JP4553649B2 - Unit construction method building - Google Patents

Unit construction method building Download PDF

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JP4553649B2
JP4553649B2 JP2004197697A JP2004197697A JP4553649B2 JP 4553649 B2 JP4553649 B2 JP 4553649B2 JP 2004197697 A JP2004197697 A JP 2004197697A JP 2004197697 A JP2004197697 A JP 2004197697A JP 4553649 B2 JP4553649 B2 JP 4553649B2
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floor
unit
flange
column
ceiling
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JP2005098079A (en
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憲二 佐藤
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株式会社サトコウ
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Description

本発明は、集合住宅、ホテル、事務所等に好適に採用されるユニット工法建築物に関し、特に床梁、天井梁および壁の構造に関する。   TECHNICAL FIELD The present invention relates to a unit method building that is suitably employed in an apartment house, a hotel, an office, and the like, and particularly relates to a structure of a floor beam, a ceiling beam, and a wall.

近年、集合住宅、ホテル、事務所等の建築等においては、建物ユニット化の開発及び実用化が進んでいる。これは、複数の建物ユニットのほぼ完成品を工場で個別に製造し、この建物ユニットをトレーラで施工現場まで運搬し、施工現場において、建物ユニットの複数をクレーンを使用して上下左右に重ね合わせて接合し、2階建て或いはそれ以上の階層の建物を構築する工法である。   In recent years, building units have been developed and put into practical use in buildings such as apartment houses, hotels, and offices. This is because almost completed products of multiple building units are manufactured individually at the factory, and this building unit is transported to the construction site by a trailer. At the construction site, multiple building units are stacked vertically and horizontally using a crane. It is a construction method to build a two-story or higher-level building.

従来、建物ユニットの上下接合構造として、特許文献1においては、下階ユニットの天井梁と上階ユニットの床梁とを柱に近い隅部近傍でボルト接合する構造が一般的に採用されている。すなわち、下階ユニットのH型鋼からなる天井梁の上フランジと、上階ユニットのH型鋼からなる床梁の下フランジをボルトおよびナットで締め付けることにより、下階ユニットと上階ユニットとを接合している。
特開平7−102645号公報
Conventionally, as a vertical joint structure of a building unit, Patent Document 1 generally employs a structure in which a ceiling beam of a lower floor unit and a floor beam of an upper floor unit are bolted near a corner near a column. . That is, the lower floor unit and the upper floor unit are joined by fastening the upper flange of the ceiling beam made of H-shaped steel of the lower floor unit and the lower flange of the floor beam made of H-shaped steel of the upper floor unit with bolts and nuts. ing.
JP-A-7-102645

しかしながら、特許文献1に示すユニット工法建築物においては、下階ユニットの天井梁と上階ユニットの床梁が接合されているため、上階の床振動が梁を介して下階に伝ぱんするという問題を有し、また、天井梁と床梁とを密着させる際に精度の確保に要する労力が大きいという問題を有し、また、配線スペースおよび配管スペースに制約を受けるという問題を有し、さらに、天井梁の上フランジおよび床梁の下フランジに耐火被覆材を被覆することができないという問題を有している。   However, in the unit construction method building shown in Patent Document 1, since the ceiling beam of the lower floor unit and the floor beam of the upper floor unit are joined, the floor vibration of the upper floor propagates to the lower floor via the beam. In addition, there is a problem that the labor required to ensure accuracy when the ceiling beam and the floor beam are in close contact with each other, and there is a problem that the wiring space and the piping space are restricted, Furthermore, there is a problem that the upper flange of the ceiling beam and the lower flange of the floor beam cannot be coated with the fireproof coating material.

本発明は、上記従来の問題を解決するものであって、梁を介した床振動の伝ぱんの防止と、天井梁と床梁とを密着させる際に精度の確保に要する労力の削減と、配線スペースおよび配管スペースの増大と、天井梁の上フランジおよび床梁の下フランジに対する耐火被覆材の被覆とを実現することができるユニット工法建築物を提供することを目的とする。   The present invention solves the above-mentioned conventional problems, and prevents the propagation of floor vibration via the beam, and reduces the labor required to ensure accuracy when the ceiling beam and the floor beam are brought into close contact with each other. An object of the present invention is to provide a unit construction method building capable of realizing an increase in wiring space and piping space and covering of the upper flange of the ceiling beam and the lower flange of the floor beam with a fireproof coating material.

そのために本発明のユニット工法建築物は、柱と、天井梁と、床梁とを有する建物ユニットが複数個上下に接合されたユニット工法建築物であって、上階ユニットの柱の下端に前記柱の断面積より大きな下端接合プレートが設けられ、その上方にそれぞれ間隔をおいてフランジが設けられ、前記フランジに床梁が固定され、下階ユニットの柱の上端に前記柱の断面積より大きな上端接合プレートが設けられ、その下方にフランジが設けられ、前記上端接合プレートと前記フランジに天井梁が固定され、前記下階ユニットの前記天井梁の上面と前記上階ユニットの前記床梁の下面とが互いに離間して空隙が形成されており、かつ前記天井梁および前記床梁の周囲が耐火被覆材で被覆され、前記下端接合プレートと前記上端接合プレートとがボルトおよびナットにより固定されることを特徴とする。
以上
Therefore, the unit method building of the present invention is a unit method building in which a plurality of building units each having a column, a ceiling beam, and a floor beam are joined in the vertical direction, and the lower end of the column of the upper floor unit is A lower-end joining plate larger than the cross-sectional area of the column is provided, flanges are provided at intervals above the plate, floor beams are fixed to the flange, and the cross-sectional area of the column is larger at the upper end of the column of the lower floor unit. upper bonding plate is provided, the flange is provided in its lower, ceiling beams fixed to the upper end joining plate and the flange, the lower surface of the floor beam of the upper surface and the upper floor unit of the ceiling beam of the lower floor unit DOO are voids formed apart from each other and surrounding the ceiling beams and the floor beams is coated with a refractory coating material, the lower bonding plate and the upper joint plate and Bol And characterized in that it is secured by a nut.
more than

本発明によれば、下階ユニットの天井梁の上面と上階ユニットの床梁の下面とが互いに離間しているため、上階の床振動が梁を介して伝ぱんしない。また、天井梁の上面と床梁の下面とが互いに離間した構造を有するため、天井梁と床梁とを密着させる必要がない。さらに、下階ユニットの天井梁の上面と上階ユニットの床梁の下面とが互いに離間しているため、その分だけ配管スペースおよび配管スペースを増大させることができる。また、また、天井梁の上面と床梁の下面とが互いに離間した構造を有するため、工場で天井梁および床梁に耐火被覆材を被覆するときに、天井梁および床梁の周囲を完全に被覆することができる。   According to the present invention, since the upper surface of the ceiling beam of the lower floor unit and the lower surface of the floor beam of the upper floor unit are separated from each other, the floor vibration of the upper floor does not propagate through the beam. Further, since the upper surface of the ceiling beam and the lower surface of the floor beam have a structure separated from each other, it is not necessary to bring the ceiling beam and the floor beam into close contact with each other. Furthermore, since the upper surface of the ceiling beam of the lower floor unit and the lower surface of the floor beam of the upper floor unit are separated from each other, the piping space and the piping space can be increased accordingly. In addition, since the ceiling beam and the floor beam have a structure in which the ceiling beam and the floor beam are separated from each other, when the ceiling beam and floor beam are covered with a fireproof covering material at the factory, the periphery of the ceiling beam and floor beam is completely removed. Can be coated.

以下、本発明の実施形態を図面を参照しつつ説明する。図1および図2は、本発明のユニット工法建築物の1実施形態を示し、図1(A)は正面図、図1(B)は図(A)のB−B線に沿う断面図、図2は接合プレートの平面図である。   Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show one embodiment of a unit construction method building of the present invention, FIG. 1 (A) is a front view, FIG. 1 (B) is a cross-sectional view taken along line BB of FIG. FIG. 2 is a plan view of the joining plate.

図1(A)において、本発明に係るユニット工法建築物を上階ユニットの下部と下階ユニットの上部に分けて説明するが、建物ユニットとしては、上階ユニット1の下部と下階ユニット2の上部を合わせた構成となる。上階ユニットは、正面側の左右の柱1、2および柱1、2の背面側に設けられた2本の柱(図示せず)からなる4本の柱を少なくとも備える。柱1、2の背面側に設けられた2本の柱は、柱1、2と同様に構成されているので、以下、柱1、2についてのみ説明する。なお、柱の数は4本に限定されるものではなく、6本以上でもよい。   In FIG. 1 (A), the unit construction method building according to the present invention will be described by dividing it into a lower part of an upper floor unit and an upper part of a lower floor unit. It becomes the composition which united the upper part of. The upper floor unit includes at least four pillars including left and right pillars 1 and 2 on the front side and two pillars (not shown) provided on the back side of pillars 1 and 2. Since the two columns provided on the back side of the columns 1 and 2 are configured in the same manner as the columns 1 and 2, only the columns 1 and 2 will be described below. The number of columns is not limited to four, and may be six or more.

上階ユニットの柱1、2は内部が中空の角形または円形鋼管からなり、下端には下端接合プレート3、4が溶接にて固定されている。また、柱1、2における下端接合プレート3、4の上方には、それぞれ間隔をおいて2つのフランジ5、6とフランジ7、8が設けられている。さらに、フランジ5、6とフランジ7、8との間には、H形鋼からなる1本の床梁9が溶接にて固定されている。床梁9の上にはALCからなる床板10が敷設されている。また、図示はされていないが、柱1とその背面側の柱との間、柱2とその背面側の柱との間、および柱1、2の背面側の柱の間にも、それぞれ1本の床梁が溶接にて固定されている。   The columns 1 and 2 of the upper floor unit are made of hollow rectangular or circular steel pipes, and lower end joining plates 3 and 4 are fixed to the lower ends by welding. Further, two flanges 5 and 6 and flanges 7 and 8 are provided above the lower end joining plates 3 and 4 in the columns 1 and 2, respectively. Further, a single floor beam 9 made of H-shaped steel is fixed between the flanges 5 and 6 and the flanges 7 and 8 by welding. A floor board 10 made of ALC is laid on the floor beam 9. Further, although not shown, 1 is also provided between the column 1 and the column on the back side, between the column 2 and the column on the back side, and between the columns on the back side of the columns 1 and 2. The floor beam of the book is fixed by welding.

柱1の下端に固定された下端接合プレート3は、図2(A)に示すように、柱1の断面積より大きい面積を有する矩形または円形板状であり、柱1の周囲には4つのボルト孔3Aが形成されている。柱2の下端接合プレート4にも同様に、柱2の周囲には4つのボルト孔が形成されている。   The lower end joining plate 3 fixed to the lower end of the pillar 1 is a rectangular or circular plate having an area larger than the cross-sectional area of the pillar 1 as shown in FIG. Bolt holes 3A are formed. Similarly, four bolt holes are formed around the pillar 2 in the lower end joining plate 4 of the pillar 2.

図1において、上階ユニットの上部の構造は下階ユニットの上部の構造と同じであり、下階ユニット2の下部の構造は、上階ユニット1の下部の構造と同じである。柱21、22の上端には上端接合プレート23、24が溶接にて固定されている。また、柱21、22における上端接合プレート23、24の下方には、それぞれ1つのフランジ25、26が設けられている。さらに、上端接合プレート23およびフランジ25と上端接合プレート24およびフランジ26との間には、H形鋼からなる1本の天井梁27が溶接にて固定されている。また、図示はされていないが、柱21とその背面側の柱との間、および柱22とその背面側の柱との間にも、それぞれ1本の天井梁が溶接にて固定されている。   In FIG. 1, the upper structure of the upper floor unit is the same as the upper structure of the lower floor unit, and the lower structure of the lower floor unit 2 is the same as the lower structure of the upper floor unit 1. Upper end joining plates 23 and 24 are fixed to the upper ends of the columns 21 and 22 by welding. Also, one flange 25, 26 is provided below the upper end joining plates 23, 24 in the columns 21, 22, respectively. Furthermore, one ceiling beam 27 made of H-section steel is fixed between the upper end joining plate 23 and the flange 25 and the upper end joining plate 24 and the flange 26 by welding. Although not shown, one ceiling beam is also fixed by welding between the column 21 and the column on the back side and between the column 22 and the column on the back side. .

柱21の上端に固定された上端接合プレート23は、図2(B)に示すように、柱21の断面積より大きい面積を有する矩形または円形板状であり、柱21の周囲には4つのボルト孔23Aが形成されている。柱22の上端接合プレート24にも同様に、柱22の周囲には4つのボルト孔が形成されている。   As shown in FIG. 2B, the upper end joining plate 23 fixed to the upper end of the column 21 is a rectangular or circular plate having an area larger than the cross-sectional area of the column 21, Bolt holes 23A are formed. Similarly, four bolt holes are formed around the column 22 in the upper end joining plate 24 of the column 22.

本実施形態においては、床梁9の下面と天井梁27の上面との間には所定の高さL(例えば100mm)の空隙11が形成されるように、前述した各部材の寸法が設定されている。そして、図1(B)に示すように、床梁9の周囲は耐火被覆材30で被覆されている。また、天井梁27の周囲も耐火被覆材31で被覆されている。耐火被覆材30、31としては、ロックウールの吹き付けが好適である。   In the present embodiment, the dimensions of the above-described members are set so that the gap 11 having a predetermined height L (for example, 100 mm) is formed between the lower surface of the floor beam 9 and the upper surface of the ceiling beam 27. ing. As shown in FIG. 1B, the periphery of the floor beam 9 is covered with a fireproof covering material 30. The periphery of the ceiling beam 27 is also covered with a fireproof covering material 31. As the fireproof coverings 30 and 31, rock wool spraying is suitable.

ここで、従来のユニット工法建築物の場合、下階ユニットの天井梁の上面と上階ユニットの床梁の下面とが接合される構造であるため、その接合後に耐火被覆材の被覆を行っていた。このとき、天井梁の上面と床梁の下面には耐火被覆材を被覆することができないため、天井梁および床梁の側面を被覆していた。これに対して、本発明によれば、天井梁27の上面と床梁9の下面とが互いに離間した構造を有するため、ユニットの製造工場で、天井梁27および床梁9のそれぞれの周囲を完全に耐火被覆材で被覆することが可能となり、建築現場での被覆作業が不要となる。   Here, in the case of the conventional unit construction method building, since the upper surface of the ceiling beam of the lower floor unit and the lower surface of the floor beam of the upper floor unit are joined, the fireproof coating material is coated after the joining. It was. At this time, since the fireproof covering material cannot be covered on the upper surface of the ceiling beam and the lower surface of the floor beam, the side surfaces of the ceiling beam and the floor beam are covered. On the other hand, according to the present invention, the upper surface of the ceiling beam 27 and the lower surface of the floor beam 9 are separated from each other. It is possible to completely cover with a fireproof coating material, and the coating work at the construction site becomes unnecessary.

以上のように構成された下階ユニットの上に上階ユニットを接合する方法について説明する。ここで、下階ユニットの下端接合プレート(図示せず)は基礎に固定済みとする。また、以下の手順は、上階ユニット1の4本の柱について行うことは当然であるが、図面を参照する便宜上、柱1、2についてのみ説明する。   A method of joining the upper floor unit on the lower floor unit configured as described above will be described. Here, the lower end joining plate (not shown) of the lower floor unit is fixed to the foundation. Further, the following procedure is naturally performed for the four pillars of the upper floor unit 1, but only the pillars 1 and 2 will be described for convenience of reference to the drawings.

下階ユニットの上に上階ユニットを接合するときは、上階ユニットをクレーンで吊り上げ、上階ユニットの柱1、2の下端に固定された下端接合プレート3、4の周辺部に形成されたボルト孔3Aが、下階ユニットの柱21、22の上端に固定された上端接合プレート23、24の周辺に形成されたボルト孔23Aに合致するように、上階ユニットを下降させて位置決めする。そして、上端接合プレート23、24と下端接合プレート3、4とを、それぞれボルト28、29およびナットにより固定する。上階ユニットの上にさらにユニットを接合していく場合には同様の作業を繰り返す。   When the upper floor unit is joined on the lower floor unit, the upper floor unit is lifted with a crane and formed on the periphery of the lower end joining plates 3 and 4 fixed to the lower ends of the pillars 1 and 2 of the upper floor unit. The upper floor unit is lowered and positioned so that the bolt hole 3A matches the bolt hole 23A formed around the upper end joining plates 23 and 24 fixed to the upper ends of the pillars 21 and 22 of the lower floor unit. And the upper end joining plates 23 and 24 and the lower end joining plates 3 and 4 are fixed by bolts 28 and 29 and nuts, respectively. The same operation is repeated when further units are joined on the upper floor unit.

本発明の基本的な考え方は、工場で組み立て可能なものは全て工場で組み立て、現場での施工を出来るだけ少なくすることにある。図3は、本発明のユニット工法建築物の他の実施形態を示し、図(A)は平面図、図(B)は立面図である。   The basic idea of the present invention is to assemble everything that can be assembled in the factory at the factory and to reduce the number of constructions on site. Drawing 3 shows other embodiments of a unit construction method building of the present invention, and Drawing (A) is a top view and Drawing (B) is an elevation.

本実施形態においては、建物ユニット50は、6本の柱51とそれらを連結する梁から構成され、建物ユニット50の内部には、トイレ52、浴室53が設けられ、さらに、システムキッチン54、空調機55、ドア56が配置されている。建物ユニット50の外部には廊下57,バルコニー59が連結されている。そして、柱51、51間に戸境壁となる壁パネル60が固定されている。これらの室、部材は全て工場段階で製造または設置される。   In the present embodiment, the building unit 50 is composed of six pillars 51 and beams connecting them, and a toilet 52 and a bathroom 53 are provided inside the building unit 50, and further, a system kitchen 54, an air conditioner A machine 55 and a door 56 are arranged. A corridor 57 and a balcony 59 are connected to the outside of the building unit 50. A wall panel 60 serving as a door wall is fixed between the columns 51 and 51. These chambers and members are all manufactured or installed at the factory stage.

図4は、本発明のユニット工法建築物の他の実施形態を示し、図(A)は平面図、図(B)は図(A)の左側面図、図(C)は図(A)の右側面図である。なお、前記実施形態と同一の構成については同一番号を付けて説明を省略する。
本実施形態においては、廊下57側の外壁に、ドア56を除く部分に外壁パネル61を固定している。また、バルコニー59側の外壁に窓62を除く部分に外壁パネル63を固定している。これらの外壁パネル61、63は全て工場段階で製造または設置される。
FIG. 4: shows other embodiment of the unit construction method building of this invention, a figure (A) is a top view, a figure (B) is a left view of a figure (A), and a figure (C) is a figure (A). FIG. In addition, about the same structure as the said embodiment, the same number is attached | subjected and description is abbreviate | omitted.
In the present embodiment, the outer wall panel 61 is fixed to the outer wall on the corridor 57 side at a portion excluding the door 56. An outer wall panel 63 is fixed to the outer wall on the balcony 59 side except for the window 62. These outer wall panels 61 and 63 are all manufactured or installed at the factory stage.

本発明のユニット工法建築物の1実施形態を示す図である。It is a figure which shows one Embodiment of the unit construction method building of this invention. 図1の接合プレートを示す平面図である。It is a top view which shows the joining plate of FIG. 本発明のユニット工法建築物の他の実施形態を示す図である。It is a figure which shows other embodiment of the unit construction method building of this invention. 本発明のユニット工法建築物の他の実施形態を示す図である。It is a figure which shows other embodiment of the unit construction method building of this invention.

符号の説明Explanation of symbols

1、1、21、22…柱、3、4…下端接合プレート、9…床梁、11…空隙
23、24…上端接合プレート、27…天井梁、30、31…耐火被覆材
DESCRIPTION OF SYMBOLS 1, 1, 2, 22 ... Column 3, 3, 4 ... Lower end joining plate, 9 ... Floor beam, 11 ... Air gap 23, 24 ... Upper end joining plate, 27 ... Ceiling beam, 30, 31 ... Fireproof covering material

Claims (1)

柱と、天井梁と、床梁とを有する建物ユニットが複数個上下に接合されたユニット工法建築物であって、
上階ユニットの柱の下端に前記柱の断面積より大きな下端接合プレートが設けられ、その上方にそれぞれ間隔をおいてフランジが設けられ、前記フランジに床梁が固定され、
下階ユニットの柱の上端に前記柱の断面積より大きな上端接合プレートが設けられ、その下方にフランジが設けられ、前記上端接合プレートと前記フランジに天井梁が固定され、
前記下階ユニットの前記天井梁の上面と前記上階ユニットの前記床梁の下面とが互いに離間して空隙が形成されており、かつ前記天井梁および前記床梁の周囲が耐火被覆材で被覆され、前記下端接合プレートと前記上端接合プレートとがボルトおよびナットにより固定されることを特徴とするユニット工法建築物。
A unit construction building in which a plurality of building units having columns, ceiling beams, and floor beams are joined vertically.
A lower end joining plate larger than the cross-sectional area of the column is provided at the lower end of the column of the upper floor unit, a flange is provided at an interval above the plate, and a floor beam is fixed to the flange.
An upper end joining plate larger than the cross-sectional area of the pillar is provided at the upper end of the pillar of the lower floor unit, and a flange is provided therebelow, and a ceiling beam is fixed to the upper end joining plate and the flange,
Said lower surface and a gap apart from each other in the floor beams are formed, and covering the periphery of the ceiling beams and the floor beams is a refractory coating material of the upper surface and the upper floor unit of the ceiling beam of the lower floor unit is, the lower unit construction method building, characterized in that it is fixed by a joining plate and the upper joint plate and bolts and nuts.
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JP2016156194A (en) * 2015-02-25 2016-09-01 鹿島建設株式会社 Prefabricated building
JP2020066864A (en) * 2018-10-22 2020-04-30 大場建設株式会社 Building unit structure
JP2021042546A (en) * 2019-09-09 2021-03-18 大場建設株式会社 Building unit structure

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JP7428363B2 (en) * 2019-09-27 2024-02-06 アイマックエンジニアリング株式会社 Process control system
JP2022185220A (en) * 2021-06-02 2022-12-14 矢崎エナジーシステム株式会社 Building

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JPH07243241A (en) * 1994-03-08 1995-09-19 Misawa Homes Co Ltd Fire resistive structure for building unit
JPH0842125A (en) * 1994-08-02 1996-02-13 Misawa Homes Co Ltd Pipe space construction work method of unit type building and its pipe space structure
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JPH07243241A (en) * 1994-03-08 1995-09-19 Misawa Homes Co Ltd Fire resistive structure for building unit
JPH0842125A (en) * 1994-08-02 1996-02-13 Misawa Homes Co Ltd Pipe space construction work method of unit type building and its pipe space structure
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Publication number Priority date Publication date Assignee Title
JP2016156194A (en) * 2015-02-25 2016-09-01 鹿島建設株式会社 Prefabricated building
JP2020066864A (en) * 2018-10-22 2020-04-30 大場建設株式会社 Building unit structure
JP2021042546A (en) * 2019-09-09 2021-03-18 大場建設株式会社 Building unit structure
JP7307472B2 (en) 2019-09-09 2023-07-12 大場建設株式会社 building unit structure

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