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JPH06323001A - Extension and reconstruction of building - Google Patents

Extension and reconstruction of building

Info

Publication number
JPH06323001A
JPH06323001A JP13523193A JP13523193A JPH06323001A JP H06323001 A JPH06323001 A JP H06323001A JP 13523193 A JP13523193 A JP 13523193A JP 13523193 A JP13523193 A JP 13523193A JP H06323001 A JPH06323001 A JP H06323001A
Authority
JP
Japan
Prior art keywords
building
existing building
constructed
existing
new
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
JP13523193A
Other languages
Japanese (ja)
Inventor
Hideo Nakajima
秀雄 中島
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP13523193A priority Critical patent/JPH06323001A/en
Publication of JPH06323001A publication Critical patent/JPH06323001A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】 【目的】 既存建物を解体せず、移転も必要とせず、か
つそれを使用しながら、建物を増改築できる建物の増改
築方法を提供する。 【構成】 既存建物1が存在する地盤の隣接空間に、新
設される建物のコア部分4を構築し、次いで該コア部分
4から前記既存建物の頂部よりも上方部に、新設される
建物の人工地盤5を構築し、その後この人工地盤5上に
新設される建物3を順次構築し、しかる後に既存建物1
の改修を行う。
(57) [Summary] [Purpose] To provide a method of renovating a building that does not dismantle an existing building, does not require relocation, and can be used to renovate the building. [Structure] A core part 4 of a new building is constructed in a space adjacent to the ground where the existing building 1 exists, and then an artificial structure of the new building is constructed from the core part 4 above the top of the existing building. After constructing the ground 5, the buildings 3 newly built on this artificial ground 5 are sequentially constructed, and then the existing building 1 is constructed.
Repair.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、既存建物を使用しなが
ら建物を増改築する、建物の増改築方法に関し、既存建
物の解体を必要とせず、既存建物からの移転も必要とし
ない建物の増改築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for expanding or renovating a building while using the existing building, and does not require dismantling or relocation of the existing building. Regarding the extension and renovation method.

【0002】[0002]

【従来の技術】最近、都市の景観を守る機運が高まりを
見せ、著名な建築物、美しい建築物や歴史的建築物など
の保存が望まれている。しかしこれらの建築物は建設後
多くの年月を経過しており老朽化が著しく、使用を継続
するためには改修や補修が必要となっており、建物の原
型を保ったままの保存が望まれている。又、前記建物で
事務所などとして使用されている場合は、人員、OA機
器の増加などにより執務スペースの増大を必要とし、同
時にOA化時代に対応するには諸設備も老朽化してきて
おり、この点からも増設、改修が必要となっているが一
時的な移転や、恒久的な移転を余儀なくされている。
2. Description of the Related Art Recently, the momentum for protecting the cityscape has been increasing, and it is desired to preserve famous buildings, beautiful buildings and historic buildings. However, many years have passed since the construction of these buildings, and they are significantly deteriorated, and repairs and repairs are required to continue using them, and preservation of the building in its original shape is desired. It is rare. In addition, when it is used as an office in the building, it is necessary to increase the work space due to an increase in the number of personnel and OA equipment, and at the same time, various equipment is becoming obsolete to cope with the OA era. From this point as well, expansion and renovation are necessary, but temporary relocation and permanent relocation are inevitable.

【0003】一方、都市空間の有効利用という点から
は、できるだけ敷地の利用効率を上げるべく建物の高層
化が進んでいるが前記建築物の大半は、容積率の制定の
なされる以前のものであり、現在ではこれらの建築物の
建設されている場所には、より高さの高い建物が建設で
きるようになっている。従って、前記建築物を保存し、
かつ敷地の有効利用を計る試みがなされている。これら
には、既存建物を解体し、その後既設建物を解体した場
所に、新設建物を構築しその際に既存建物の外装だけを
新設建物に取り込む方法や、既存建物の一部を解体し、
その解体した部分に新設建物を建設する方法などがあ
る。又、既存建物を解体移設し新たな土地に再度既存建
物を建設し既存建物を解体した場所に新たに新設建物を
構築する方法もある。
On the other hand, from the viewpoint of effective use of urban space, buildings have been made higher in order to increase the utilization efficiency of the site as much as possible, but most of the buildings are before the establishment of the floor area ratio. And now, in places where these buildings are built, taller buildings can be built. Therefore, save the building,
Attempts have been made to measure the effective use of the site. These include the method of dismantling an existing building, then constructing a new building at the location where the existing building was dismantled, and incorporating only the exterior of the existing building into the new building, dismantling a part of the existing building,
There is a method of constructing a new building in the dismantled part. There is also a method in which an existing building is demolished and relocated, another existing building is rebuilt on a new land, and a new building is newly constructed at the place where the existing building was demolished.

【0004】[0004]

【発明が解決しようとする課題】しかしながらこれらの
方法のいずれも、既存建物の解体を伴うので、改築終了
までに長時間を要し、改築中に既存建物の使用ができず
一時的な移転や休業を余儀なくされたり、解体による多
大な廃材の発生や、解体作業時の騒音、塵挨の発生等の
諸問題点がある。又、既存建物を移設してしまう方法で
は、事務所として使用されている場合は執務場所が分散
してしまい、作業効率の低下、執務場所間の連絡の問題
や、諸設備の二重投資などの問題もある。これらの解決
は、都市の今後のあり方からも望まれるところ大なるも
のであった。本発明は前記事情に鑑みてなされたもので
あって、その目的とするところは、既存建物を解体する
事なく、保存し、移転を不要とする増改築を行う方法を
提供する事にある。
However, since any of these methods involves demolition of the existing building, it takes a long time until the completion of the renovation, and the existing building cannot be used during the renovation, and temporary relocation or There are various problems such as forced suspension of work, generation of a large amount of waste material due to dismantling, noise during dismantling work, and generation of dust. In addition, if the existing building is relocated, the offices will be dispersed if it is used as an office, resulting in reduced work efficiency, communication problems between offices, double investment in various equipment, etc. There is also the problem of. These solutions were enormous as desired from the future of the city. The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a method for preserving an existing building without dismantling it and performing an extension / reconstruction that does not require relocation.

【0005】[0005]

【課題を解決するための手段】本発明は、既存建物の建
設されていない隣接空間に、新設される建物のコア部分
を構築し、該コア部分から前記既存建物の頂部よりも上
方部に、新設される建物の人工地盤を構築し、その後こ
の人工地盤上に新設される建物を順次構築していき、し
かる後に既存建物の改修を行う事を特徴とする建物の増
改築方法である。
According to the present invention, a core portion of a new building is constructed in an adjacent space where an existing building is not constructed, and the core portion is provided above the top portion of the existing building. This is a method of expanding and renovating a building, which is characterized by constructing an artificial ground for a new building, then sequentially building a new building on this artificial ground, and then repairing the existing building.

【0006】[0006]

【作用】本発明の増改築方法によると、既存建物の頂部
よりも上方部に人工地盤を設け、その上に増築部分を構
築し、その部分に既存建物から執務者の移動を行った後
既存建物の改修を行うので、既存建物の使用を継続しな
がら増改築が可能になる。
According to the extension and renovation method of the present invention, the artificial ground is provided above the top of the existing building, the extension is constructed on the artificial ground, and the worker is moved from the existing building to the existing portion. Since the building will be renovated, it will be possible to renovate it while continuing to use the existing building.

【0007】[0007]

【実施例】以下に本発明の一実施例について図面を参照
して説明する。図1は、本発明の実施される既存建物お
よび敷地の平面図である。符号1は既存建物、2は敷地
内の隣接空間である中庭を示している。本実施例に係る
既存建物1は、建物内部に2ケ所の中庭2を有してい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view of an existing building and site where the present invention is implemented. Reference numeral 1 indicates an existing building, and 2 indicates a courtyard which is an adjacent space on the site. The existing building 1 according to the present embodiment has two courtyards 2 inside the building.

【0008】本発明によると先ず、前記中庭2より新設
される建物の基礎を構築する。(図示せず。)前記基礎の
構造としては、コア部4からの荷重を集中的に受けるの
で、これに耐えるべく大きな耐力を有する構造を持つ事
が望ましい。又、前記基礎の構築はいかなる方法によっ
ても行なわれる事が可能である。1例としては連続地中
壁を中庭2を取り囲むように四周に支持地盤まで構築
し、この後前連壁の切り梁支保工を行いながら地盤の掘
削を行い支持地盤までの掘削終了、その後基礎躯体を構
築していく。
According to the present invention, first, the foundation of a building newly built from the courtyard 2 is constructed. (Not shown.) As the structure of the foundation, since the load from the core portion 4 is concentrated, it is desirable to have a structure having a large proof stress to withstand this. Also, the foundation can be constructed by any method. As an example, a continuous underground wall is built up to the support ground around the courtyard 2 on all four sides. After that, the ground is excavated while the beam support of the front connecting wall is being carried out, and then the excavation to the support ground is completed. Build the body.

【0009】基礎の構築終了後、図2に示すように新設
建物3のコア部4を構築していく。前記コア部4は、新
設建物3の構築中は資材、機材の搬出経路および作業員
の入退出経路や、揚重設備の支持構造体を兼用する。コ
ア部4は、上層階6の大きな荷重、応力を基礎に伝達す
るので、これに応じた設計をする必要がある。コア部4
の構築方法としては、従来より知られた方法が用いられ
るが、コア部がRC造を採用する場合には、スライディ
ングフオーム工法を採用するとより一層の工期の短縮が
はかれる。
After the foundation has been constructed, the core portion 4 of the new building 3 is constructed as shown in FIG. The core part 4 also serves as a material / equipment carry-out route, a worker's entrance / exit route, and a supporting structure for lifting equipment during construction of the new building 3. Since the core portion 4 transmits the large load and stress of the upper floor 6 to the foundation, it is necessary to design it accordingly. Core part 4
Although a conventionally known method is used as the construction method of (3), when the core part adopts RC structure, the sliding form method can be adopted to further shorten the construction period.

【0010】コア部4の構築が、既存建物1の高さより
も所定の高さだけ高くなった階段で、図3に示すように
人工地盤5の構築を行う。人工地盤5は、構造的にはこ
の上部に建設される新設建物3の上層階6の、荷重を受
ける巨大梁を持ちコア部4に強固に接合される。該巨大
梁の構造は、フィーレンデール梁、トラス梁、プレスト
レス梁などの大きな応力に耐える構造形式が望ましい。
又、前人工地盤5は、新築建物3の構築中には落下物な
どからの危険から既存建物1を守る養生設備ともなる。
The construction of the core portion 4 is performed by stairs which are higher than the height of the existing building 1 by a predetermined height, and the artificial ground 5 is constructed as shown in FIG. Structurally, the artificial ground 5 has a huge beam of the upper floor 6 of the new building 3 constructed above this structure and has a large beam to be firmly joined to the core portion 4. The structure of the giant beam is preferably a structural type capable of withstanding large stress, such as Fehrendale beam, truss beam, and prestressed beam.
The front artificial ground 5 also serves as a curing facility that protects the existing building 1 from the danger of falling objects during the construction of the new building 3.

【0011】人工地盤5の構築終了後、図4に示すよう
にコア部4を含む新設建物3の上層階6を構築してい
く。上層階6の構築に際しては、コア部4から資機材、
人員の移動がなされるので、既存建物1にはいっさいの
影響を与えない。又、落下養生の施された人工地盤5の
上層部に上層階6を構築するので、この点からも下方の
既存建物1は安全に保護される。上層階6の構築終了
後、既存建物1内の収納品、備品、諸設備などを新設建
物3に移設し、新設建物3の使用を開始する。既述のご
とく、基礎、コア部4の構築は既存建物1の中庭(隣接
空間)2で行なわれ、新設建物3の上層階の構築も、コ
ア部4を通じ人工地盤5上で行なわれるため、既存建物
1には新設建物3の構築中は何等の影響も与えない。し
たがって、新設建物3の構築中も、既存建物1の使用は
継続でき、新設建物3の構築後の移動によって、使用、
営業は継続される。
After the construction of the artificial ground 5 is completed, the upper floor 6 of the new building 3 including the core 4 is constructed as shown in FIG. When constructing the upper floor 6, equipment from the core section 4,
Since the personnel are moved, the existing building 1 is not affected at all. Further, since the upper floor 6 is constructed in the upper layer portion of the artificial ground 5 which has been subjected to drop curing, the existing building 1 below is also safely protected from this point. After the construction of the upper floors 6 is completed, the storage items, fixtures, various equipment and the like in the existing building 1 are moved to the new building 3 and the use of the new building 3 is started. As already mentioned, the foundation and core part 4 are constructed in the courtyard (adjacent space) 2 of the existing building 1, and the upper floors of the new building 3 are also constructed on the artificial ground 5 through the core part 4, The existing building 1 is not affected during the construction of the new building 3. Therefore, even while the new building 3 is being constructed, the existing building 1 can be used continuously, and the new building 3 can be used after moving,
Business will continue.

【0012】その後、図5に示すように既存建物1の内
外部の改修を行い、必要に応じて上層階6と既存建物1
との一体化工事を行い既存建物の増、改築工事は完了す
る。コア部4の構築は、本実施例の様な形状の中庭に限
定されるものではなく、図6に示す他の例のごとく敷地
内の隣接空間であればよい。
Thereafter, as shown in FIG. 5, the interior and exterior of the existing building 1 are refurbished, and if necessary, the upper floor 6 and the existing building 1 are remodeled.
Will be integrated with the existing building and the renovation work will be completed. The construction of the core portion 4 is not limited to the courtyard having the shape as in this embodiment, but may be an adjacent space in the site as in another example shown in FIG.

【0013】[0013]

【発明の効果】以上述べたように本発明によれば、既存
建物の建設されていない隣接空間に、新設される建物の
コア部分を構築し、該コア部分から前記既存建物の頂部
よりも上方部に、新設される建物の人工地盤を構築し、
その後この人工地盤上に新設される建物を順次構築して
いき、しかる後に既存建物の改修を行うので、既存建物
を解体する必要がなく、保存する建物もその建物の原型
を保ったまま保存が出来、新設建物の構築に際し一時的
に既存建物から他建物への移転を行う必要がなく、分散
化も避けられる。又、既存建物は新設建物の構築中も継
続的に使用出来る。
As described above, according to the present invention, a core portion of a new building is constructed in an adjacent space where an existing building is not constructed, and the core portion is located above the top of the existing building. The artificial ground of the newly built building in the department,
After that, new buildings will be constructed one after another on this artificial ground, and the existing buildings will be refurbished after that.Therefore, it is not necessary to dismantle the existing buildings, and the buildings to be preserved can be preserved while maintaining the prototype of the buildings. Yes, there is no need to temporarily move existing buildings to other buildings when constructing new buildings, and decentralization can be avoided. Also, the existing building can be used continuously while the new building is being constructed.

【0014】そのうえ、既存建物の解体を行わないの
で、解体にともなう産業廃棄物の発生がなく、解体時の
騒音、塵挨の発生もなく地球環境問題への配慮も十分で
ある。又、新設建物の構築開始から新設建物への既存建
物からの移動までの期間が短く経済的である。新設建物
の構築中もコア部を先行して構築後、人工地盤を構築し
その後上層階を構築するので、構築中の下部の既存建物
への影響は最小限に抑えられるので、この点からも新設
建物構築中の既存建物の継続使用は実現される。
Moreover, since the existing building is not dismantled, no industrial waste is generated due to the dismantling, no noise or dust is generated at the time of dismantling, and sufficient consideration is given to global environmental problems. Moreover, the period from the start of construction of a new building to the movement of the existing building to the new building is short and economical. Even during the construction of a new building, the core part is constructed first, then the artificial ground is constructed, and then the upper floors are constructed, so the influence on the existing building at the bottom of the construction is minimized. Continued use of existing buildings during construction of new buildings will be realized.

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

【図1】既存建物および敷地の関係を示す平面図。FIG. 1 is a plan view showing the relationship between an existing building and a site.

【図2】コア部の構築を示す図FIG. 2 is a diagram showing the construction of a core part.

【図3】人工地盤の構築を示す図。FIG. 3 is a diagram showing construction of artificial ground.

【図4】上層階の構築を示す図。FIG. 4 is a diagram showing construction of an upper floor.

【図5】既存建物の改修および上層階との一体化を示す
図。
FIG. 5 is a diagram showing the renovation of an existing building and the integration with an upper floor.

【図6】他の既存建物および敷地の関係を示す平面図。FIG. 6 is a plan view showing the relationship between another existing building and the site.

【符号の説明】[Explanation of symbols]

1 既存建物 2 中庭(隣接空間) 3 新設建物 4 コア部 5 人工地盤 6 上層階 1 Existing building 2 Courtyard (adjacent space) 3 New building 4 Core part 5 Artificial ground 6 Upper floor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】既存建物の建設されていない隣接空間に、
新設される建物のコア部分を構築し、該コア部分から前
記既存建物の頂部よりも上方部に、新設される建物の人
工地盤を構築し、その後この人工地盤上に新設される建
物を順次構築していき、しかる後に既存建物の改修を行
う建物の増改築方法。
1. An adjacent space where an existing building is not constructed,
Build the core part of the new building, build the artificial ground of the new building from the core part above the top of the existing building, and then sequentially build the new building on this artificial ground The building extension and renovation method, in which the existing building is renovated afterwards.
JP13523193A 1993-05-14 1993-05-14 Extension and reconstruction of building Pending JPH06323001A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13523193A JPH06323001A (en) 1993-05-14 1993-05-14 Extension and reconstruction of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13523193A JPH06323001A (en) 1993-05-14 1993-05-14 Extension and reconstruction of building

Publications (1)

Publication Number Publication Date
JPH06323001A true JPH06323001A (en) 1994-11-22

Family

ID=15146881

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13523193A Pending JPH06323001A (en) 1993-05-14 1993-05-14 Extension and reconstruction of building

Country Status (1)

Country Link
JP (1) JPH06323001A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002147050A (en) * 2000-11-16 2002-05-22 Kajima Corp Vibration control method for structures that change
WO2004083560A1 (en) * 2003-03-20 2004-09-30 Kabushiki Kaisha Miracle Three Corporation Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building
JP2004353209A (en) * 2003-05-27 2004-12-16 Miracle Three Corporation Three-dimensional land readjustment method
JP2007009642A (en) * 2005-07-04 2007-01-18 Takenaka Komuten Co Ltd Construction method for extension, repair, or extention and repair while existing building being at work
JP2007009448A (en) * 2005-06-28 2007-01-18 Ohbayashi Corp Upper floor extension construction method of existing building
WO2007105690A1 (en) * 2006-03-15 2007-09-20 Kabushiki Kaisha Miracle Three Corporation Method of expanding existing building and building expanded by the method
WO2008053608A1 (en) * 2006-11-01 2008-05-08 Kabushiki Kaisha Miracle Three Corporation Vibration control reinforcing method of building and building having vibration control reinforcement structure
JP2008248695A (en) * 2008-07-18 2008-10-16 Miracle Three Corporation Three-dimensional land readjustment method
JP2010163869A (en) * 2010-05-06 2010-07-29 Ohbayashi Corp Upper floor extension construction method of existing building

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002147050A (en) * 2000-11-16 2002-05-22 Kajima Corp Vibration control method for structures that change
GB2414269B (en) * 2003-03-20 2007-05-16 Miracle Three Corp Kk Anti-seismic reinforcement and expansion method for building and remodeling an existing mid-rise building
GB2414269A (en) * 2003-03-20 2005-11-23 Miracle Three Corp Kabushiki K Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building
WO2004083560A1 (en) * 2003-03-20 2004-09-30 Kabushiki Kaisha Miracle Three Corporation Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building
CN100348823C (en) * 2003-03-20 2007-11-14 株式会社天奇三公司 Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building
JP2004353209A (en) * 2003-05-27 2004-12-16 Miracle Three Corporation Three-dimensional land readjustment method
JP2007009448A (en) * 2005-06-28 2007-01-18 Ohbayashi Corp Upper floor extension construction method of existing building
JP2007009642A (en) * 2005-07-04 2007-01-18 Takenaka Komuten Co Ltd Construction method for extension, repair, or extention and repair while existing building being at work
WO2007105690A1 (en) * 2006-03-15 2007-09-20 Kabushiki Kaisha Miracle Three Corporation Method of expanding existing building and building expanded by the method
WO2008053608A1 (en) * 2006-11-01 2008-05-08 Kabushiki Kaisha Miracle Three Corporation Vibration control reinforcing method of building and building having vibration control reinforcement structure
JP2008115567A (en) * 2006-11-01 2008-05-22 Miracle Three Corporation Seismic-control reinforcing method for building, and building with seismic-control reinforcing structure
JP2008248695A (en) * 2008-07-18 2008-10-16 Miracle Three Corporation Three-dimensional land readjustment method
JP2010163869A (en) * 2010-05-06 2010-07-29 Ohbayashi Corp Upper floor extension construction method of existing building

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