JP3066744B2 - housing complex - Google Patents

housing complex

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Publication number
JP3066744B2
JP3066744B2 JP10336401A JP33640198A JP3066744B2 JP 3066744 B2 JP3066744 B2 JP 3066744B2 JP 10336401 A JP10336401 A JP 10336401A JP 33640198 A JP33640198 A JP 33640198A JP 3066744 B2 JP3066744 B2 JP 3066744B2
Authority
JP
Japan
Prior art keywords
building
living
notch
equipment
space
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.)
Expired - Fee Related
Application number
JP10336401A
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Japanese (ja)
Other versions
JP2000160675A (en
Inventor
博治 薬師寺
真豊 松崎
聡 荒木
Original Assignee
三井建設株式会社
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Application filed by 三井建設株式会社 filed Critical 三井建設株式会社
Priority to JP10336401A priority Critical patent/JP3066744B2/en
Publication of JP2000160675A publication Critical patent/JP2000160675A/en
Application granted granted Critical
Publication of JP3066744B2 publication Critical patent/JP3066744B2/en
Anticipated expiration legal-status Critical
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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、居住棟と連結棟と
の境界面に、新規な側壁部を設けた集合住宅に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apartment house having a new side wall at a boundary between a residential building and a connecting building.

【0002】[0002]

【従来の技術】集合住宅の構造体としては、本特許出願
人が提案した特公平1−12887号公報に記載の構造
のものが知られている。前記した従来の集合住宅の構造
体は、フラットスラブ構造部の外周部壁面の少なくとも
一部に柱と梁とからなるラーメン構造部を設け、上記ラ
ーメン構造部の柱のスパンをフラットスラブ構造部の独
立柱のスパンより小さくなるように設定した構成であ
る。
2. Description of the Related Art As a structure of an apartment house, a structure described in Japanese Patent Publication No. 1-12887 proposed by the present applicant is known. The above-mentioned conventional multi-dwelling house structure is provided with a ramen structure portion composed of a pillar and a beam on at least a part of the outer peripheral wall surface of the flat slab structure portion, and the span of the column of the ramen structure portion is changed to the flat slab structure portion. The configuration is such that it is smaller than the span of the independent pillar.

【0003】[0003]

【発明が解決しようとする課題】したがって、前記従来
の集合住宅の構造体は、内部にフラットスラブ構造を採
用して単一の独立柱を直立状に設け、室内に梁が露出し
ていないので戸境壁や間仕切り壁を自由に設置すること
ができる。しかし、ガス管、電線若しくは電話線等の電
気配線、給排水配管等の配置を特に具体的に提案してい
ないので、フラットスラブに開口部を設けて前記給排水
配管等を収納するパイプシャフトを上下の階層に貫通す
るように縦方向に設置せざるを得ない。このパイプシャ
フトは、間仕切り、戸境壁の配置ばかりでなく、台所、
浴室、洗面所等の水場関係室の配置においても障害物と
なる。また、室内のフラットスラブ構造体は梁を設けな
くてスラブだけで構成されるので、スラブに開口部を設
ける場合にはその大きさ、開口部の数、配置等が制限さ
れ、パイプシャフトを自由に配置することが困難であ
る。
Therefore, the conventional multi-dwelling house structure employs a flat slab structure inside, a single independent column is provided upright, and no beams are exposed in the room. Door walls and partition walls can be installed freely. However, since the arrangement of gas pipes, electric wiring such as electric wires or telephone lines, and water supply / drainage pipes has not been specifically proposed, an opening is provided in a flat slab, and a pipe shaft for housing the water supply / drainage pipes is vertically moved. It must be installed vertically so as to penetrate the floor. This pipe shaft can be used not only for partitions and doors, but also for kitchens,
It is also an obstacle in the layout of water-related rooms such as bathrooms and washrooms. Further, since the flat slab structure in the room is constituted only by the slab without providing a beam, when an opening is provided in the slab, its size, the number of openings, the arrangement, and the like are limited, and the pipe shaft can be freely used. It is difficult to arrange.

【0004】さらに、隣り合う居住棟の間に連結棟を介
在配置し、連結棟に上下方向の設備装置を集中配置する
集合住宅において、居住棟の各階の床上または床下で横
行する設備配管が前記居住棟と連結棟の境界面に集中す
ることになる。ところが、前記従来技術によると、外周
部には地震力のすべてを処理する短スパンラーメン構造
体が周設され、前記境界面の梁に設備用の梁貫通孔を数
多く穿孔することが無理である。また、境界面の梁の下
方で横行する設備配管等を屈曲させて下がり天井とする
ことは、室内に下がり天井が露出して美観を損なうばか
りでなく、設備の機能上からしても好ましくない。した
がって、内部空間を自由に仕切ったり間取りを変更する
ことができ、また十分な耐震強度を確保することができ
て構築が容易な集合住宅用の構造体が要望されている。
Further, in a condominium in which a connecting building is interposed between adjacent living buildings, and vertical equipment is intensively arranged in the connecting building, the equipment piping which traverses above or below the floor of each floor of the living building is described above. It will be concentrated on the boundary between the living and connected buildings. However, according to the prior art, a short span rigid frame structure for processing all of the seismic force is provided around the outer periphery, and it is impossible to drill many beam through holes for equipment in the beam at the boundary surface. . In addition, it is not preferable not only from the viewpoint of the function of the equipment but also to lower the ceiling by bending the equipment piping or the like that traverses below the beam at the boundary surface to lower the ceiling and expose the ceiling in the room. . Therefore, there is a demand for a structure for an apartment house that can freely partition an internal space or change a layout thereof, can secure a sufficient earthquake-resistant strength, and can be easily constructed.

【0005】[0005]

【課題を解決するための手段】本発明は前記従来からの
欠点を解消するとともに従来の要望に鑑み提案されたも
ので、主柱間に中間柱を設け、各柱の上下に直線状の梁
材を架設状に設けた集合住宅用構造体の居住棟と、縦設
備配管類を内部に収納設置したパイプシャフトを上下方
向に有する連結棟とを隣接させた集合住宅であって、前
記居住棟と連結棟との境界面を、スパンの中間部におい
て梁成の一部に切欠部を形成するとともに、前記切欠部
を形成していない梁成の他の部分をスパンの全長にわた
って一体に連続させてなる梁材を上下に設けた側壁部と
し、前記居住棟の床下空間に横行する設備配管類を、前
記境界面の梁材の切欠部に集中させて通過させ、連結棟
の前記縦設備配管類に接続したことを特徴とする。
DISCLOSURE OF THE INVENTION The present invention has been proposed in view of the above-mentioned drawbacks in view of the above-mentioned drawbacks and in view of the demands in the prior art. An intermediate pillar is provided between main pillars, and straight beams are provided above and below each pillar. A dwelling building of a multi-dwelling structure in which materials are provided in an erected shape, and a connected building having a pipe shaft vertically housed and installed with vertical equipment pipes therein, which is adjacent to the dwelling building, A notch is formed in a part of the beam at the middle of the span, and the other part of the beam that does not have the notch is integrally continuous over the entire length of the span. The upper and lower side walls are provided with upper and lower beams, and the equipment pipes traversing the underfloor space of the living building are concentrated and passed through the cutouts of the beam at the boundary surface, and the vertical equipment piping of the connecting building is It is characterized by being connected to a class.

【0006】また本発明によれば、側壁部に連層耐震壁
を設けたことも特徴とする。
Further, according to the present invention, it is also characterized in that a multi-story earthquake-resistant wall is provided on the side wall.

【0007】[0007]

【発明の実施の形態】以下に本発明の実施の形態を説明
する。図1は本発明の構造体の第1の実施例の概略斜視
図、図2は本発明の構造体の第2の実施例の概略斜視
図、図3は不完全逆梁構造の第1の実施例の一部の斜視
図、図4は不完全逆梁構造の第2の実施例の一部の斜視
図、図5は逆梁構造の一部の斜視図、図6は本発明の構
造体による居住棟と連結棟との概略平面図、図7は本発
明の構造体によって構成される居住棟の平面図、図8は
図7の縦断面図、図9は居住棟と連結棟とによる集合住
宅の概略平面図である。
Embodiments of the present invention will be described below. FIG. 1 is a schematic perspective view of a first embodiment of the structure of the present invention, FIG. 2 is a schematic perspective view of a second embodiment of the structure of the present invention, and FIG. FIG. 4 is a partial perspective view of a second embodiment of the incomplete inverted beam structure, FIG. 5 is a partial perspective view of the inverted beam structure, and FIG. 6 is a structure of the present invention. FIG. 7 is a schematic plan view of a living ridge and a connecting ridge by a body, FIG. 7 is a plan view of a living ridge formed by the structure of the present invention, FIG. 8 is a longitudinal sectional view of FIG. 7, and FIG. It is a schematic plan view of the apartment house by.

【0008】図1の本発明の集合住宅用の構造体1は、
隅角部若しくは隅角部とスパン中間部に設けた主柱2間
に中間柱3を設け、各主柱2及び中間柱3の上下に梁材
4を架設状に設けた外周部がラーメン構造の枠体で、上
下面には梁を設けていない構造のフラットスラブ5を設
けるとともに、内部には上下のフラットスラブ5間に独
立柱6を直立状に設けた構成である。なお、図1におい
て、A方向は長手方向(けた行き方向)、B方向は短手
方向(はり間方向)を示す。
[0008] The structure 1 for an apartment house of the present invention shown in FIG.
An intermediate pillar 3 is provided between a corner or a corner and a main pillar 2 provided at an intermediate portion of a span, and a beam member 4 is provided above and below each of the main pillars 2 and the intermediate pillar 3 in a bridging manner. In this frame, a flat slab 5 having a structure without beams is provided on the upper and lower surfaces, and an independent column 6 is provided upright between the upper and lower flat slabs 5 inside. In FIG. 1, the direction A indicates the longitudinal direction (going direction), and the direction B indicates the transverse direction (inter-beam direction).

【0009】したがって、構造体1は、外周部は地震力
のすべてを負担する外周部ラーメン構造体を形成し、内
部は床などの長期鉛直荷重を支持する内部フラットスラ
ブ構造体を形成する。そして、前記構造体1は各主柱
2、中間柱3及び上下のフラットスラブ5が耐震補強用
になるので高い耐震構造であって、また外周部や内部が
大きく開放するので構造が単純化され、内部に設ける戸
境壁や間仕切りに対してほとんど制約を受けることがな
い。そして、前記主柱2は上側の梁材4を支持して自重
を支えることがでるので、集合住宅を高い階層にするこ
とができる。
Therefore, in the structure 1, the outer peripheral portion forms an outer peripheral frame structure that bears all seismic force, and the inner portion forms an internal flat slab structure that supports a long-term vertical load such as a floor. The main structure 2, the intermediate column 3, and the upper and lower flat slabs 5 are used for seismic reinforcement, so that the structure 1 has a high seismic resistance structure. Further, since the outer periphery and the inside are largely open, the structure is simplified. In addition, there are almost no restrictions on the door walls and partitions provided inside. And since the said main pillar 2 can support the upper beam member 4 and can support its own weight, it is possible to make an apartment house a high level.

【0010】そして、前記構造体1において、長手方向
(けた行方向)に対向する左右の側壁部11を構成する
上下の梁材4’は逆梁構造であり、上縁に適宜間隔で切
欠部41を設けることにより、左右の切欠部41で挟ま
れる部分が上向きの凸部42を構成している。構造体1
は、外周部がラーメン構造体を形成しているので、地震
時には逆梁構造の梁材4’に曲げモーメントが発生す
る。梁材4’の曲げモーメントは、スパンの両端部にお
いては正負の最大曲げモーメントになり、スパンの中間
部においては直線状に分布する。したがって、スパンの
中間部では曲げモーメントがきわめて小さくなるので、
梁材4’に、スパンの中間部に切欠部41を設けても断
面耐力を充分に確保することができる。即ち、梁材4’
はスパンの両端部で切欠部を形成していないから梁成が
大きく、中間部において切欠部41により梁成が小さく
なっている変断面であり、したがって切欠部を形成して
いない梁成の他の部分をスパンの全長において一体に連
続した構成となっているので、地震により曲げモーメン
トが作用すると、スパン方向の曲げモーメント分布と梁
成の変化状況が一致する合理的な構造部材を形成する。
In the structural body 1, the upper and lower beam members 4 'constituting the left and right side walls 11 opposed to each other in the longitudinal direction (the row direction) have an inverted beam structure. By providing 41, the portion sandwiched between the left and right cutouts 41 constitutes an upwardly protruding portion 42. Structure 1
Since the outer periphery forms a ramen structure, a bending moment is generated in the beam member 4 'having the inverted beam structure during an earthquake. The bending moment of the beam 4 ′ becomes the maximum positive and negative bending moment at both ends of the span, and is distributed linearly at the middle of the span. Therefore, the bending moment is extremely small in the middle of the span,
Even if the notch 41 is provided in the middle of the span in the beam member 4 ', the sectional strength can be sufficiently ensured. That is, beam material 4 '
Is a variable section in which the notch is not formed at both ends of the span, and the beam is large, and the beam is reduced by the notch 41 in the middle part. Is formed integrally and continuously over the entire length of the span, so that when a bending moment acts due to an earthquake, a rational structural member is formed in which the bending moment distribution in the span direction and the change state of the beam formation match.

【0011】図2は本発明の第2の実施例の構造体1を
示すもので、逆梁構造の梁材4’を設けた左右の側壁部
11の一部に連層耐震壁12を設けて構造体1の耐震強
度を高めるようにした構成で、その他の構成は前記図1
の第1の実施例と変わらないので、同一構成部分に同一
符号を付して詳細な説明を省略する。したがって、居住
棟7の内部には、フラットスラブ5にスラブ開口部を設
ける形で上下階に貫通してパイプシャフトを立設する必
要がない。
FIG. 2 shows a structure 1 according to a second embodiment of the present invention, in which a multi-story earthquake-resistant wall 12 is provided on a part of right and left side walls 11 provided with a beam member 4 'having a reverse beam structure. FIG. 1 shows a configuration in which the seismic strength of the structure 1 is increased.
Therefore, the same reference numerals are given to the same components and the detailed description is omitted. Therefore, it is not necessary to erected a pipe shaft inside the living building 7 so as to penetrate the upper and lower floors in the form of providing the slab opening in the flat slab 5.

【0012】さらに、隣接する居住棟7の間に連結棟8
を介在設置し、連結棟8に上下方向の設備装置を配置す
る集合住宅においては、前記居住棟7の各階の第1の床
下空間14、第2の床下空間16で横行する設備配管類
が前記居住棟7と連結棟8の境界面の梁材4’に集中す
るが、梁材4’には切欠部41が設けられているので、
この切欠部41に前記設備配管類を通過させて、連結棟
8に設けられているパイプシャフト82内の縦設備配管
類に接続させることができる。したがって、前記境界面
の梁材4’に設備用の梁貫通孔を数多く穿孔することも
なく、梁材4’の下方で横行する設備配管等を屈曲させ
て下がり天井とする必要もないし、横行する設備配管等
の点検、修理、取り替えも容易である。
Further, a connecting building 8 is located between the adjacent residential buildings 7.
In a multi-family dwelling in which vertical equipment is arranged in the connecting building 8, the equipment piping that traverses in the first underfloor space 14 and the second underfloor space 16 on each floor of the living building 7 is as described above. It concentrates on the beam 4 ′ at the boundary between the living ridge 7 and the connecting ridge 8, but since the beam 4 ′ is provided with the notch 41,
The above-mentioned equipment piping can be passed through the notch 41 to be connected to vertical equipment piping in a pipe shaft 82 provided in the connection building 8. Therefore, it is not necessary to drill many beam through holes for equipment in the beam 4 ′ at the boundary surface, and it is not necessary to bend the equipment piping or the like traversing below the beam 4 ′ to lower the ceiling and to traverse the beam 4 ′. Inspection, repair and replacement of equipment piping etc. are easy.

【0013】図3は梁材4’において、不完全逆梁構造
の第1の実施例を示すもので、梁材4の高さの途中にフ
ラットスラブ5を位置させて上縁に前記切欠部41、及
び凸部42を形成し、梁材4の上縁に敷設する居住用床
材13とフラットスラブ5との間に第1の床下空間14
を形成するとともに、梁材4の下縁に敷設する下の階層
の天井材15と前記フラットスラブ5との間に第2の床
下空間16を形成した構成である。したがって、後述す
るが、給排水や空調、ガス等の配管、電線、電話線等の
配線空なる設備配管類は、前記切欠部41を挿通させて
上記第1の床下空間14、第2の床下空間16のいずれ
か一方若しくは両方に配設することができ、特にフラッ
トスラブ5に連通孔を開設することなく第1の床下空間
14、第2の床下空間16の配線等を行き交うようにす
ることもできる。さらに、床下収納庫、掘りこたつ、浴
槽の下方一部等の居住用設備装置を収納設置することが
でき、また床のレベルを調整することも容易である。
FIG. 3 shows a first embodiment of the incomplete inverted beam structure in the beam member 4 '. The flat slab 5 is located in the middle of the height of the beam member 4 and the notch is formed in the upper edge. 41 and a first under-floor space 14 between the living slab 13 and the flat slab 5 laid on the upper edge of the beam 4
And a second under-floor space 16 is formed between the flat slab 5 and the ceiling material 15 at the lower level laid on the lower edge of the beam 4. Therefore, as will be described later, empty piping such as water supply / drainage, air conditioning, gas, etc., electric wires, telephone lines, etc., can be inserted through the cutout 41 and the first underfloor space 14 and the second underfloor space can be inserted. 16 or the like, and in particular, the wiring and the like of the first underfloor space 14 and the second underfloor space 16 may be passed without opening a communication hole in the flat slab 5. it can. Further, it is possible to store and install living equipment such as an underfloor storage, a digging kotatsu, and a part below a bathtub, and it is easy to adjust the floor level.

【0014】図4は梁材4’において、不完全逆梁構造
の第2の実施例を示すもので、梁材4’の下縁に切欠部
41、凸部42を形成した構成以外は、図3の第1実施
例と変わらないので、同一構成部分に同一符号を付して
詳細な説明を省略する。したがって、この実施例によれ
ば切欠部41に挿通する設備配管類を第2の床下空間1
6に配設して、上層階の第1の床下空間14にまで配設
することができる。
FIG. 4 shows a second embodiment of the incomplete inverted beam structure in the beam member 4 '. Except for the configuration in which the notch 41 and the convex portion 42 are formed at the lower edge of the beam member 4', FIG. Since this is the same as the first embodiment of FIG. 3, the same components are denoted by the same reference numerals and detailed description is omitted. Therefore, according to this embodiment, the equipment pipes to be inserted into the notch 41 are connected to the second underfloor space 1.
6 and up to the first underfloor space 14 on the upper floor.

【0015】図5は梁材4’の逆梁構造において、前記
梁材4の下縁にフラットスラブ5を設けるとともに、上
縁に切欠部41、凸部42を形成した構成である。した
がって、居住用床材13とフラットスラブ5との間に構
成される床下空間17は、前記梁材4の高さ分であるか
ら、前記実施例の第1の床下空間14、第2の床下空間
16より大きくなる分だけ、床下収納庫、掘りこたつ、
浴槽の下方一部等の居住用設備装置を収納設置すること
ができる。
FIG. 5 shows a structure in which a flat slab 5 is provided at the lower edge of the beam 4 and a cutout 41 and a convex 42 are formed at the upper edge in the inverted beam structure of the beam 4 '. Therefore, the underfloor space 17 formed between the living flooring 13 and the flat slab 5 is the height of the beam 4, so that the first underfloor space 14 and the second underfloor of the embodiment are used. Under the floor storage, digging kotatsu,
Housing equipment such as a part below the bathtub can be stored and installed.

【0016】図6は、本発明の構造体1によって構成し
た居住棟7と連結棟8との概略平面図で、前記居住棟7
の短手方向(はり間方向)の一方の側部に共用廊下71
を、他方の側部にバルコニー72を設け、外壁部73に
より居住空間74を区切っている。
FIG. 6 is a schematic plan view of a living building 7 and a connecting building 8 constituted by the structure 1 of the present invention.
The common corridor 71 is located on one side in the short direction (between beams)
A balcony 72 is provided on the other side, and a living space 74 is separated by an outer wall 73.

【0017】そして、隣り合う居住棟7の間には前記連
結棟8を介在設置してあり、構造体1の逆梁構造の梁材
4’を有する側壁部11を、連結棟8に向くように位置
させる。前記連結棟8は、内部に階段やエレベーター等
の昇降用機構81と、給排水若しくは空調用、ガス用そ
の他の配管等からなる配管類、電線や電話線、その他の
線材等からなる配線類等の設備配管類、及び電線や電話
線、その他の線材等からなる配線類等の設備配管類を収
納配設するパイプシャフト82とを設ける。前記昇降用
機構81やパイプシャフト82は、独立した壁面を持つ
構造体とすることにより、設備連結棟8の耐震強度を高
めることができ、特に図2で示す側壁部11に連層耐震
壁12を設けた構造体1においては、構造体1との耐震
構造体とが相俟って、集合住宅全体の耐震強度を著しく
高めることができる。
The connecting ridge 8 is interposed between the adjacent living ridges 7, and the side wall portion 11 having the beam 4 ′ of the inverted beam structure of the structure 1 is directed to the connecting ridge 8. Position. The connecting ridge 8 includes a lifting mechanism 81 such as a staircase and an elevator, and pipes such as plumbing for water supply / drainage or air conditioning, gas, and other wiring, and wirings such as electric wires, telephone wires, and other wires. A pipe shaft 82 is provided for housing and disposing equipment piping such as equipment piping and wiring such as electric wires, telephone wires, and other wires. When the lifting mechanism 81 and the pipe shaft 82 have a structure having independent wall surfaces, the seismic strength of the facility connection building 8 can be increased. In particular, the multi-layered seismic wall 12 is provided on the side wall 11 shown in FIG. In the structure 1 provided with the structure 1, the seismic resistance structure of the structure 1 together with the structure 1 can remarkably increase the seismic strength of the entire apartment house.

【0018】図7は前記居住空間74の内部を居住用に
仕切った実施例を示すもので、戸境壁75によって4つ
の住戸空間76を構成し、各住戸空間76の内部に適宜
に設けた間仕切り77により室内空間が形成され、居住
用として、若しくはオフィス用として利用できる空間部
を設けることができる。
FIG. 7 shows an embodiment in which the interior of the living space 74 is partitioned for living, and four dwelling spaces 76 are formed by a door wall 75, and are appropriately provided inside each dwelling space 76. An indoor space is formed by the partition 77, and a space that can be used for living or office can be provided.

【0019】そして、図8で示すように、構造体1にお
いて逆梁構造の梁材4’を有する側壁部11が連結棟8
に向いているので、前記第1の床下空間14若しくは第
2の床下空間16の内部には、連結棟8のパイプシャフ
ト82から横方向に分岐して梁材4’の切欠部41を挿
通する配線類、配管類等が配設され、第1の床下空間1
4から居住用床材13を通って前記住戸空間76に設け
た設備機器類に接続されている。したがって、居住棟7
の内部には、フラットスラブ5にスラブ開口部を設ける
形で上下階に貫通してパイプシャフトを立設する必要が
ない。
As shown in FIG. 8, the side wall 11 having the beam member 4 'having the inverted beam structure in the structure 1 is connected to the connecting building 8
Therefore, the notch 41 of the beam member 4 ′ is branched into the inside of the first underfloor space 14 or the second underfloor space 16 from the pipe shaft 82 of the connecting ridge 8 in the lateral direction. Wirings, piping, etc. are provided, and the first underfloor space 1
4 is connected to the equipment provided in the dwelling unit space 76 through the living floor material 13. Therefore, residential building 7
There is no need to erected a pipe shaft through the upper and lower floors in the form of providing a slab opening in the flat slab 5 inside.

【0020】さらに、隣接する居住棟7の間に連結棟8
を介在配置し、連結棟8に上下方向の設備装置を集中配
置する構成の集合住宅において、居住棟7の各階の第1
の床下空間14、第2の床下空間16に横行する設備配
管類は、前記居住棟7と連結棟8の境界面の梁材4’に
集中するが、梁材4’には切欠部41が設けられている
ので、この切欠部41に前記設備配管類を集中させて通
過させて、連結棟8に設けられているパイプシャフト8
2の内部の縦設備配管類に接続させることができる。し
たがって、前記境界面の梁材4’に設備用の梁貫通孔を
数多く穿孔することもなく、梁材4’の下方で横行する
設備配管等を屈曲させて下がり天井とする必要もない。
さらに、前記横行する設備配管等の点検、修理、取り替
え等も容易である。また、第1の床下空間14には、床
下収納庫、掘りこたつ、浴槽の下方一部等からなる居住
用設備装置を内部に数多く設置することができる。
Further, a connecting building 8 is located between the adjacent residential buildings 7.
In a multi-unit apartment constructed so that the vertical equipment is centrally arranged in the connecting building 8, the first floor of each floor of the living building 7
The equipment piping that traverses the underfloor space 14 and the second underfloor space 16 is concentrated on the beam 4 ′ at the boundary between the living wing 7 and the connecting ridge 8, but the notch 41 is formed in the beam 4 ′. Since the equipment pipes are provided, the equipment pipes are concentrated and passed through the cutouts 41, and the pipe shafts 8 provided in the connection building 8 are provided.
2 can be connected to the vertical equipment piping. Therefore, there is no need to drill a large number of beam through holes for equipment in the beam 4 ′ at the boundary surface, and it is not necessary to bend a facility pipe or the like traversing below the beam 4 ′ to form a ceiling.
Further, inspection, repair, replacement, and the like of the traversing equipment piping and the like are easy. Further, in the first underfloor space 14, a large number of living facilities including a underfloor storage, a digging kotatsu, a part below a bathtub, and the like can be installed.

【0021】図9は前記居住棟7と連結棟8とを連結し
て構成した集合住宅の1つの実施例を示すもので、居住
棟7と連結棟8とを交互に連結したり、例えば、く字状
の居住棟7’を途中に連結すると、きわめて変化に富む
集合住宅を構成することができる。そして、連結棟8の
一部連結棟8’を、昇降用機構81やパイプシャフト8
2を設けていない立体駐車場として使用すると、敷地内
に駐車スペースを設ける必要がなかったり、小面積の駐
車スペースにすることができ、敷地を有効に利用するこ
とができる。
FIG. 9 shows an embodiment of an apartment house constructed by connecting the living building 7 and the connecting building 8. The living building 7 and the connecting building 8 are connected alternately. By connecting the V-shaped living ridges 7 'in the middle, it is possible to construct a very varied apartment house. Then, a part of the connecting building 8 ′ of the connecting building 8 is connected to the elevating mechanism 81 and the pipe shaft 8.
If it is used as a multi-story parking garage without 2, it is not necessary to provide a parking space in the premises, or a small area parking space can be used, and the premises can be used effectively.

【0022】以上本発明を図面の実施例に基づいて説明
したが、本発明は前記実施例に限定されるものではな
く、特許請求の範囲に記載の構成を変更しない限りどの
ようにでも実施することができる。例えば、構造体1
は、主柱、中間柱、及び各柱の上下に架設状に設けた梁
材と逆梁構造の梁材とによって骨組みされるのであれ
ば、どのような構成のものでもよい。図3、図4におい
て、不完全逆梁構造の梁材4’の上縁若しくは下縁のい
ずれか一方に切欠部41を設けているが、切欠部41の
最大深さは、梁としての構造的性能を考慮して、梁材
4’の断面成との比率で決められる。さらに、前記実施
例では、切欠部41を有する梁材4’は、居住棟7の側
壁部11の位置に架設しているが、長手方向の梁材4に
も切欠部を設けてもよい。長手方向の切欠部は、バルコ
ニーに位置するので、採光や眺望を向上させることがで
きる。また、前記独立柱6の上端に、独立柱6の断面積
より大きな支圧板を設けてフラットスラブ5を下から支
持すると、フラットスラブ5の支持が安定するばかりで
なく、フラットスラブ5に作用する荷重を確実に支える
ことができ、しかも住宅が高層になっても個々の階層の
独立柱が連通状になるので、大きな荷重を充分に支える
ことができる。なお、居住棟7の構造種別は、鉄筋コン
クリート構造、鉄骨造りとしてもよいし、さらに、プレ
キャストコンクリート造り、現場打ち造りの何れでもよ
い。
Although the present invention has been described with reference to the embodiment shown in the drawings, the present invention is not limited to the above-described embodiment, and can be implemented in any manner unless the structure described in the claims is changed. be able to. For example, structure 1
Any structure may be used as long as it is framed by the main pillars, the intermediate pillars, and the beam members provided in an erect manner above and below each column and the beam members having the inverted beam structure. In FIGS. 3 and 4, the notch 41 is provided on either the upper edge or the lower edge of the beam member 4 ′ having the incomplete inverted beam structure, but the maximum depth of the notch 41 depends on the structure of the beam. It is determined by the ratio to the cross-sectional composition of the beam member 4 'in consideration of the dynamic performance. Further, in the above embodiment, the beam 4 ′ having the notch 41 is provided at the position of the side wall 11 of the living building 7, but the notch may be provided in the beam 4 in the longitudinal direction. Since the longitudinal cutout is located on the balcony, it is possible to improve the lighting and the view. When a support plate larger than the cross-sectional area of the independent pillar 6 is provided at the upper end of the independent pillar 6 to support the flat slab 5 from below, not only the support of the flat slab 5 is stabilized, but also the flat slab 5 acts on the flat slab 5. The load can be reliably supported, and even when the house becomes a high-rise building, the independent pillars of the individual floors are connected, so that a large load can be sufficiently supported. The structural type of the living building 7 may be a reinforced concrete structure, a steel frame structure, or a precast concrete structure or a cast-in-place structure.

【0023】[0023]

【発明の効果】以上要するに、本発明は、主柱間に中間
柱を設け、各柱の上下に直線状の梁材を架設状に設けた
集合住宅用構造体の居住棟と、縦設備配管類を内部に収
納設置したパイプシャフトを上下方向に有する連結棟と
を隣接させた集合住宅であって、前記居住棟と連結棟と
の境界面を、スパンの中間部において梁成の一部に切欠
部を形成するとともに、前記切欠部を形成していない梁
成の他の部分をスパンの全長にわたって一体に連続させ
てなる梁材を上下に設けた側壁部とし、前記居住棟の床
下空間に横行する設備配管類を、前記境界面の梁材の切
欠部に集中させて通過させ、連結棟の前記縦設備配管類
に接続したことを特徴とする。したがって、配線類、配
管類等の設備配管類を逆梁構造の梁材の切欠部から直接
床下空間に配設して住戸空間に導くことができ、戸境壁
や間仕切りの配置に制約を受けることがなく、しかも配
線機器、給排水機器がどのような位置に設置してあって
も確実に、簡単に配線、配管することができる。そし
て、居住棟と連結棟との境界の側壁の梁材に、建築途中
において梁貫通孔を多数穿孔することがなく、また梁材
の下方で横行する設備配管などを屈曲させて下がり天井
とする必要もないし、横行する設備配管などの点検修
理、取り替えなどの作業もきわめて容易である。更に、
居住棟の内部には、フラットスラブにスラブ開口部を設
ける形で上下階に貫通してパイプシャフトを立設する必
要がないので、内部空間を自由に仕切ったり間取りを変
更することができる。
In summary, the present invention relates to a residential building of a multi-dwelling structure in which intermediate pillars are provided between main pillars, and linear beams are provided above and below each pillar in an erected manner; A condominium building adjacent to a connecting ridge having pipe shafts vertically housed and installed therein, wherein the boundary surface between the living wing and the connecting ridge is part of a beam at the middle of the span. While forming a notch, the other part of the beam that does not form the notch is a side wall provided vertically above and below a beam material that is integrally continuous over the entire length of the span, and is provided in the underfloor space of the living building. The traversing facility piping is concentrated and passed through the notch of the beam material at the boundary surface, and is connected to the vertical facility piping of the connecting building. Therefore, equipment pipes such as wirings and pipes can be arranged in the underfloor space directly from the notch of the beam material of the inverted beam structure and guided to the dwelling unit space, and the layout of the door border wall and partition is restricted. The wiring and piping can be surely and easily made simple, no matter where the wiring equipment and plumbing equipment are installed. The beam on the side wall at the boundary between the living building and the connecting building does not have a large number of beam through holes in the middle of construction, and equipment piping that traverses below the beam is bent to form a lowered ceiling. It is not necessary, and it is extremely easy to perform inspections, repairs, replacements, and the like of the equipment piping that runs in the air. Furthermore,
In the interior of the living building, there is no need to erected pipe shafts penetrating the upper and lower floors in the form of providing a slab opening in a flat slab, so that the internal space can be freely partitioned and the layout can be changed.

【0024】そして、逆梁構造の梁材の高さの途中にフ
ラットスラブが位置する不完全逆梁構造とし、居住用床
材と前記フラットスラブとの間に第1の床下空間を構成
し、フラットスラブと下側の階層の居住用天井材との間
に第2の床下空間を構成し、前記設備配管類を第1の床
下空間、第2の床下空間のいずれか一方若しくは両方に
配設してなる構成においては、配線や配管スペースに余
裕があり、特に上の階層ばかりでなく、下の階層に配管
したり配線することができ、多目的の住居空間やオフィ
ス空間に対応することができる。さらに、床下収納庫、
掘りこたつ、浴槽の下方一部等の居住用設備装置等も収
納設置することができる。
[0024] An incomplete inverted beam structure in which a flat slab is located in the middle of the height of the inverted beam structure, and a first underfloor space is formed between the living floor material and the flat slab. A second underfloor space is formed between the flat slab and the lower-level living ceiling material, and the equipment piping is disposed in one or both of the first underfloor space and the second underfloor space. In the configuration that is made, there is room for wiring and piping space, and particularly, piping and wiring can be performed not only on the upper layer but also on the lower layer, and it can be used for multipurpose residential space and office space. . In addition, underfloor storage,
A digging kotatsu, living equipment such as a part below a bath tub, etc. can also be stored and installed.

【0025】また、逆梁構造の梁材の下端にフラットス
ラブを位置させ、フラットスラブの上側の床下空間に前
記設備配管類を配設するとともに、床下収納庫、掘りこ
たつ、浴槽の下方一部等からなる居住用設備装置を設け
る構成であれば、床下空間をきわめて有効に利用するこ
とができる。
Further, the flat slab is located at the lower end of the beam member having the inverted beam structure, the above-mentioned equipment piping is arranged in the space below the floor above the flat slab, and the underfloor storage, the digging kotatsu, and the lower part of the bathtub are provided. If the configuration is such that a residential facility device is provided, the underfloor space can be used very effectively.

【0026】また、側壁部の一部に連層耐震壁を設ける
ことにより、構造体ばかりでなく連結棟を介在設置した
集合住宅においても耐震強度を著しく高めることがで
き、実用的価値の高いものとなる。
In addition, by providing a multi-story earthquake-resistant wall at a part of the side wall, seismic strength can be remarkably increased not only in a structure but also in an apartment house with a connecting building interposed therebetween, which is of high practical value. Becomes

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

【図1】本発明の構造体の第1の実施例の概略斜視図で
ある。
FIG. 1 is a schematic perspective view of a first embodiment of the structure of the present invention.

【図2】本発明の構造体の第2の実施例の概略斜視図で
ある。
FIG. 2 is a schematic perspective view of a second embodiment of the structure of the present invention.

【図3】不完全逆梁構造の第1の実施例の一部の斜視図
である。
FIG. 3 is a perspective view of a part of the first embodiment of the incomplete inverted beam structure.

【図4】不完全逆梁構造の第2の実施例の一部の斜視図
である。
FIG. 4 is a partial perspective view of a second embodiment of the incomplete inverted beam structure.

【図5】逆梁構造の一部の斜視図である。FIG. 5 is a perspective view of a part of the inverted beam structure.

【図6】本発明の構造体による居住棟と連結棟との概略
平面図である。
FIG. 6 is a schematic plan view of a residential building and a connecting building using the structure of the present invention.

【図7】本発明の構造体によって構成される居住棟の平
面図である。
FIG. 7 is a plan view of a residential building constituted by the structure of the present invention.

【図8】図7の縦断面図である。8 is a longitudinal sectional view of FIG.

【図9】居住棟と連結棟とによる集合住宅の概略平面図
である。
FIG. 9 is a schematic plan view of an apartment house including a residential building and a connecting building.

【符号の説明】[Explanation of symbols]

1 構造体 2 主柱 3 中間柱 4、4’ 梁材 5 フラットスラブ 6 独立柱 7 居住棟 8 連結棟 11 側壁部 12 連層耐震壁 13 居住用床材 14 第1の床下空間 15 天井材 16 第2の床下空間 17 床下空間 41 切欠部 42 凸部 71 共用廊下 72 バルコニー 73 外壁部 74 居住空間 75 戸境壁 76 住戸空間 77 間仕切り 81 昇降用設備 82 パイプシャフト DESCRIPTION OF SYMBOLS 1 Structure 2 Main pillar 3 Intermediate pillar 4, 4 'beam material 5 Flat slab 6 Independent pillar 7 Living ridge 8 Connecting ridge 11 Side wall part 12 Multi-story earthquake-resistant wall 13 Living floor material 14 1st underfloor space 15 Ceiling material 16 Second underfloor space 17 Underfloor space 41 Notch 42 Convex portion 71 Common corridor 72 Balcony 73 Exterior wall 74 Living space 75 Doorway wall 76 Living room space 77 Partition 81 Elevating equipment 82 Pipe shaft

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−2445(JP,A) 特開 平5−295904(JP,A) 特開 平5−71765(JP,A) 特公 平1−12887(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E04B 1/18 E04H 1/04 E04H 9/02 301 E04H 9/02 321 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-6-2445 (JP, A) JP-A 5-295904 (JP, A) JP-A 5-71765 (JP, A) 12887 (JP, B2) (58) Field surveyed (Int. Cl. 7 , DB name) E04B 1/18 E04H 1/04 E04H 9/02 301 E04H 9/02 321

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 主柱間に中間柱を設け、各柱の上下に直
線状の梁材を架設状に設けた集合住宅用構造体の居住棟
と、縦設備配管類を内部に収納設置したパイプシャフト
を上下方向に有する連結棟とを隣接させた集合住宅であ
って、前記居住棟と連結棟との境界面を、スパンの中間
部において梁成の一部に切欠部を形成するとともに、前
記切欠部を形成していない梁成の他の部分をスパンの全
長にわたって一体に連続させてなる梁材を上下に設けた
側壁部とし、前記居住棟の床下空間に横行する設備配管
類を、前記境界面の梁材の切欠部に集中させて通過さ
せ、連結棟の前記縦設備配管類に接続したことを特徴と
する集合住宅。
An intermediate pillar is provided between the main pillars, and a living building of a multi-dwelling structure in which linear beams are provided vertically above and below each pillar, and vertical equipment piping are housed and installed therein. A multi-family dwelling in which a connecting ridge having a pipe shaft in a vertical direction is adjacent to the housing, and a boundary surface between the living ridge and the connecting ridge is formed with a cutout in a part of the beam at an intermediate portion of the span, The other part of the beam that does not form the notch portion is a side wall portion provided vertically above and below the beam material that is integrally continuous over the entire length of the span, and equipment piping that traverses the underfloor space of the living building, A multi-family dwelling, characterized in that the beam is concentrated and passed through the notch of the beam material at the boundary surface and connected to the vertical equipment piping of the connecting building.
【請求項2】 側壁部に連層耐震壁を設けた請求項1に
記載の集合住宅。
2. The apartment house according to claim 1, wherein a multi-story earthquake-resistant wall is provided on a side wall portion.
JP10336401A 1998-11-26 1998-11-26 housing complex Expired - Fee Related JP3066744B2 (en)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10336401A JP3066744B2 (en) 1998-11-26 1998-11-26 housing complex

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Publication Number Publication Date
JP2000160675A JP2000160675A (en) 2000-06-13
JP3066744B2 true JP3066744B2 (en) 2000-07-17

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ID=18298766

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JP4632275B2 (en) * 2000-07-06 2011-02-16 株式会社長谷工コーポレーション SI apartment
JP4854028B2 (en) * 2007-06-04 2012-01-11 大成建設株式会社 Floor structure
KR101204767B1 (en) 2010-03-26 2012-11-27 이창남 Structural System for One-Room Type Multi-Story Building
JP5782347B2 (en) * 2011-09-28 2015-09-24 株式会社竹中工務店 Building floor structure
JP6245890B2 (en) * 2013-08-20 2017-12-13 株式会社竹中工務店 building
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