JP3303218B2 - Reconstruction method - Google Patents
Reconstruction methodInfo
- Publication number
- JP3303218B2 JP3303218B2 JP05084993A JP5084993A JP3303218B2 JP 3303218 B2 JP3303218 B2 JP 3303218B2 JP 05084993 A JP05084993 A JP 05084993A JP 5084993 A JP5084993 A JP 5084993A JP 3303218 B2 JP3303218 B2 JP 3303218B2
- Authority
- JP
- Japan
- Prior art keywords
- new
- building
- existing
- pillar
- existing building
- 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
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は、老朽化した工場建物等
において、その内部の設備を出来るだけ稼動させながら
解体撤去して、建物を大型のものに建替えする建替え工
法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of rebuilding a dilapidated factory building or the like by dismantling and removing the internal facilities while operating as much as possible, and rebuilding the building to a large one.
【０００２】[0002]
【従来の技術】従来、工場等にあって大型化したい場合
には、既設建物を解体撤去して敷地を更地化し、この後
により大型の新設建物を建設している。あるいは、既設
建物を包み込む形体で新設建物の大スパンの柱−梁架構
を構築して、既設建物の設備の稼動を少しでも確保する
ことがなされることがある。2. Description of the Related Art Conventionally, when it is desired to increase the size of a building in a factory or the like, an existing building is dismantled and removed and the site is cleared, and thereafter, a larger new building is constructed. Alternatively, a large span column-beam structure of a new building may be constructed so as to enclose the existing building, and the operation of the facilities of the existing building may be secured at all.
【０００３】[0003]
【発明が解決しようとする課題】従来の技術で述べたも
ののうち前者においては、既設建物を解体して、その後
新築するので、建物内の設備を使用して、生産を続行さ
せながら改築工事を行うことは不可能となる。また、既
設建物の敷地とは別の敷地に仮設工場を作り、設備等を
この仮設工場に移設して生産を継続させ、前記既設の建
物を解体撤去した後に建物を改築するやり方では、敷地
の確保の問題や設備の移設の手間がかかり、この設備の
移設の間は生産も停止せざるを得ないなど、生産増大を
図るための設備の規模拡大にとって重大な支障となると
言った問題がある。In the former of the techniques described in the prior art, the existing building is demolished and then newly constructed, so that the remodeling work is performed using the facilities in the building while continuing production. It becomes impossible to do. In addition, a temporary factory is set up on a site separate from the site of the existing building, equipment etc. are relocated to this temporary plant to continue production, and after the existing building is demolished and removed, the building is rebuilt. There is a problem that it will be a serious hindrance to the scale expansion of equipment to increase production, such as the problem of securing and the trouble of moving the equipment, and the production must be stopped during the transfer of this equipment .
【０００４】また、後者においては、既設建物を跨いで
大スパン（６０〜８０ｍ）の大梁を架設しなければなら
ずかかる大梁等に所定の強度をもたせるためには一般新
設建物に比べ鉄骨量が２〜３倍となりコスト高となって
しまうという問題がある。本発明は、従来の技術の有す
るこのような問題点に鑑みてなされたものであり、その
目的とするところは、鉄骨量が節約し得て低コストに仕
上り、かつ、建替えによる工場の生産ラインの停止日数
を少なくすることのできる建替え工法を提供しようとす
るものである。In the latter, a large beam (60 to 80 m) having a large span must be erected over an existing building. In order to give such a beam a predetermined strength, a steel frame amount is smaller than that of a general new building. There is a problem that the cost increases two to three times. The present invention has been made in view of such problems of the conventional technology, and has as its object to reduce the amount of steel frames, achieve a low cost, and produce a factory by rebuilding. The aim is to provide a rebuilding method that can reduce the number of days the line is stopped.
【０００５】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明における建替え工法は、既設建物の外側に風
時・地震時の水平力を負担する新設柱を建て、当該新設
柱間に自重にのみ耐える設計になる新設大梁を上架し、
既設建物の既設柱頭と該大梁との間に屋根からの軸力を
負担するサポート柱をセットし、しかる後、新設建物を
建設し、該既設柱のみを残して順次既設建物を解体する
としたものである。In order to achieve the above object, a rebuilding method according to the present invention is to construct a new pillar to bear a horizontal force at the time of a wind or an earthquake outside an existing building, and to provide a space between the new pillar. A new girder that is designed to withstand only its own weight
A support pillar that bears the axial force from the roof is set between the existing capital of the existing building and the girder, and then a new building is constructed, and the existing building is dismantled sequentially leaving only the existing pillars It is.
【０００６】[0006]
【作用】既設建物の解体撤去を順次数回に分けて行なえ
ば、生産ラインの全面停止は回避され得ると共に、上架
される大梁は両端の新設柱のみのサポートで屋根荷重を
支持するものではなくして、途中何点かで既設の柱に由
るサポートを享受するものであるので、大梁や新設柱の
鉄骨量は大幅に節約される。[Function] If the existing building is dismantled and removed in several steps, the entire production line will not be stopped, and the overhanging girders will not support the roof load by supporting only the new columns at both ends. In this way, the support from the existing pillars can be enjoyed at several points along the way, and the amount of steel beams for the girders and new pillars can be greatly reduced.
【０００７】[0007]
【実施例】実施例について図を参照して説明する。図１
において、既設建物１の外側に新設柱２，２を建て、当
該柱２，２間に新設大梁３を上架する。当該大梁３は自
重にのみ耐えれば良しとする。その後、既設柱４の柱頭
と大梁３との間にサポート柱５をセットする。当該サポ
ート柱５は屋根からの軸力を負担する。また、風時・地
震時の水平力は、両側の新設柱２，２が負担する。該新
設柱２と大梁３をベースにして新設建物建設後、既設柱
４のみを残し順次既設建物１を解体する。An embodiment will be described with reference to the drawings. FIG.
In (2), new pillars 2 and 2 are built outside the existing building 1, and a new girder 3 is mounted between the pillars 2 and 2. The girder 3 should only withstand its own weight. After that, the support pillar 5 is set between the capital of the existing pillar 4 and the girder 3. The support pillar 5 bears the axial force from the roof. The horizontal forces during wind and earthquake are borne by the newly installed columns 2 and 2 on both sides. After constructing a new building based on the new pillar 2 and the girder 3, the existing building 1 is sequentially dismantled except for the existing pillar 4.
【０００８】[0008]
【発明の効果】本発明は上述のとおり構成されているの
で、次に記載する効果を奏する。 （１）既設柱を利用する為、鉄骨量が大幅に少なくて済
み、低コストで建替えができる。 （２）既設建物解体撤去を順次数回に分けて行なえば、
生産ラインの全面停止は回避される。Since the present invention is configured as described above, the following effects can be obtained. (1) Since existing pillars are used, the amount of steel frames is significantly reduced, and rebuilding can be performed at low cost. (2) If the demolition and removal of the existing building is performed in several steps,
Full stoppage of the production line is avoided.
【図１】本発明工法の説明図である。FIG. 1 is an explanatory view of the method of the present invention.
１ 既設建物 ２ 新設柱 ３ 新設大梁 ４ 既設柱 ５ サポート柱 1 Existing building 2 New pillar 3 New girder 4 Existing pillar 5 Support pillar
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7，ＤＢ名) E04G 23/02 E04H 5/02 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04G 23/02 E04H 5/02
Claims (1)
を負担する新設柱を建て、当該新設柱間に自重にのみ耐
える設計になる新設大梁を上架し、既設建物の既設柱頭
と該大梁との間に屋根からの軸力を負担するサポート柱
をセットし、しかる後、新設建物を建設し、該既設柱の
みを残して順次既設建物を解体するとしてなることを特
徴とする建替え工法。(1) A new pillar to bear horizontal force in the event of a wind or an earthquake is built outside the existing building, and a new girder designed to withstand only its own weight is mounted between the new pillar and the existing capital of the existing building. A support column that bears the axial force from the roof is set between the girder and a new building. Replacement method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP05084993A JP3303218B2 (en) | 1993-03-11 | 1993-03-11 | Reconstruction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP05084993A JP3303218B2 (en) | 1993-03-11 | 1993-03-11 | Reconstruction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06264623A JPH06264623A (en) | 1994-09-20 |
| JP3303218B2 true JP3303218B2 (en) | 2002-07-15 |
Family
ID=12870175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP05084993A Expired - Fee Related JP3303218B2 (en) | 1993-03-11 | 1993-03-11 | Reconstruction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3303218B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013509515A (en) * | 2009-10-31 | 2013-03-14 | ラッド・テクノロジー・メディカル・システムズ・エルエルシー | Removable radiation chamber and assembly and use method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2788876B2 (en) * | 1995-09-04 | 1998-08-20 | 株式会社田窪工業所 | Existing building covering method |
-
1993
- 1993-03-11 JP JP05084993A patent/JP3303218B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013509515A (en) * | 2009-10-31 | 2013-03-14 | ラッド・テクノロジー・メディカル・システムズ・エルエルシー | Removable radiation chamber and assembly and use method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06264623A (en) | 1994-09-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3303218B2 (en) | Reconstruction method | |
| CN116181112A (en) | Method for dismantling and installing large-span roof and grid steel structure | |
| JP2003074213A (en) | Construction method for newly constructed tower and modification method for existing tower | |
| CN111764684B (en) | Construction method for protectively dismantling plant roof truss | |
| JPS6367349A (en) | New construction on existing facilities | |
| JP2945917B2 (en) | Construction method of large space building | |
| JP3247749B2 (en) | Construction method of long span truss beams | |
| JPH03293447A (en) | Erection of long span construction | |
| JP2817591B2 (en) | Construction method of steel reinforced concrete building | |
| JP2527686B2 (en) | Tower-suspended building construction method | |
| JP7152383B2 (en) | Structural column base structure and column base fixing method | |
| JP2797023B2 (en) | Construction method of beam | |
| CN114016648A (en) | ALC outer wall under curtain wall connected with steel column | |
| JP2022089706A (en) | Building inside staircase preceding construction method | |
| JP2876991B2 (en) | Steel frame method for high-rise buildings | |
| JP2733130B2 (en) | Pillar reinforcement method and reinforcement method | |
| JP2004162473A (en) | Method for preserving existing external-wall structure | |
| JPH0853885A (en) | Lift up method of building skeleton | |
| SU838008A1 (en) | Method of erecting a post-type foundation | |
| JPH0941494A (en) | Construction method of building structure | |
| JPH1046838A (en) | Method of demolition construction of building | |
| CN118407517A (en) | Assembled modularized turnover light building structure and installation method thereof | |
| Housner | Opinion Paper Unexpected Stress Failures during Earthquakes | |
| JPH0827895A (en) | Construction method for building | |
| JPS63312439A (en) | Underground construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090510 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100510 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110510 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120510 Year of fee payment: 10 |
|
| LAPS | Cancellation because of no payment of annual fees |