation ventilation passages 15F1,1 in the units F1, F2 for the ground buildings via the ducts 16,16.
Forced circulation is also performed on 5F2. by this,
The wall structure 4W and the ceiling in the units F1 and F2 for the above-ground buildings, which are made of a material having good thermal conductivity such as the core steel frame 5 and the metal outer plate 6 and which are liable to drastically change in temperature under the influence of the outside temperature. The temperature change of the structure 4C can be kept very small, and the air-conditioning (cooling / heating) load can be reduced accordingly, and the air-conditioning cost required for securing comfortable livability can be reduced.

【0020】なお、上記実施の形態では、地下室付き鉄
骨作りユニット式総2階建て住宅建物に適用して説明し
たが、地下室付きの平屋建て住宅建物でも、総3階建て
住宅建物であってもよい。また、同一仕様、同一構造の
ボックス型ユニットを地上において水平方向にも複数個
並置して接合することも可能である。
In the above-described embodiment, the present invention is applied to a two-story residential building with a basement-equipped steel frame unit. However, the present invention may be applied to a single-story residential building with a basement or a three-story residential building. Good. It is also possible to join a plurality of box-type units having the same specifications and the same structure in the horizontal direction on the ground.

【0021】また、上記実施の形態では、各ユニット1
…(B1,F1,F2)の循環通風路15B,15F
1,15F2同士をダクトファン16,16を介して接
続させただけの構成で説明したが、各ダクトファン1
6,16の先端に冷暖房用のフレキシブルダクトを接続
し、これらフレキシブルダクトを地上建物用ユニットF
1,F2の循環通風路15F1,15F2の天井部にま
で延設させてもよく、この場合は、地下埋設ユニットB
1における循環通風路15B内の温湿度の安定した空気
を地上建物用ユニットF1,F2の循環通風路15F
1,15F2に効率よく循環させることが可能である。
In the above embodiment, each unit 1
... circulation ventilation passages 15B, 15F of (B1, F1, F2)
Although the description has been made with the configuration in which the duct fans 1 and 15F2 are merely connected via the duct fans 16 and 16, each duct fan 1
6 and 16 are connected with flexible ducts for cooling and heating, and these flexible ducts are connected to the ground building unit F.
1 and F2 may be extended to the ceiling of the circulation ventilation passages 15F1 and 15F2.
1, the air having a stable temperature and humidity in the circulation ventilation passage 15B in the circulation ventilation passage 15B of the ground building units F1 and F2.
It is possible to efficiently circulate through 1,15F2.

【0022】[0022]

【発明の効果】以上のように、本発明によれば、本発明
者が既に提案している地下室付きの鉄骨造りユニット式
住宅建物が有する多くの利点、つまり、全面現場施工に
よる建設手段が採られていた従来一般の鉄骨造りの地下
室付き住宅建物に比べて、工期の著しい短縮及び工費の
大幅な節減が図れるとともに、耐震性、耐久性、構造安
全性、防音性、気密性に非常に優れ、狭小地においても
十分に大きい住空間を確保できる等々の多くの利点を確
保できるのはもとより、年間を通じて安定し、かつ、一
日の温湿度の変化も非常に少なくて安定している地下の
熱エネルギーを地下埋設ユニットだけでなく、外気温の
影響を受けて激しく温度変化しやすい地上建物用ユニッ
ト内壁の外周を取り巻く循環通風路にも強制循環させる
ことによって、芯材鉄骨及び金属製外板といった熱伝導
性のよい材料が使用されている地上建物用ユニットにお
ける壁構造体及び天井構造体の温度変化を非常に小さく
抑えることができ、したがって、それだけ空調(冷暖
房)負荷の減少が図れて快適な居住性の確保に要する空
調費用を著しく低減することができるという効果を奏す
る。
As described above, according to the present invention, there are many advantages of the steel-frame unit-type residential building with a basement that the present inventor has already proposed, that is, construction means by full-field construction is adopted. Compared with the conventional steel-framed basement with a basement, the construction period can be significantly shortened and the construction cost can be greatly reduced, and it is extremely excellent in earthquake resistance, durability, structural safety, soundproofing, and airtightness. In addition to being able to secure many advantages such as securing a sufficiently large living space even in narrow lands, it is stable throughout the year, and the temperature and humidity changes in the day are very small and stable. By forcibly circulating heat energy not only in underground buried units, but also in the circulation ventilation path surrounding the outer wall of the inner wall of the ground building unit, which is subject to severe temperature changes under the influence of outside temperature, The temperature change of the wall structure and the ceiling structure in the unit for the terrestrial building in which a material having good thermal conductivity such as a steel frame and a metal skin is used can be suppressed very small, and therefore, the air conditioning (cooling / heating) load can be reduced accordingly. Thus, there is an effect that the air-conditioning cost required for securing comfortable habitability can be significantly reduced.

【0023】特に、請求項2に記載のようなボルト締め
付けによるユニット接合構成を採用することにより、ユ
ニット積み重ね形態のものでありながら、高い気密性及
び外部からの音の侵入や内部(住空間)からの音の漏れ
出しを防ぐ高い防音性が得られるとともに、地下埋設ユ
ニットにおける循環通風路内の空気の外部漏れを防止し
て温湿度の安定した空気の強制循環による空調負荷の減
少性能を高め、空調費用の一層の低減を図ることができ
る。
In particular, by adopting the unit joining structure by bolting as described in claim 2, high airtightness, intrusion of sound from the outside, and the inside (living space) can be achieved while the unit is of a stacked type. High soundproofing that prevents sound from leaking from the outside, and prevents external leakage of air in the circulation ventilation passage in the underground buried unit, improving the performance of reducing air conditioning load by forcibly circulating air with stable temperature and humidity. In addition, the cost of air conditioning can be further reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る地下室付き鉄骨造りユニット式総
2階建て住宅建物の外観正面図である。
FIG. 1 is an external front view of a steel-frame unit type total two-story residential building with a basement according to the present invention.

【図2】同上住宅建物の斜視縦断面図である。FIG. 2 is a perspective vertical sectional view of the residential building.

【図3】ボックス型ユニットにおける壁構造体及び天井
構造体の構成を示す要部の拡大断面図である。
FIG. 3 is an enlarged sectional view of a main part showing a configuration of a wall structure and a ceiling structure in the box-type unit.

【図4】ボックス型ユニットにおける床構造体の構成を
示す要部の拡大断面図である。
FIG. 4 is an enlarged sectional view of a main part showing a configuration of a floor structure in the box-type unit.

【図5】図1の丸囲いしたA部の拡大正面図である。FIG. 5 is an enlarged front view of an encircled portion A of FIG. 1;

【図6】積み重ねユニットの床構造体と天井構造体との
接合部構造を示す要部の拡大縦断面図である。
FIG. 6 is an enlarged vertical sectional view of a main part showing a joint structure between a floor structure and a ceiling structure of a stacking unit.

【符号の説明】[Explanation of symbols]

1… ボックス型ユニット B1 地下埋設用ユニット F1,F2 地上建物用ユニット 4W,4F,4C 壁,床,天井構造体 5 芯材鉄骨 6 金属製外板 8 内装仕上げ用木製下地 10 木製内板 11 断熱層 13 ボルト 14 防水シール材 15B,15F1,15F2 循環通風路 16 ダクトファン 19 空気層 BR 地下室 F1R,F2R 地上住居室 DESCRIPTION OF SYMBOLS 1 ... Box type unit B1 Underground burying unit F1, F2 Above-ground building unit 4W, 4F, 4C Wall, floor, ceiling structure 5 Core material steel frame 6 Metal outer plate 8 Wooden base for interior finishing 10 Wooden inner plate 11 Thermal insulation Layer 13 Bolt 14 Waterproof sealing material 15B, 15F1, 15F2 Circulating ventilation passage 16 Duct fan 19 Air layer BR Basement F1R, F2R Ground dwelling room

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/348 E04B 1/348 U E04C 2/52 E04C 2/52 A ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 1/348 E04B 1/348 U E04C 2/52 E04C 2/52 A

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数の芯材鉄骨の外側に金属製外板が固
定されるとともに、芯材鉄骨の内側に内装仕上げ用木製
下地が設けられ、かつ、外板と木製下地に固定される内
板との間の空間で少なくとも芯材鉄骨を取り囲む箇所及
び外板に接する箇所には断熱層が形成されてなる壁構造
体、天井構造体及び床構造体の組立てにより、短辺方向
には□型ラーメン構造、長辺方向には耐震壁構造のボッ
クス型ユニットを構成し、このような同一仕様、同一構
造のボックス型ユニットの複数個を住宅建設現場に搬入
して、そのうちの一つのユニットを地下に埋設するとと
もに、残りのユニットを地下埋設ユニットの上に積み重
ね、かつ、上下に隣接するユニット同士を互いに固定接
合してなる地下室付き鉄骨造りユニット式住宅建物であ
って、 各ボックス型ユニットを構成する天井構造体、壁構造体
及び床構造体における外板と内板との間の空間で上記断
熱層の形成されていない空気層を互いに連通接続させて
各ボックス型ユニット毎にユニット内壁の外周を取り巻
く循環通風路が形成されているとともに、各ボックス型
ユニットの循環通風路同士をダクト接続して地下埋設ユ
ニットにおける循環通風路内の空気を地上建物用ユニッ
トにおける循環通風路に強制循環可能に構成しているこ
とを特徴とする地下室付き鉄骨造りユニット式住宅建
物。
A metal outer plate is fixed outside a plurality of core members, a wooden base for interior finishing is provided inside the core members, and an inner plate fixed to the outer plate and the wooden base. At least a portion surrounding the core steel frame and a portion in contact with the outer plate in the space between the plates and the wall structure, the ceiling structure, and the floor structure having the heat insulating layer formed thereon, so that □ in the short side direction. A box-type unit with a rigid frame structure and a shear-resistant wall structure in the long side direction.A plurality of such box-type units with the same specifications and the same structure are carried into a house construction site, and one of them is A steel-frame unit-type residential building with a basement that is buried underground, the remaining units are stacked on top of the underground buried unit, and the vertically adjacent units are fixedly joined to each other. Units are provided for each box-type unit by connecting the air layers without the heat-insulating layer to each other in the space between the outer plate and the inner plate in the ceiling structure, wall structure and floor structure constituting the unit. A circulation ventilation path surrounding the outer circumference of the inner wall is formed, and the circulation ventilation paths of each box-type unit are duct-connected to force the air in the circulation ventilation path in the underground buried unit into the circulation ventilation path in the unit for ground building A steel-frame unit-type residential building with a basement, which is configured to be recyclable.
【請求項2】 上記地下埋設ユニットと地上建物用ユニ
ット及び/又は上下に積み重ねられた地上建物用ユニッ
ト同士は、それら互いに隣接するユニットにおける芯材
鉄骨の端部に固定した金属製板部材同士を防水シール材
を挟んでボルトにより締付けて固定接合されている請求
項1に記載の地下室付き鉄骨造りユニット式住宅建物。
2. The underground buried unit and the terrestrial building unit and / or the terrestrial building units stacked one above the other are separated from each other by the metal plate members fixed to the ends of the core steel frames in the adjacent units. The steel-frame unit-type residential building with a basement according to claim 1, which is fixedly joined by tightening a bolt with a waterproof sealing material therebetween.
JP2001205438A 2001-05-31 2001-05-31 Steel-framed unit type residential building with basement Expired - Fee Related JP4725875B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001205438A JP4725875B2 (en) 2001-05-31 2001-05-31 Steel-framed unit type residential building with basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001205438A JP4725875B2 (en) 2001-05-31 2001-05-31 Steel-framed unit type residential building with basement

Publications (2)

Publication Number Publication Date
JP2002356930A true JP2002356930A (en) 2002-12-13
JP4725875B2 JP4725875B2 (en) 2011-07-13

Family

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Country Status (1)

Country Link
JP (1) JP4725875B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019691A (en) * 2006-07-13 2008-01-31 Takahashi Kanri:Kk Ventilation structure of floating floor and double wall of basement room
JP2011226692A (en) * 2010-04-19 2011-11-10 Sekisui Chem Co Ltd Geothermal utilization system, in-ground wall panel, and underground unit
JP2012172393A (en) * 2011-02-22 2012-09-10 Toyota Home Kk Thermal insulation structure of building
JP2013133641A (en) * 2011-12-27 2013-07-08 Toyota Home Kk Insulation structure of building and building provided with the same
CN114382306A (en) * 2022-02-17 2022-04-22 张康 Energy-saving steel structure unit and steel structure

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JPS569545A (en) * 1979-07-05 1981-01-31 Kenji Tanaka Method of maintaining temperature of building by terrestrial heat
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JPS5973445A (en) * 1982-10-18 1984-04-25 Kiyoshi Hajikano Optical fiber
JPH07317083A (en) * 1994-05-27 1995-12-05 Daishin Kogyo Kk Panel structure of basement
JPH08291569A (en) * 1995-04-24 1996-11-05 Shinyou:Kk External wall structure of concrete house and panel-like building material
JPH0978609A (en) * 1995-09-14 1997-03-25 Daishin Kogyo Kk Steel structured basement
JPH10131211A (en) * 1997-09-16 1998-05-19 Daishin Kogyo Kk Unit type basement
JPH10205787A (en) * 1997-01-20 1998-08-04 Komatsugumi:Kk Building with heat-resistant pipe buried under floor
JPH11241419A (en) * 1998-02-23 1999-09-07 Sekisui Chem Co Ltd Building unit and waterproofing method of unit building
JPH11270009A (en) * 1998-03-23 1999-10-05 Air Cycle Sangyo Kk Ventilation structure in joist
JP2000248564A (en) * 1999-03-02 2000-09-12 Sekisui Chem Co Ltd Unit building construction having basement and construction method thereof
JP2000257083A (en) * 1999-03-09 2000-09-19 Sekisui Chem Co Ltd Unit basement for housing
JP2000257081A (en) * 1999-03-09 2000-09-19 Sekisui Chem Co Ltd Unit basement for house
JP2001303669A (en) * 2000-04-22 2001-10-31 Daishin Kogyo Kk Basement-attached steel frame unit housing building

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5461454A (en) * 1977-10-07 1979-05-17 Gen Electric Charge transfer type ad converter circuit
JPS5727263B2 (en) * 1978-01-12 1982-06-09
JPS569545A (en) * 1979-07-05 1981-01-31 Kenji Tanaka Method of maintaining temperature of building by terrestrial heat
JPS5973445A (en) * 1982-10-18 1984-04-25 Kiyoshi Hajikano Optical fiber
JPH07317083A (en) * 1994-05-27 1995-12-05 Daishin Kogyo Kk Panel structure of basement
JPH08291569A (en) * 1995-04-24 1996-11-05 Shinyou:Kk External wall structure of concrete house and panel-like building material
JPH0978609A (en) * 1995-09-14 1997-03-25 Daishin Kogyo Kk Steel structured basement
JPH10205787A (en) * 1997-01-20 1998-08-04 Komatsugumi:Kk Building with heat-resistant pipe buried under floor
JPH10131211A (en) * 1997-09-16 1998-05-19 Daishin Kogyo Kk Unit type basement
JPH11241419A (en) * 1998-02-23 1999-09-07 Sekisui Chem Co Ltd Building unit and waterproofing method of unit building
JPH11270009A (en) * 1998-03-23 1999-10-05 Air Cycle Sangyo Kk Ventilation structure in joist
JP2000248564A (en) * 1999-03-02 2000-09-12 Sekisui Chem Co Ltd Unit building construction having basement and construction method thereof
JP2000257083A (en) * 1999-03-09 2000-09-19 Sekisui Chem Co Ltd Unit basement for housing
JP2000257081A (en) * 1999-03-09 2000-09-19 Sekisui Chem Co Ltd Unit basement for house
JP2001303669A (en) * 2000-04-22 2001-10-31 Daishin Kogyo Kk Basement-attached steel frame unit housing building

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019691A (en) * 2006-07-13 2008-01-31 Takahashi Kanri:Kk Ventilation structure of floating floor and double wall of basement room
JP2011226692A (en) * 2010-04-19 2011-11-10 Sekisui Chem Co Ltd Geothermal utilization system, in-ground wall panel, and underground unit
JP2012172393A (en) * 2011-02-22 2012-09-10 Toyota Home Kk Thermal insulation structure of building
JP2013133641A (en) * 2011-12-27 2013-07-08 Toyota Home Kk Insulation structure of building and building provided with the same
CN114382306A (en) * 2022-02-17 2022-04-22 张康 Energy-saving steel structure unit and steel structure
CN114382306B (en) * 2022-02-17 2023-09-26 樟和(宁波)钢结构有限公司 Energy-saving steel structure unit and steel structure

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