JP2003119889A - Steel-made unit type housing building having a plurality of stories - Google Patents

Steel-made unit type housing building having a plurality of stories

Info

Publication number
JP2003119889A
JP2003119889A JP2001346762A JP2001346762A JP2003119889A JP 2003119889 A JP2003119889 A JP 2003119889A JP 2001346762 A JP2001346762 A JP 2001346762A JP 2001346762 A JP2001346762 A JP 2001346762A JP 2003119889 A JP2003119889 A JP 2003119889A
Authority
JP
Japan
Prior art keywords
unit
shaped
floor
units
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.)
Pending
Application number
JP2001346762A
Other languages
Japanese (ja)
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
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2001346762A priority Critical patent/JP2003119889A/en
Publication of JP2003119889A publication Critical patent/JP2003119889A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To shorten construction term, reduce construction cost, provide excellent resistance against earthquake and excellent thermal insulation property and soundproofing property, improve the safety in lifting work, reduce transportation cost, and ensure sufficient strength while simplifying a structure of a joining part and reducing its weight. SOLUTION: A plurality of units 1U having a substantially H-shaped vertical cross section and constituted so as to have the same specifications and the same structure by factory production and one unit 2U having a substantially U-shaped vertical cross section are transported to construction site. The substantially U-shaped unit 2U is installed and constructed at a lowermost position while it faces upward and is opened, a plurality of remaining substantially H-shaped units 1U are sequentially piled up on the substantially U-shaped unit 2U, and the units adjacent vertically are mutually fixed and joined while end parts of wall structural bodies 4A in each unit are abutted on each other to construct a housing building having a plurality of stories.

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】本発明は鉄骨造りユニット式
複数階建て住宅建物に関する。詳しくは、工場で予め製
作した鉄骨造りユニットの複数個を大型トラック等で建
設現場に搬入し、それら搬入された複数個のユニットを
縦(上下)方向に順次積み重ねたうえ、上下に隣接する
ユニット同士をボルト締めや溶接等で固定接合すること
により構築される鉄骨造りユニット式複数階建て住宅建
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 multi-storey residential building. For details, load a plurality of steel-framed units prefabricated in the factory to a construction site with a large truck, etc., and stack the loaded units sequentially in the vertical (vertical) direction, and then vertically adjacent units. The present invention relates to a steel frame unit type multi-storey residential building constructed by fixing and joining each other by bolting or welding.

【0002】[0002]

【従来の技術】この種の鉄骨造りユニット式複数階建て
住宅建物として、本発明者は、図7に概略的に示すよう
に、多数の芯材鉄骨の外側に金属製外板が固定され、内
側に内装仕上げ用木製下地が固定されているとともに、
外板と木製下地に固定される内装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Wと、多数の芯材鉄
骨に少なくとも内装材仕上げ用木製下地が固定されてい
る天井構造体C及び床構造体Fとを工場で組立てて短辺
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Uを構成し、このような同一仕様、
同一構造の複数個(一例として3個で示すが、2個以上
であればよい)のボックス型ユニットUを建設現場に搬
入し、そのうちの一つのユニットUを地下もしくは地表
面に設置して地下階Bもしくは地上一階F1を施工する
とともに、その地下階Bもしくは地上一階F1のユニッ
トUの上に残りのユニットUを順次積み重ねると共に、
上下に隣接するユニットU,U同士を各ユニットUにお
ける芯材鉄骨の上,下端部の突き合わせ状態でのボルト
締め及び芯材鉄骨と金属製外板との現場溶接等を介して
固定接合することにより、地上一階F1〜二階F2もし
くは地上二階F2〜三階F3の上部建物を施工するとい
ったように、地下階を含めて、あるいは、地下階なしの
複数階建ての住宅建物を構築可能としたものを既に提案
している。
2. Description of the Related Art As a steel frame unit type multi-storey residential building of this type, the inventor of the present invention, as schematically shown in FIG. A wooden base for interior finishing is fixed inside,
A wall structure W in which a heat insulating layer is formed at least in a space between the outer plate and an interior plate fixed to a wooden base and surrounding the core steel frame and a part in contact with the outer plate, and a large number of core steel frames At the factory, a ceiling structure C and a floor structure F to which at least a wooden base for finishing the interior material is fixed are assembled in a factory, and a box type unit having a □ type ramen structure in the short side direction and an earthquake resistant wall structure in the long side direction. U has the same specifications,
Bring in a plurality of box-type units U of the same structure (three shown as an example, but two or more are acceptable) to the construction site, and install one of the units U underground or on the ground surface. While constructing the floor B or the ground floor F1, the remaining units U are sequentially stacked on the unit U on the basement floor B or the ground floor F1.
Fixing and joining vertically adjacent units U, U to each other by bolting with the upper and lower ends of the core steel frame of each unit U butted against each other and in-situ welding of the core steel frame and the metal outer plate. Therefore, it is possible to construct a multi-storey residential building including the basement floor or without the basement floor, such as constructing an upper building on the first floor F1 to the second floor F2 or the second floor F2 to the third floor F3. Have already suggested things.

【0003】[0003]

【発明が解決しようとする課題】上記のような構成を持
つ本発明者による既提案の鉄骨造りユニット式複数階建
て住宅建物(以下、既提案技術という)は、従来一般の
鉄骨造りの複数階建て住宅建物、すなわち、建設現場で
基礎工事を行い、その基礎上に建物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
造体に対して各階の壁、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
従来の鉄骨造りの複数階建て住宅建物に比べて、現場工
事が非常に少なく、大幅な工期短縮及び工費の節減が図
れるだけでなく、耐震性、断熱性、防音性にも優れ、都
心部に多い狭小地であっても十分に大きな住空間を持っ
た住宅建物を施工することができるという利点を有して
いる。
The steel frame unit type multi-storey residential building (hereinafter referred to as the “proposed technology”) already proposed by the present inventor having the above-mentioned structure is a conventional multi-story building made of steel frame. A built residential building, that is, a foundation work is performed at a construction site, and a steel column with a height up to the top end of the building is built on the foundation, and a steel frame is hung on the steel column to form a frame structure. Compared to conventional steel-framed multi-storey residential buildings constructed by full-scale on-site construction, such as constructing and then sequentially attaching the walls, floors, ceilings, roofs, etc. of each floor to the frame structure. The construction work is extremely small, the construction period can be greatly shortened and the construction cost can be reduced, and it is also excellent in earthquake resistance, heat insulation, and soundproofing. Build a house building you own It has the advantage that it is Rukoto.

【0004】反面、本発明者による既提案技術では、各
ユニットUが各階毎の階高単位、例えば運搬の限界高さ
等を考慮して単位階高を2700mmに設定した場合、
その2700mmの設定単位階高に合わせた大きさ(上
下寸法)の壁構造体Wに対して天井構造体C及び床構造
体Fを工場で組立ててボックス型に構成されているため
に、そのボックス型ユニットUをクレーン等の揚重機械
により運搬用トラックに積み込んだり、建設現場でトラ
ックから積み卸したり、さらにはユニットを積み重ねた
りする場合に揚重機械のブーム等の先端に掛止される吊
りロープの下端を引掛けるための吊りピースを各ユニッ
トUにおける最も高い位置の天井構造体Cに取付ける必
要がある。そのため、吊りロープを介してユニットUを
トラック等への積み込みや積み卸しが可能な荷台レベル
上や積み重ねレベルまで吊り上げるには、揚重機械のブ
ーム等をその先端位置の地上高が高くなるように長く伸
長させねばならず、また、各ユニットの吊り重心位置が
高くなって、風等の影響を受けて振れやすいため、積み
込みから積み卸し、積み上げ施工までの一連の作業の安
全性の面から好ましくない。
On the other hand, in the technique proposed by the present inventor, when each unit U sets the unit floor height to 2700 mm in consideration of the floor height unit of each floor, for example, the limit height of transportation,
Since the ceiling structure C and the floor structure F are assembled at the factory to the wall structure W having a size (vertical size) that matches the set unit floor height of 2700 mm, and the box structure is used, When the die unit U is loaded on a transportation truck by a lifting machine such as a crane, unloaded from the truck at a construction site, or stacked on top of another, the hanging unit is hooked on the tip of the boom of the lifting machine. It is necessary to attach a suspending piece for hooking the lower end of the rope to the ceiling structure C at the highest position in each unit U. Therefore, in order to hoist the unit U to a loading platform level or a stacking level where it can be loaded or unloaded on a truck or the like via a hoisting rope, the boom of the hoisting machine or the like must be raised above ground level. It is necessary to extend it for a long time, and since the position of the center of gravity of suspension of each unit is high and it is easy to shake due to the influence of wind, etc., it is preferable from the viewpoint of safety of a series of work from loading to unloading and stacking construction. Absent.

【0005】また、ボックス型ユニットの場合は、トラ
ック等の荷台上に積載する場合、運搬の限界高さ(一般
的には、2900mm)からみて、2つのユニットを積
み重ねて積載することが不可能で、単位ユニット毎に平
面的に並べて積載しなければならず、運搬時の必要スペ
ースの面からも運搬費用が嵩みやすい。加えて、既提案
技術の場合は、図7の仮想線で示すように、各階ユニッ
トUが各々独立した応力状態となり、最も大きな値の応
力箇所が上下隣接ユニット同士の接合部であるだけでな
く、その接合箇所が各ユニットの壁構造体と天井構造体
及び床構造体との接合部と重なるために、各階ユニット
が構造力学的に一体化されて建物全体としての耐力を十
分に確保できるようにするには、その接合部の接合強度
を大きくする必要があり、したがって、上下隣接ユニッ
ト同士の接合部の取り合い構造が非常に複雑かつ大型化
しやすく、それがコストアップの一因になるという技術
課題が残されている。
Further, in the case of a box type unit, when loading on a loading platform such as a truck, it is impossible to stack and load two units in view of the limit height of transportation (generally 2900 mm). Therefore, it is necessary to arrange the unit units in a plane and load the units, and it is easy to increase the transportation cost in terms of the space required for transportation. In addition, in the case of the already proposed technology, as shown by the phantom line in FIG. 7, each floor unit U is in an independent stress state, and the stress location having the largest value is not only the joint between upper and lower adjacent units, but also , Since the joints overlap the joints of the wall structure of each unit, the ceiling structure and the floor structure, the units of each floor are structurally mechanically integrated so that the yield strength of the entire building can be sufficiently secured. In order to achieve this, it is necessary to increase the joint strength of the joint, and therefore, the structure for joining the joints between the vertically adjacent units is very complicated and easy to increase in size, which contributes to the cost increase. Challenges remain.

【0006】本発明は上記のような実情に鑑みてなされ
たもので、工期の短縮及び工費の大幅な節減が図れ、か
つ、耐震性、断熱性、防音性にも優れ、狭小地において
も十分に大きい住空間を確保できるというユニット式本
来の利点を有するのはもとより、作業の安全性の向上及
び運搬費用の低減を達成でき、しかも、上下隣接ユニッ
ト同士の接合部構造の簡略化、小型軽量化を図りつつ、
建物全体の耐力を十分に確保することができる鉄骨造り
ユニット式複数階建て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 can shorten the construction period and greatly reduce the construction cost, and is also excellent in earthquake resistance, heat insulation and soundproofing, and is sufficient even in a narrow area. In addition to having the original advantage of a unit type that can secure a large living space, it is possible to improve work safety and reduce transportation costs, and also simplify the joint structure between vertically adjacent units, small and lightweight While aiming for
The purpose of the present invention is to provide a steel-framed unit type multi-storey residential building that can sufficiently secure the bearing capacity of the entire building.

【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、本発明に係る鉄骨造りユニット式複数階建て住宅建
物は、多数の芯材鉄骨の外側に金属製外板が固定され、
内側に内装仕上げ用木製下地が固定されているととも
に、外板と木製下地に固定される内装板との間の空間で
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、かつ、壁面には開口部が形成
されてなる壁構造体と、多数の芯材鉄骨に少なくとも内
装材仕上げ用木製下地が固定されている天井構造体及び
床構造体または天井・床兼用構造体とを工場で組立てて
短辺方向にラーメン構造かつ長辺方向に耐震壁構造で縦
断面形状が略H型ユニット及び略コ字型ユニットを構成
し、同一仕様、同一構造の複数個の略H型ユニット及び
1個の略コ字型ユニットを建設現場に搬入して、1個の
略コ字型ユニットを上向き開放状態で最下位に設置施工
するとともに、この略コ字型ユニット上に残りの複数個
の略H型ユニットを順次積み重ね、かつ、上下に隣接す
るユニット同士を各ユニットにおける壁構造体の端部突
き合わせ状態で互いに固定接合することにより複数階建
ての住宅建物を構築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 multi-storey residential building according to the present invention, a metal outer plate is fixed to the outside of a large number of core steel frames.
A wooden base for interior finishing is fixed on the inside, and a heat insulating layer is formed at least in the space between the outer plate and the interior plate fixed to the wooden base, at a place surrounding the core steel frame and at a place in contact with the outer plate. And a wall structure in which openings are formed in the wall surface, and a ceiling structure and a floor structure or a combined ceiling / floor structure in which at least a wooden base for finishing interior materials is fixed to a number of core steel frames The body and the body are assembled at the factory to form a rigid frame structure in the short side direction and a seismic wall structure in the long side direction to form a unit with a substantially H-shaped unit and a unit with a substantially U-shaped vertical cross section. The H-shaped unit and one U-shaped unit are brought into the construction site, and one U-shaped unit is installed at the lowest position with the upward open state, and remains on this U-shaped unit. Multiple H-shaped units Next stacked, and is characterized in that it is constructed of multiple storey residential building by fixedly joined to each other at the ends abutting state of the wall structure of each unit of the units that are adjacent vertically.

【0008】上記構成の本発明によれば、全面的に現場
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
の複数階建て住宅建物に比べて、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、防音性にも優れ、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ユ
ニット式本来の多くの利点を有している。その上、本発
明では、各階ユニットがボックス型でなく、縦断面形状
が略H型及び略コ字型でそれぞれ上方に開放部を有する
ユニットであるから、吊りロープの下端を引掛けるため
の吊りピースを各ユニットの天井構造体及び床構造体ま
たは天井・床兼用構造体という低い位置に取付けること
が可能となり、これによって、揚重機械のブーム等の伸
長量を小さく抑えることが可能であるとともに、各ユニ
ットの吊り重心位置を風等の影響を受けにくい低い位置
に設定してユニットの積み込みから積み卸し、積み上げ
施工までの一連の作業の安全性を向上することが可能と
なる。
According to the present invention having the above-mentioned structure, the advantage as described above, that is, the construction period, is obtained, as compared with the conventional general steel-framed multi-storey residential building in which the construction means is entirely constructed on site. It has a number of original advantages of unit type, such as a significant reduction in construction cost and a great reduction in construction cost, excellent earthquake resistance, durability, soundproofing, and securing a sufficiently large living space even in a small area. There is. Moreover, in the present invention, each floor unit is not a box type, but is a unit having a vertical cross-sectional shape of a substantially H shape and a substantially U shape, and each has an opening portion at the upper side. It is possible to install the piece at a low position such as the ceiling structure and floor structure of each unit or the structure for both ceiling and floor, which makes it possible to suppress the extension amount of the boom of the lifting machine and the like. By setting the position of the center of gravity of suspension of each unit to a low position where it is not easily affected by wind and the like, it is possible to improve the safety of a series of work from loading to unloading of the unit and stacking.

【0009】また、ユニットをトラック等の荷台上に積
載する場合、2つのユニットを上下逆向きにすることで
運搬の限界高さの範囲内で2つのユニットを積み重ねて
積載することも可能であり、既提案技術の場合に比べ
て、運搬時の積載所要スペースをほぼ半減化し運搬費用
の著しい低減が図れる。さらに、上下隣接ユニット同士
の固定接合部が、図1の仮想線でも明らかなように、ユ
ニット式建物の応力状態の反曲点xまたはその近くとい
った応力値の小さい箇所となるために、その固定接合部
の構造を軽小簡単化することが可能であるだけでなく、
各ユニットの壁構造体と天井構造体及び床構造体または
天井・床兼用構造体の接合部が上下隣接ユニット同士の
固定接合部から離されることになって、その接合部構造
も非常に簡略化することが可能となり、トータルコスト
の低減を図りつつ、建物全体としての耐力を十分に確保
することが可能である。
Further, when loading the units on a loading platform such as a truck, it is possible to stack the two units within the range of the limit height of transportation by turning the two units upside down. As compared with the case of the already proposed technology, the required space for loading during transportation can be reduced to almost half and the transportation cost can be significantly reduced. Further, as is apparent from the phantom line in FIG. 1, the fixed joint between the upper and lower adjacent units is a portion having a small stress value such as the inflection point x of the stress state of the unit type building or its vicinity, so that the fixing Not only it is possible to simplify the structure of the joint part, but also
The joint between the wall structure and ceiling structure and floor structure or ceiling / floor combined structure of each unit will be separated from the fixed joint between vertically adjacent units, and the joint structure will also be greatly simplified. Therefore, it is possible to reduce the total cost and sufficiently secure the proof stress of the entire building.

【0010】本発明に係る鉄骨造りユニット式複数階建
て住宅建物において、1個の略コ字型ユニットを地上一
階の上部建物として用いてもよいが、特に、請求項2に
記載のように、地下階として地下に埋設されて地上階建
物の基礎を兼用するように用いることによって、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施工
できるとともに、基礎工事の簡略合理化により工期の一
層の短縮及び工費の一層の節減を図ることができる。
In the steel-framed unit-type multi-storey residential building according to the present invention, one substantially U-shaped unit may be used as the upper building on the first floor above the ground. By being used as the basement of a building on the ground floor, which is buried underground as a basement floor, it is possible to construct a residential building with a sufficiently large living space even in a small area, and by simplifying and rationalizing the foundation work. The construction period can be further shortened and the construction cost can be further reduced.

【0011】[0011]

【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3階建て住宅建物の外観正面図、図2
はその概略縦断正面図であり、この地下室付き鉄骨造り
ユニット式3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縦断面形
状が略H型の3個のユニット1U…と縦断面形状が略コ
字型の1個のユニット2Uとを、大型トラック等を介し
て住宅建設現場に搬入し、そのうち、縦断面形状略コ字
型のユニット2Uをその開口部が上方に向けて開放する
状態で地下に埋設することにより地下階Bを施工すると
ともに、残り3個の縦断面形状が略H型のユニット1U
…を、地下埋設ユニット2Uを基礎としてその上に順次
積み重ね、かつ、固定接合することにより、地上一階F
1〜地上三階F3の上部建物を建設して構築されたもの
である。なお、地上三階F3のユニット1Uの上部に
は、予め工場で製作された屋根ユニット3Uを積み重
ね、かつ、固定接合されているが、この屋根ユニット3
Uの形状は任意であり、また、建設現場で構築してもよ
い。また、各ユニット1U…及び2Uの階高は運搬の限
界高さを考慮して2700mmに設定されている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an external front view of a steel-framed unit type three-story residential building with a basement according to the present invention, FIG.
Is a schematic vertical front view of this steel-framed unit-type three-story residential building with basement, the dimensions and shape of which are standardized to the same specifications at the factory, and the vertical cross-sectional shape produced in the same structure is approximately H-shaped. Three units 1U ... and one unit 2U having a substantially U-shaped vertical cross section are carried into a house construction site via a large truck or the like, and among them, the unit 2U having a substantially U-shaped vertical cross section is used. The basement floor B is constructed by being buried underground with its opening opening upward, and the remaining three units 1U whose vertical cross-sectional shape is substantially H-shaped
Are sequentially stacked on top of the underground burial unit 2U as a base, and fixedly joined to the ground floor F
It was constructed by constructing an upper building on the first to third floors F3. A roof unit 3U manufactured in advance in a factory is stacked and fixedly joined to the upper portion of the unit 1U on the third floor F3.
The shape of U is arbitrary and may be constructed at a construction site. The floor height of each unit 1U ... And 2U is set to 2700 mm in consideration of the limit height of transportation.

【0012】上記各縦断面形状が略H型のユニット1U
…は、四つの壁構造体4Aと一つの天井・床兼用構造体
4Bを工場で一体に組立て構成されているとともに、縦
断面形状が略コ字型のユニット2Uは、上記と同様な四
つの壁構造体4Aと一つの床構造体4Cを工場で一体の
組立て構成されており、このような構造体4A,4B及
び4A,4Cの組立てにより、各ユニット1U…及び2
U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。
A unit 1U having a substantially H-shaped vertical cross section
Is constructed by integrally assembling four wall structures 4A and one ceiling / floor structure 4B in a factory, and the unit 2U having a substantially U-shaped vertical cross section has four units similar to those described above. The wall structure 4A and one floor structure 4C are integrally assembled in a factory. By assembling the structures 4A, 4B and 4A, 4C, each unit 1U ...
U has a composite structure of a rigid frame structure in the short side direction and a seismic wall structure in the long side direction.

【0013】これら各ユニット1U…及び2Uを構成す
る構造体4A,4B,4Cのうち、壁構造体4Aは、図
3に示すように、H型鋼やチャンネル鋼等を用い適当ピ
ッチに配置された芯材鉄骨5…の外側フランジ部5a…
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5b…には木製内装板8を
釘止めや接着などにより固定施工可能な内装仕上げ用木
製下地9が接着固定されているとともに、この木製内装
板8と金属製外板6との間の空間で芯材鉄骨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って断熱層21が形成され
ており、かつ、これら壁構造体4Aの外壁面となる外板
6で天井・床兼用構造体4Bよりも上部の外板部分に
は、図1に示すように、窓等の開口部10が形成されて
いる。
Of the structures 4A, 4B and 4C constituting these units 1U ... and 2U, the wall structure 4A is made of H-shaped steel, channel steel or the like and arranged at an appropriate pitch, as shown in FIG. Outer flange portion 5a of core material steel frame 5 ...
A metal outer plate 6 such as a steel plate is fixed to the inner surface of the core steel frame 5, and a wooden inner plate 8 is fixed to the inner flange portion 5b of the steel core frame 5 by nailing or bonding. Are adhered and fixed, and they are not exposed in the space between the wooden interior plate 8 and the metal outer plate 6 surrounding the core steel frames 5 ... A heat insulating layer 21 is formed by spraying urethane foam, which is an example of a foaming heat insulating material, on the spot, and an outer plate 6 serving as an outer wall surface of these wall structures 4A is used as a ceiling / floor structure 4B. As shown in FIG. 1, an opening 10 such as a window is formed in the outer plate portion on the upper side.

【0014】また、縦断面形状略H型のユニット1U…
における天井・床兼用構造体4Bは、図4に示すよう
に、壁構造体4Aのものよりは大型サイズのH型鋼やチ
ャンネル鋼等を用い適当ピッチに配置された芯材鉄骨1
1…の上下両端フランジ部11a,11b…には床材及
び天井材等の木製内装板12,12を釘止めや接着剤な
どにより固定施工可能な内装仕上げ用木製下地14,1
4が接着固定されているとともに、木製内装板12,1
2間の空間で芯材鉄骨11…を取り囲む箇所にはそれら
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って断熱兼防音層22が
形成されており、このような構成を持つ天井・床兼用構
造体4Bにおける芯材鉄骨11…の長手方向両端部が壁
構造体4Aにおける芯材鉄骨5…の長手(上下)方向中
央位置よりも下端寄り位置に固定接合されている。
Further, the unit 1U having a substantially H-shaped vertical cross section ...
As shown in FIG. 4, the combined ceiling / floor structure 4B in FIG. 4 is made of H-shaped steel, channel steel, or the like having a larger size than that of the wall structure 4A.
The interior finishing wooden bases 14, 1 on which wooden interior boards 12, 12 such as floor materials and ceiling materials can be fixed and fixed to the upper and lower flange portions 11a, 11b ...
4 is adhered and fixed, and wooden interior plates 12, 1
A heat insulating and soundproof layer 22 is formed by spraying urethane foam, which is an example of a foaming heat insulating material, in situ so as not to expose the core material steel frames 11 ... In the ceiling / floor combined structure 4B having such a configuration, both longitudinal end portions of the core steel frames 11 ... Are fixedly joined to the wall structure 4A at positions closer to the lower end than the central position in the longitudinal (vertical) direction. Has been done.

【0015】さらに、縦断面形状略コ字型のユニット2
Uにおける床構造体4Cは、図5に示すように、天井・
床兼用構造体4Bのものよりは小型サイズのH型鋼やチ
ャンネル鋼等を用い適当ピッチに配置された芯材鉄骨1
5…の下端フランジ部15b…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15…の上端フラ
ンジ部15a…には床材等の木製内装板16を釘止めや
接着剤などにより固定施工可能な内装仕上げ用木製下地
17が接着固定されているとともに、木製内装板16と
金属製外板6との間の空間で芯材鉄骨15…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って断熱層23が形成されてお
り、このような構成を持つ床構造体4Cにおける芯材鉄
骨15…の長手方向両端部が壁構造体4Aにおける芯材
鉄骨5…の長手方向下端部に固定接合されている。
Further, the unit 2 having a substantially U-shaped vertical cross section.
As shown in FIG. 5, the floor structure 4C in U has a ceiling
Core material steel frame 1 using H-shaped steel, channel steel, etc. of a smaller size than that of the structure 4B for combined use of floors and arranged at an appropriate pitch
A metal outer plate 6 such as a steel plate on the lower end flange portion 15b of 5 ...
Is fixed to the upper end flange portion 15a of the core material steel frame 15 and a wooden base plate 17 for interior finishing, which can be fixed and fixed by nailing or an adhesive agent, is fixed to the wooden interior plate 16 such as a floor material. In addition, in the space between the wooden interior plate 16 and the metal outer plate 6, a foam heat insulating material is provided so as not to expose the core steel frames 15 ... The thermal insulation layer 23 is formed by in-situ spraying urethane foam, which is an example of the above, and both longitudinal ends of the core material steel frame 15 in the floor structure 4C having such a configuration are cores in the wall structure 4A. It is fixedly joined to the lower end of the steel frame 5 in the longitudinal direction.

【0016】上記のように1個の略コ字型ユニット2U
と3個の略H型ユニット1U…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3階建て住宅建物に
おいて、地下階B用のユニット2Uと地上一階F1用の
ユニット1U、地上一階F1用のユニット1Uと地上二
階F2用のユニット1U及び地上二階F2用のユニット
1Uと地上三階F3用のユニット1U同士は、図6に明
示するように、各ユニット2U,1U…における壁構造
体4A…の芯材鉄骨5…の上端部及び下端部に固定され
た金属製板部材18,18同士を、それら両板部材1
8,18間に防水シール材19を挟んでボルト・ナット
20で締付けることにより、相互に固定接合されてい
る。
As described above, one U-shaped unit 2U
In a steel-framed unit type three-story residential building with a basement constructed by stacking and three substantially H-shaped units 1U ... Unit 2U for basement B, unit 1U for ground F1 and ground F1 The unit 1U for the second floor and the unit 1U for the second floor F2 and the unit 1U for the second floor F2 and the unit 1U for the third floor F3 are the wall structures in each unit 2U, 1U, as shown in FIG. 4A ... Metal plate members 18, 18 fixed to the upper end and the lower end of the core material steel frame 5 ...
The waterproof sealing material 19 is sandwiched between 8 and 18 and tightened with bolts and nuts 20 so that they are fixedly joined to each other.

【0017】上記のように構築される地下室付き鉄骨造
りユニット式3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、同一構造の縦断面形状が略H型の3
個のユニット1U…と縦断面形状が略コ字型の1個のユ
ニット2Uとを、大型トラック等を介して住宅建設現場
に搬入して順次積み重ね、かつ、固定接合するというユ
ニット接合工事と、各ユニット1U…,2Uにおける各
構造体4A,4B,4Cの内部空間への発泡ウレタンの
吹き付けによる断熱層21〜23の施工工事という簡単
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3
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 steel-framed unit type three-story residential building with a basement constructed as described above is a three-story building having the same specifications and the same structure, which is assembled in a factory and has a substantially H-shaped longitudinal section.
Unit joining work of bringing in the units 1U ... and one unit 2U having a substantially U-shaped vertical cross-section to a house construction site through a large truck, etc., sequentially stacking and fixedly joining, It is a small area only by performing on-site construction with a small number of man-hours such as construction work of the heat insulating layers 21 to 23 by spraying urethane foam to the internal space of each structural body 4A, 4B, 4C in each unit 1U ..., 2U. Unit type 3 with a basement that has a sufficiently large living space
It is possible to construct a one-story residential building 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1U
…,2Uを固定接合して一体化により、地下階B用のユ
ニット2Uに加わる大きな土圧や水圧はもとより地上一
階F1〜地上三階F3の上部建物用のユニット1U…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、上部建物用のユニット1U…が地下階用のユニ
ット2U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、地震発生時の上部建物用のユニット1U…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。
Further, a box type unit 1U having a composite structure of a ramen structure and an earthquake-resistant wall structure and having excellent structural safety.
…, 2U fixedly joined and integrated, large earth pressure and water pressure applied to the unit 2U for the basement B, as well as large wind pressure applied to the unit 1U for the upper building on the first floor F1 to the third floor F3 above the ground. Has enough strength to compete with
Further, since the unit 1U for the upper building is firmly supported on the ground by using the unit 2U for the basement as a deep foundation, the unit 1U for the upper building is suppressed from shaking when an earthquake occurs. It is also possible to secure excellent earthquake resistance and durability.

【0019】加えて、各ユニット1U…、2Uがボック
ス型でなく、縦断面形状が略H型及び略コ字型でそれぞ
れ上方に開放部を有するものであるから、例えば図2に
仮想線で示すように、吊りロープRの下端を引掛けるた
めの吊りピースPを略H型ユニット1U…の天井・床兼
用構造体4B及び略コ字型ユニット2Uの床構造体4C
という低い位置に取付けることが可能で、吊りロープR
を掛止する揚重機械のブーム等の伸長量をその先端位置
の地上高が低くなるように小さく抑えることが可能であ
るとともに、各ユニット1U…、2Uの吊り重心位置を
風等の影響を受けにくい低い位置に設定してユニットの
積み込みから積み卸し、積み上げ施工までの一連の作業
の安全性を向上することが可能となる。
In addition, since each unit 1U ... 2U is not a box type but has a vertical cross-sectional shape of a substantially H shape and a substantially U shape and has an opening portion at the upper side, for example, in FIG. As shown, the hanging piece P for hooking the lower end of the hanging rope R is used as the ceiling / floor structure 4B of the substantially H-shaped unit 1U ... and the floor structure 4C of the substantially U-shaped unit 2U.
It is possible to install it in a low position called
It is possible to keep the amount of extension of the boom, etc. of the lifting machine that suspends the hoisting machine small so that the ground height at its tip position becomes low, and the hanging center of gravity of each unit 1U, 2U is affected by wind and other factors. It is possible to improve the safety of a series of work from loading to unloading the unit by setting it in a low position where it is difficult to receive and stacking.

【0020】また、各ユニット1U…、2Uをトラック
等の荷台上に積載する場合、2つのユニットを上下逆向
きにすることで運搬の限界高さの範囲内で2つのユニッ
トを積み重ねて積載することも可能であり、既提案技術
の場合に比べて、運搬時の積載所要スペースをほぼ半減
化し運搬費用の著しい低減が図れる。さらに、上下隣接
ユニット2U,1U及び1U,1U同士の固定接合部
が、図1の仮想線でも明らかなように、ユニット式建物
の応力状態の反曲点またはその近くといった応力値の最
も小さい箇所となるために、その固定接合部の構造が軽
小簡単になるだけでなく、各ユニット1U…の壁構造体
4Aと天井・床兼用構造体4Bの接合部が上下隣接ユニ
ット同士の固定接合部から分離されることになって、そ
の接合部構造も非常に簡略化されることになり、トータ
ルコストの低減を図りつつ、建物全体として十分な耐力
を確保することが可能である。
When the units 1U ... 2U are loaded on a bed such as a truck, the two units are stacked upside down within the range of the limit height of transportation by turning the two units upside down. It is also possible, and compared with the case of the already proposed technology, the required space for loading during transportation can be almost halved and the transportation cost can be significantly reduced. Further, the fixed joint between the vertically adjacent units 2U, 1U and 1U, 1U is, as is apparent from the phantom line in FIG. 1, the point where the stress value is the smallest, such as the inflection point of the stress state of the unit type building or its vicinity Therefore, the structure of the fixed joint is not only light and small, but also the joint between the wall structure 4A of each unit 1U and the combined ceiling / floor structure 4B is a fixed joint between vertically adjacent units. As a result, the joint structure will be greatly simplified, and it is possible to reduce the total cost and secure sufficient proof strength of the entire building.

【0021】なお、上記実施の形態では、地下室付き鉄
骨造りユニット式3階建て住宅建物に適用して説明した
が、縦断面形状が略コ字型のユニット2Uを地上一階の
上部建物とした地下室のない2階以上の複数階建て住宅
建物であってもよい。
Although the above embodiment has been described by applying to a steel framed unit type three-story residential building with a basement, the unit 2U having a substantially U-shaped vertical cross section is the upper building on the ground floor. It may be a multi-storey residential building with two or more floors without a basement.

【0022】[0022]

【発明の効果】以上のように、本発明によれば、本発明
者による既提案技術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
造りの複数階建て住宅建物に比べて、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、断熱
性、防音性、気密性にも優れ、都心部に多い狭小地にお
いても十分に大きい住空間を持った住宅建物を施工する
ことができるという利点を確保できるのはもとより、各
ユニットを揚重するための吊りロープの下端を引掛ける
ための吊りピースを各ユニットの低い位置に取付けるこ
とが可能で、揚重機械のブーム等の伸長量を小さく抑え
ることができるとともに、各ユニットの吊り重心位置も
風等の影響を受けにくい低い位置に設定することができ
て、ユニットの積み込みから積み卸し、積み上げ施工ま
での一連の作業の安全性を向上することができる。
As described above, according to the present invention, many advantages of the technique proposed by the present inventor, that is, a plurality of stories of conventional general steel frame construction in which construction means by full-scale site construction is adopted Compared to a built-up residential building, the construction period can be significantly shortened and the construction cost can be significantly reduced, and it is also excellent in earthquake resistance, heat insulation, soundproofing, and airtightness, providing a sufficiently large living space even in narrow areas often in the city center. In addition to ensuring the advantage of being able to construct a residential building with it, it is also possible to attach a hanging piece for hanging the lower end of the hanging rope for lifting each unit to the lower position of each unit. The amount of extension of the boom of the lifting machine can be kept small, and the position of the center of gravity for suspension of each unit can be set to a low position that is not easily affected by wind, etc. Loading and unloading from the write, it is possible to improve the safety of the series of operations to stacked construction.

【0023】しかも、2つのユニットを上下逆向きにす
ることで運搬の限界高さの範囲内で2つのユニットを積
み重ねてトラック荷台等に積載することも可能であり、
既提案技術の場合に比べて、運搬時の積載所要スペース
をほぼ半減化し運搬費用の著しい低減を図ることができ
る。加えて、上下隣接ユニット同士の固定接合部が、ユ
ニット式建物の応力状態の反曲点またはその近くといっ
た応力値の最も小さい箇所に設定されるために、その固
定接合部の構造を軽小簡単化することができるだけでな
く、各ユニットの壁構造体と天井構造体及び床構造体ま
たは天井・床兼用構造体の接合部を上下隣接ユニット同
士の固定接合部から分離させて、その接合部構造も非常
に簡略化することができ、したがって、トータルコスト
の低減を図りつつ、建物全体としての耐力を十分に確保
することができるという効果を奏する。
Moreover, by turning the two units upside down, it is possible to stack the two units within the range of the limit height of transportation and load them on a truck bed or the like.
Compared with the case of the already proposed technology, the required space for loading during transportation can be almost halved and the transportation cost can be significantly reduced. In addition, since the fixed joint between the upper and lower adjacent units is set to the point where the stress value is the smallest, such as at or near the inflection point of the stress state of the unit type building, the structure of the fixed joint is light and small. In addition to the above, the joint structure of the wall structure, ceiling structure and floor structure or ceiling / floor structure structure of each unit is separated from the fixed joint between the vertically adjacent units, and the joint structure Therefore, it is possible to greatly simplify the structure, and therefore, it is possible to reduce the total cost and to sufficiently secure the proof stress of the entire building.

【0024】特に、請求項2に記載のように、略コ字型
ユニットを地下階として地下に埋設して上部建物の基礎
を兼用するように用いることによって、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施工できると
ともに、基礎工事の簡略合理化により工期の一層の短縮
及び工費の一層の節減を図ることができる。
In particular, as described in claim 2, the substantially U-shaped unit is buried underground as a basement floor and is used as a base of an upper building so that even a small land is sufficiently large. In addition to being able to construct a residential building with a living space, it is possible to further shorten the construction period and further reduce construction costs by simplifying and rationalizing the foundation work.

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

【図1】本発明に係る地下室付き鉄骨造りユニット式3
階建て住宅建物の外観正面図である。
1 is a steel frame unit type 3 with a basement according to the present invention
It is an appearance front view of a multi-storey residential building.

【図2】同上住宅建物の概略縦断正面図である。FIG. 2 is a schematic vertical sectional front view of the same residential building.

【図3】縦断面形状が略H型ユニットにおける壁構造体
の構成を示す要部の拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a main part showing a configuration of a wall structure in a unit having a substantially H-shaped vertical section.

【図4】縦断面形状が略H型ユニットにおける天井・床
兼用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 cross-sectional view of a main part showing a configuration of a combined ceiling / floor structure in a unit having a substantially H-shaped vertical section.

【図5】縦断面形状が略コ字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. 5 is an enlarged cross-sectional view of a main part showing a configuration of a floor structure in a unit having a substantially U-shaped vertical section.

【図6】図2の丸囲いしたX部の拡大正面図である。FIG. 6 is an enlarged front view of a circled portion X in FIG.

【図7】既提案技術による鉄骨造りユニット式複数階建
て住宅建物の概略外観正面図である。
FIG. 7 is a schematic external front view of a steel frame unit type multi-storey residential building according to the proposed technique.

【符号の説明】[Explanation of symbols]

1U 縦断面形状が略H型のユニット 2U 縦断面形状が略コ字型のユニット 4A 壁構造体 4B 天井・床兼用構造体 4C 床構造体 5,11,15 芯材鉄骨 6 金属製外板 8,12,16 内装板 9,14,17 内装仕上げ用木製下地 10 開口部 21,22,23 断熱層 B 地下階 F1〜F3 地上階 1U Unit with a vertical cross section of approximately H shape 2U Unit with a vertical U-shaped section 4A wall structure 4B Ceiling / floor structure 4C floor structure 5,11,15 Core steel frame 6 metal outer plate 8, 12, 16 Interior plate 9,14,17 Wooden base for interior finishing 10 openings 21,22,23 heat insulation layer B basement F1 to F3 Ground floor

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 多数の芯材鉄骨の外側に金属製外板が固
定され、内側に内装仕上げ用木製下地が固定されている
とともに、外板と木製下地に固定される内装板との間の
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、かつ、壁面には開口部
が形成されてなる壁構造体と、 多数の芯材鉄骨に少なくとも内装材仕上げ用木製下地が
固定されている天井構造体及び床構造体または天井・床
兼用構造体とを工場で組立てて短辺方向にラーメン構造
かつ長辺方向に耐震壁構造で縦断面形状が略H型のユニ
ット及び略コ字型のユニットを構成し、 同一仕様、同一構造の複数個の略H型ユニット及び1個
の略コ字型ユニットを建設現場に搬入して、略コ字型ユ
ニットを上向き開放状態で最下位に設置施工するととも
に、この略コ字型ユニット上に残りの複数個の略H型ユ
ニットを順次積み重ね、かつ、上下に隣接するユニット
同士を各ユニットにおける壁構造体の端部突き合わせ状
態で互いに固定接合することにより複数階建ての住宅建
物を構築していることを特徴とする鉄骨造りユニット式
複数階建て住宅建物。
1. A metal outer plate is fixed to the outside of a large number of core steel frames, a wooden base for interior finishing is fixed to the inner side, and between the outer plate and the interior plate fixed to the wooden base. A wall structure in which a heat insulating layer is formed in a space at least surrounding the core steel frame and in contact with the outer plate, and an opening is formed in the wall surface, and a large number of core steel frames at least as an interior material finish A ceiling structure and a floor structure or a ceiling / floor structure that has a fixed wooden base are assembled in a factory, and the longitudinal section is approximately H-shaped with a ramen structure in the short side direction and an earthquake-resistant wall structure in the long side direction. Unit and a substantially U-shaped unit are configured, and a plurality of substantially H-shaped units having the same specifications and the same structure and one substantially U-shaped unit are brought into the construction site, and the substantially U-shaped unit faces upward. Installed and installed at the bottom in the open state A plurality of remaining substantially H-shaped units are sequentially stacked on the substantially U-shaped unit, and vertically adjacent units are fixedly joined to each other while the end portions of the wall structures in each unit are abutted against each other to form a plurality of floors. A multi-story residential building with a steel-framed unit characterized by the construction of a single-story residential building.
【請求項2】 上記略コ字型ユニットは、地下階として
地下に埋設されて地上階建物の基礎を兼用している請求
項1に記載の鉄骨造りユニット式複数階建て住宅建物。
2. The steel-framed unit-type multi-storey residential building according to claim 1, wherein the substantially U-shaped unit is buried underground as a basement floor and doubles as a foundation of a ground floor building.
JP2001346762A 2001-10-09 2001-10-09 Steel-made unit type housing building having a plurality of stories Pending JP2003119889A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001346762A JP2003119889A (en) 2001-10-09 2001-10-09 Steel-made unit type housing building having a plurality of stories

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001346762A JP2003119889A (en) 2001-10-09 2001-10-09 Steel-made unit type housing building having a plurality of stories

Publications (1)

Publication Number Publication Date
JP2003119889A true JP2003119889A (en) 2003-04-23

Family

ID=19159869

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001346762A Pending JP2003119889A (en) 2001-10-09 2001-10-09 Steel-made unit type housing building having a plurality of stories

Country Status (1)

Country Link
JP (1) JP2003119889A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007162219A (en) * 2005-12-09 2007-06-28 Tomohide Nakamura Conset (r) of gogyo planning

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007162219A (en) * 2005-12-09 2007-06-28 Tomohide Nakamura Conset (r) of gogyo planning

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