JP2002188301A - Plate-type building - Google Patents

Plate-type building

Info

Publication number
JP2002188301A
JP2002188301A JP2000386582A JP2000386582A JP2002188301A JP 2002188301 A JP2002188301 A JP 2002188301A JP 2000386582 A JP2000386582 A JP 2000386582A JP 2000386582 A JP2000386582 A JP 2000386582A JP 2002188301 A JP2002188301 A JP 2002188301A
Authority
JP
Japan
Prior art keywords
pillar
dwelling unit
balcony
outside
plate
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
JP2000386582A
Other languages
Japanese (ja)
Inventor
Tsutomu Komuro
努 小室
Tomoki Miura
友己 三浦
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP2000386582A priority Critical patent/JP2002188301A/en
Publication of JP2002188301A publication Critical patent/JP2002188301A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a plate-type building applied to a mid-to-high-rise apartment easily applicable to a multistory building, eliminating sense of oppression of a habitable space and entrance of a dwelling unit, and heightening the degree of freedom for design. SOLUTION: A balcony 2 and an outside corridor 3 are disposed on both sides of the dwelling unit 16, and a first pillar 5 is erected in the balcony 2. A stud 12 is erected in the boundary between the dwelling unit 16 and the outside corridor 3, and a second pillar 13 is erected on the outside of the outside corridor 3. A bearing wall 7 is provided to connect the first pillar 5 and the stud 12, and a boundary beam 4 made of dead soft steel is disposed to connect the stud 12 and the second pillar 13. Thus, the bearing wall 7 and the boundary beam 4 are continuously extended widely from the balcony 2 to the outside of the outside corridor 3, thereby increasing earthquake resistance in the direction of wall is increased for that. It is not necessary to project the pillar and the beam into the dwelling unit 16 as the earthquake resistance is increased.

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、中高層集合住宅な
どに適用するに好適な板状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 plate-like building suitable for use in middle- and high-rise apartment buildings.

【0002】[0002]

【従来の技術】図2は従来の板状建物の一例を示す図で
あって、(a)はその水平断面図、(b)はその垂直断
面図である。
2. Description of the Related Art FIGS. 2A and 2B show an example of a conventional plate-like building. FIG. 2A is a horizontal sectional view and FIG. 2B is a vertical sectional view.

【0003】従来この種の板状建物1としては、図2に
示すように、各バルコニー2の外側に柱5を立設すると
ともに、各住戸16と外廊下3との間に柱6を立設し、
これら柱5、6をつなぐ形で耐力壁7を設け、バルコニ
ー2側の柱5、5間に逆梁9を桁行方向に配設し、さら
に外廊下3側の柱6、6間に順梁10を桁行方向に配設
した構造が広く採用されていた。
Conventionally, as a plate-like building 1 of this type, as shown in FIG. 2, pillars 5 are erected outside each balcony 2 and pillars 6 are erected between each dwelling unit 16 and the outer corridor 3. Set up
A load-bearing wall 7 is provided so as to connect the pillars 5 and 6, and a reverse beam 9 is arranged in the girder direction between the pillars 5 and 5 on the balcony 2 side. A structure in which 10 are arranged in the column direction has been widely adopted.

【0004】[0004]

【発明が解決しようとする課題】しかし、これでは次の
ような不都合があった。
However, this has the following disadvantages.

【0005】第1に、耐力壁7の幅が柱5、6間に限ら
れ、壁方向の耐震抵抗があまり大きくないため、高層建
物に適用する場合に自ずと限界が生じる。
[0005] First, the width of the bearing wall 7 is limited between the columns 5 and 6, and the seismic resistance in the wall direction is not so large.

【0006】第2に、板状建物1の耐震強度を確保する
ため必然的に柱5、6や順梁10の一部が各住戸16内
に出っ張るので、住戸16の居室空間や出入り口が圧迫
されるのみならず、設計の自由度が減少してしまう。
Secondly, since the pillars 5, 6 and a part of the forward beam 10 inevitably protrude into each dwelling unit 16 in order to secure the seismic strength of the plate-shaped building 1, the room space and the entrance of the dwelling unit 16 are compressed. In addition, the degree of freedom in design is reduced.

【0007】本発明は、このような事情に鑑み、高層建
物への適用が容易で、住戸の居室空間および出入り口に
おける圧迫感がなく、設計の自由度が大きい板状建物を
提供することを目的とする。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide a plate-like building which can be easily applied to a high-rise building, has no feeling of oppression in a living room space and an entrance and exit, and has a large degree of freedom in design. And

【0008】[0008]

【課題を解決するための手段】まず、請求項1に記載の
本発明は、住戸の両側にバルコニーおよび外廊下を配置
し、前記バルコニーに第1の柱を立設し、前記住戸と前
記外廊下との境界に間柱を立設し、前記外廊下の外側に
第2の柱を立設し、第1の柱と前記間柱とをつなぐ形で
耐力壁を設け、前記間柱と第2の柱とをつなぐ形で境界
梁を配設して構成される。
According to the first aspect of the present invention, a balcony and an outer corridor are arranged on both sides of a dwelling unit, a first pillar is erected on the balcony, and the dwelling unit and the exterior unit are arranged. A stud is erected at the boundary with the corridor, a second pillar is erected outside the outer corridor, and a load-bearing wall is provided so as to connect the first pillar and the stud, and the stud and the second pillar are provided. It is constructed by arranging boundary beams in a form that connects with.

【0009】こうした構成を採用することにより、耐力
壁と境界梁がバルコニーから外廊下の外側まで連続して
幅広く延伸し、その分だけ壁方向の耐震抵抗が大きくな
ると同時に、この耐震抵抗の増大に伴い、住戸内に柱や
梁を出っ張らせる必要がなくなるように作用する。
By adopting such a configuration, the bearing wall and the boundary beam extend continuously and widely from the balcony to the outside of the outer corridor, and the seismic resistance in the wall direction is increased by that much, and at the same time, the seismic resistance is increased. Accordingly, it works so that there is no need to protrude pillars or beams in the dwelling unit.

【0010】また、請求項2に記載の本発明は、上記境
界梁として降伏部材を用いて構成される。ここで、降伏
部材の具体例としては、極軟鋼などの履歴型ダンパやオ
イルダンパなどの機械式ダンパを挙げることができる。
The present invention according to claim 2 is configured using a yield member as the boundary beam. Here, specific examples of the yielding member include a mechanical damper such as a hysteretic damper such as extremely mild steel and an oil damper.

【0011】かかる構成により、降伏部材からなる境界
梁がパッシブ制震機能を発揮するため、板状建物全体の
耐震性が向上するように作用する。
[0011] With this configuration, since the boundary beam made of the yielding member exerts a passive vibration control function, it acts to improve the earthquake resistance of the entire plate-like building.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0013】図1は本発明に係る板状建物の一実施形態
を示す図であって、(a)はその水平断面図、(b)は
その垂直断面図である。
FIG. 1 is a view showing one embodiment of a plate-like building according to the present invention, wherein (a) is a horizontal sectional view and (b) is a vertical sectional view.

【0014】この板状建物1においては、図1に示すよ
うに、各住戸16の両側にバルコニー2および外廊下3
が配置されており、各バルコニー2の外側には第1の柱
5が立設されている。各住戸16と外廊下3との境界に
は間柱12が立設されており、外廊下3の外側には第2
の柱13が立設されている。また、第1の柱5と間柱1
2との間には、両者をつなぐ形で耐力壁7が設けられて
おり、耐力壁7は各住戸16を区画している。さらに、
間柱12と第2の柱13との間には、両者をつなぐ形で
極軟鋼製の境界梁4が配設されている。また、第1の柱
5、5間には逆梁9が桁行方向に配設されており、第2
の柱13、13間には逆梁15が桁行方向に配設されて
いる。
In this plate-like building 1, as shown in FIG. 1, a balcony 2 and an outer corridor 3 are provided on both sides of each dwelling unit 16.
Are arranged, and first pillars 5 are erected outside each balcony 2. A stud 12 is erected at the boundary between each dwelling unit 16 and the outer corridor 3, and a second pillar is provided outside the outer corridor 3.
Pillar 13 is erected. Also, the first pillar 5 and the stud 1
2, a bearing wall 7 is provided to connect the two, and the bearing wall 7 partitions each dwelling unit 16. further,
Between the stud 12 and the second pillar 13, a boundary beam 4 made of extremely mild steel is arranged so as to connect them. In addition, a reverse beam 9 is arranged between the first columns 5 and 5 in the girder direction, and
An inverted beam 15 is arranged between the pillars 13 in a row direction.

【0015】板状建物1は以上のような構成を有するの
で、耐力壁7と境界梁4はバルコニー2の外側から外廊
下3の外側まで連続して幅広く延伸し、その分だけ壁方
向の耐震抵抗が大きくなると同時に、この耐震抵抗の増
大に伴い、住戸16内に柱や梁を出っ張らせる必要がな
くなる。その結果、この板状建物1を高層建物に適用す
るのが容易となるばかりか、住戸16の居室空間および
出入り口における圧迫感がなくなり、設計の自由度が増
す。また、境界梁4は極軟鋼製であるためパッシブ制震
機能を発揮し、板状建物1全体の耐震性が向上すること
になるので、板状建物1を超高層建物に適用することも
可能となる。
Since the plate-like building 1 has the above-described structure, the load-bearing walls 7 and the boundary beams 4 continuously and widely extend from the outside of the balcony 2 to the outside of the outer corridor 3, and the seismic resistance in the wall direction is correspondingly increased. At the same time as the resistance increases, it becomes unnecessary to protrude columns or beams in the dwelling unit 16 with the increase in the seismic resistance. As a result, it is not only easy to apply the plate-like building 1 to a high-rise building, but also there is no feeling of oppression in the living room space and the doorway of the dwelling unit 16, and the degree of freedom in design increases. In addition, since the boundary beam 4 is made of extremely mild steel, it exhibits a passive vibration control function, and the earthquake resistance of the entire plate-like building 1 is improved. Therefore, the plate-like building 1 can be applied to a high-rise building. Becomes

【0016】なお、上述の実施形態においては、極軟鋼
製の境界梁4を用いた板状建物1について説明したが、
境界梁4の材質としては、極軟鋼以外の履歴型ダンパ、
或いはオイルダンパなどの機械式ダンパを採用しても構
わない。
In the above embodiment, the plate-like building 1 using the boundary beam 4 made of extremely mild steel has been described.
As the material of the boundary beam 4, a hysteretic damper other than ultra mild steel,
Alternatively, a mechanical damper such as an oil damper may be employed.

【0017】[0017]

【発明の効果】以上説明したように、請求項1に記載の
本発明によれば、耐力壁と境界梁がバルコニーから外廊
下の外側まで連続して幅広く延伸し、その分だけ壁方向
の耐震抵抗が大きくなると同時に、この耐震抵抗の増大
に伴い、住戸内に柱や梁を出っ張らせる必要がなくなる
ことから、高層建物への適用が容易で、住戸の居室空間
および出入り口における圧迫感がなく、設計の自由度が
大きい板状建物を提供することが可能となる。
As described above, according to the first aspect of the present invention, the load-bearing wall and the boundary beam continuously and widely extend from the balcony to the outside of the outer corridor, and the seismic resistance in the wall direction is correspondingly increased. At the same time as the resistance increases, with the increase in seismic resistance, there is no need to protrude columns or beams inside the dwelling unit, so it is easily applied to high-rise buildings, and there is no feeling of oppression in the dwelling room space and doorway of the dwelling unit, It is possible to provide a plate-like building having a large degree of freedom in design.

【0018】また、請求項2に記載の本発明によれば、
降伏部材からなる境界梁がパッシブ制震機能を発揮する
ため、板状建物全体の耐震性が向上することから、高層
建物への適用がさらに容易なものとなる。
Further, according to the present invention described in claim 2,
Since the boundary beam made of the yielding member exerts the passive vibration control function, the seismic resistance of the entire plate-like building is improved, so that application to a high-rise building is further facilitated.

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

【図1】本発明に係る板状建物の一実施形態を示す図で
あって、(a)はその水平断面図、(b)はその垂直断
面図である。
FIG. 1 is a view showing an embodiment of a plate-like building according to the present invention, wherein (a) is a horizontal sectional view and (b) is a vertical sectional view.

【図2】従来の板状建物の一例を示す図であって、
(a)はその水平断面図、(b)はその垂直断面図であ
る。
FIG. 2 is a diagram showing an example of a conventional plate-like building,
(A) is a horizontal sectional view, (b) is a vertical sectional view.

【符号の説明】[Explanation of symbols]

1……板状建物 2……バルコニー 3……外廊下 4……境界梁 5……第1の柱 7……耐力壁 12……間柱 13……第2の柱 16……住戸 DESCRIPTION OF SYMBOLS 1 ... Plate-like building 2 ... Balcony 3 ... Exterior corridor 4 ... Boundary beam 5 ... 1st pillar 7 ... Bearing wall 12 ... Stud 13 ... 2nd pillar 16 ... Dwelling unit

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04H 9/02 321 E04H 9/02 321C Fターム(参考) 2E001 DG01 DG02 DH31 EA01 FA01 FA02 FA03 GA12 GA51 HA06 HB02 KA03 2E002 EA01 EB12 EB13 FA02 FB03 FB14 HA02 HB07 MA07 MA12──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04H 9/02 321 E04H 9/02 321C F term (Reference) 2E001 DG01 DG02 DH31 EA01 FA01 FA02 FA03 GA12 GA51 HA06 HB02 KA03 2E002 EA01 EB12 EB13 FA02 FB03 FB14 HA02 HB07 MA07 MA12

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 住戸の両側にバルコニーおよび外廊下を
配置し、前記バルコニーに第1の柱を立設し、前記住戸
と前記外廊下との境界に間柱を立設し、前記外廊下の外
側に第2の柱を立設し、第1の柱と前記間柱とをつなぐ
形で耐力壁を設け、前記間柱と第2の柱とをつなぐ形で
境界梁を配設したことを特徴とする板状建物。
1. A balcony and an outer corridor are arranged on both sides of a dwelling unit, a first pillar is erected on the balcony, a stud is erected on a boundary between the dwelling unit and the outer corridor, and an outside of the outer corridor is provided. A second pillar is provided upright, a bearing wall is provided to connect the first pillar to the stud, and a boundary beam is provided to connect the stud to the second pillar. Plate building.
【請求項2】 前記境界梁として降伏部材を用いたこと
を特徴とする請求項1に記載の板状建物。
2. The plate-like building according to claim 1, wherein a yielding member is used as the boundary beam.
JP2000386582A 2000-12-20 2000-12-20 Plate-type building Pending JP2002188301A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000386582A JP2002188301A (en) 2000-12-20 2000-12-20 Plate-type building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000386582A JP2002188301A (en) 2000-12-20 2000-12-20 Plate-type building

Publications (1)

Publication Number Publication Date
JP2002188301A true JP2002188301A (en) 2002-07-05

Family

ID=18853652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000386582A Pending JP2002188301A (en) 2000-12-20 2000-12-20 Plate-type building

Country Status (1)

Country Link
JP (1) JP2002188301A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005314928A (en) * 2004-04-28 2005-11-10 Kumagai Gumi Co Ltd Seismic response control structure
CN106677334A (en) * 2017-03-09 2017-05-17 吴方伯 Novel fabricated residence balcony
CN112681507A (en) * 2020-12-18 2021-04-20 北京东方华脉工程设计有限公司 Shear force wall vestibule structure of high shock resistance

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11324352A (en) * 1998-05-11 1999-11-26 Mitsui Constr Co Ltd Apartment-house
JP2000120281A (en) * 1998-10-13 2000-04-25 Shimizu Corp Building structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11324352A (en) * 1998-05-11 1999-11-26 Mitsui Constr Co Ltd Apartment-house
JP2000120281A (en) * 1998-10-13 2000-04-25 Shimizu Corp Building structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005314928A (en) * 2004-04-28 2005-11-10 Kumagai Gumi Co Ltd Seismic response control structure
JP4602693B2 (en) * 2004-04-28 2010-12-22 株式会社熊谷組 Damping structure
CN106677334A (en) * 2017-03-09 2017-05-17 吴方伯 Novel fabricated residence balcony
CN112681507A (en) * 2020-12-18 2021-04-20 北京东方华脉工程设计有限公司 Shear force wall vestibule structure of high shock resistance

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