JP4292696B2 - Rebuilding method - Google Patents
Rebuilding method Download PDFInfo
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- JP4292696B2 JP4292696B2 JP2000243703A JP2000243703A JP4292696B2 JP 4292696 B2 JP4292696 B2 JP 4292696B2 JP 2000243703 A JP2000243703 A JP 2000243703A JP 2000243703 A JP2000243703 A JP 2000243703A JP 4292696 B2 JP4292696 B2 JP 4292696B2
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- Prior art keywords
- building
- existing building
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- 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.)
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Description
【０００１】
【発明の属する技術分野】
この発明は工場等の建替工法、すなわちリニューアル工法に関するものである。
【０００２】
【従来の技術】
工場等の建替時には既設の工場の場所以外に適当な土地を確保し、そこに新工場を建設し、製造ラインを移したのちに、既設工場を解体する手順が一般的である。しかし、適当な土地が確保できない場合や、その他の理由により、既設の工場の立地場所に新工場を建設する場合は、製造ラインを休止させ、機械設備を一時撤去したのち更地にする必要があった。そして新設工場が完成したのち製造ラインを再度移設して可動させる必要があった。したがって施主としては製造機械の遊休時間が長く、大きな負担となっていた。
【０００３】
以上の問題点を解決する方法として出願人は先に特公平５−６６２１号公報に開示されたリニューアル工法を開発している。その発明の主要部は次の通りである。
【０００４】
既設建屋の両側に基礎を造成し、その基礎上に移動用レールを設置し、既設建屋の近傍に組立作業場を設け、その組立作業場において所定長さの屋根、外壁の仕上げ施工した単位重層建屋を完成し、次いで前記単位重層建屋を前記移動用レールに沿って既設建屋を囲む所要位置まで移動させ、順次同様工程を繰返し、各単位重層建屋を連結し前記移動用レールを設置した基礎を基礎とする新設建屋とし、次いで新設建屋に囲まれた前記既設建屋を解体，撤去し、最後に新設建屋の床を新設する工法である。
【０００５】
そしてこの発明は前記発明を発展させて既設建屋を移送手段によってスライドさせて、例えば工場設備の直上でない安全な場所で解体作業ができるようにしたものである。
【０００６】
【課題を解決するための手段】
この発明の建替え工法は、既設建屋の一側に新設建屋組立ヤードを設け、他側に既設建屋解体ヤードを設け、前記組立ヤードと解体ヤード間に移送手段を設け、次いで前記既設建屋の荷重を前記移送手段上に移動し、かつ既設建屋の一側に一部重複し、あるいは突合せ状に移送手段上に新設建屋の一部を組立て、その組立てた分の長さだけ、前記既設建屋および新設建屋を前記移送手段により移送し、前記既設建屋のうち解体ヤードに達した部分を解体し、既設建屋を解体ヤードに移送して解体し、必要なだけ順次以上の新設建屋部分の組立てと既設建屋部分の解体の作業を繰返す。
【０００７】
【実施例】
工場等の既設建屋Ａ１の一側に新設建屋Ａ２の組立ヤードＹ１を設け、他側に既設建屋Ａ１の解体ヤードＹ２を設け、前記組立ヤードＹ１と解体ヤード２間にスライド用のレール１を設け、かつ新設建屋Ａ２の基礎工事を行う。
【０００８】
一方、既設建屋Ａ１の柱脚部に仮設ブラケット等のスライドに必要な部材と補強部材を取付ける。
【０００９】
次いで新設建屋Ａ２の組立ヤードＹ１で新設建屋Ａ２の鉄骨を組立て、屋根、外壁を取付ける。その際に新設建屋Ａ２は既設建屋Ａ１の端部において一部重複して建設し、かつその重複部分に雨仕舞２を施す。
【００１０】
なお既設建屋の妻側の両サイドに支障のない範囲まで解体する。
次いで既設建屋Ａ１の荷重をスライド用のレール１に移動し、既設建屋Ａ１の柱脚部を切断し、既設建屋Ａ１と新設建屋Ａ２が一部重複、すなわちラップした状態のまま同時に、または交互に組立てた分の長さだけスライドさせる。
【００１１】
次いでスライドした長さに相当する分だけ、組立ヤードＹ１であらたに次の新設部分を組立て、一方解体ヤードＹ２で解体する。
【００１２】
他の実施例としてはスライドレールに代えて台車等を使用でき、その他適当な移送手段が採用できる。また既設建屋Ａ１と新設建屋Ａ２とを直接あるいは短い連結材３を使用して突合せ状態に組立てて、スライドさせることができる。
【００１３】
【発明の効果】
この発明は以上の構成からなり、既設建屋の解体と新設建屋の組立てを連続的に実施でき、製造ラインの休止等も殆ど無く、安全な建替が可能となる。
【図面の簡単な説明】
【図１】 この発明の概要を示した平面図である。
【図２】この発明の施工状態の概要の立面図である。
【図３】この発明の他の実施例の概要の立面図である。
【符号の説明】
Ａ１…既設建屋、Ａ２…新設建屋、Ｙ１…組立ヤード、Ｙ２…解体ヤード、１…レール、２…雨仕舞、３…連結部材。[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a rebuilding method for a factory or the like, that is, a renewal method.
[0002]
[Prior art]
When rebuilding a factory or the like, a general procedure is to secure an appropriate land other than the existing factory, build a new factory there, move the production line, and then dismantle the existing factory. However, when it is not possible to secure suitable land or to construct a new factory at the location of the existing factory for other reasons, it is necessary to suspend the production line, temporarily remove the machinery and equipment, and then use it as another land. there were. After the new factory was completed, the production line had to be relocated and moved. Therefore, the owner had a long idle time for the manufacturing machine, which was a heavy burden.
[0003]
As a method for solving the above problems, the applicant has previously developed a renewal method disclosed in Japanese Patent Publication No. 5-6621. The main parts of the invention are as follows.
[0004]
Build a foundation on both sides of the existing building, install a rail for movement on the foundation, set up an assembly workshop near the existing building, and build a unit multi-layered building with a predetermined length of roof and outer wall finishing work in the assembly workshop Next, move the unit multistory building along the moving rail to the required position surrounding the existing building, repeat the same process sequentially, and connect the unit multistory building and install the moving rail as the foundation In this method, the existing building surrounded by the new building is disassembled and removed, and finally the floor of the new building is newly installed.
[0005]
And this invention develops the said invention, makes an existing building slide by a transfer means, for example, can perform the demolition work in a safe place which is not directly above factory facilities.
[0006]
[Means for Solving the Problems]
The rebuilding method of the present invention provides a new building assembly yard on one side of an existing building, an existing building dismantling yard on the other side, a transfer means between the assembly yard and the dismantling yard, and then the load of the existing building On the transfer means and partially overlaps one side of the existing building, or a part of the new building is assembled on the transfer means in a butt-like manner, and the existing building and The new building is transferred by the transfer means, the part of the existing building that has reached the dismantling yard is dismantled, the existing building is transferred to the dismantling yard and disassembled, and as many new building parts as necessary are assembled and installed. Repeat the work of dismantling the building .
[0007]
【Example】
The assembly yard Y1 of the new building A2 is provided on one side of the existing building A1 such as a factory, the dismantling yard Y2 of the existing building A1 is provided on the other side, and the slide rail 1 is provided between the assembly yard Y1 and the dismantling
[0008]
On the other hand, a member necessary for sliding such as a temporary bracket and a reinforcing member are attached to the column base of the existing building A1.
[0009]
Next, the steel frame of the new building A2 is assembled at the assembly yard Y1 of the new building A2, and the roof and the outer wall are attached. At that time, the new building A2 is partially overlapped at the end portion of the existing building A1, and
[0010]
The existing building will be dismantled to the extent that it will not interfere with both sides of the wife.
Next, the load of the existing building A1 is moved to the slide rail 1, the column base part of the existing building A1 is cut, and the existing building A1 and the new building A2 are partially overlapped, that is, in a lapped state simultaneously or alternately. Slide for the length of the assembly.
[0011]
Next, the next newly installed portion is reassembled in the assembly yard Y1 by an amount corresponding to the slid length, and disassembled in the dismantling yard Y2.
[0012]
In another embodiment, a carriage or the like can be used instead of the slide rail, and other appropriate transfer means can be adopted. In addition, the existing building A1 and the new building A2 can be assembled and slid in a butted state directly or using the short connecting material 3.
[0013]
【The invention's effect】
The present invention has the above-described configuration, and the dismantling of the existing building and the assembly of the new building can be carried out continuously, and there is almost no suspension of the production line, and safe rebuilding is possible.
[Brief description of the drawings]
FIG. 1 is a plan view showing an outline of the present invention.
FIG. 2 is an elevation view of the outline of the construction state of the present invention.
FIG. 3 is a schematic elevational view of another embodiment of the present invention.
[Explanation of symbols]
A1 ... Existing building, A2 ... New building, Y1 ... Assembly yard, Y2 ... Demolition yard, 1 ... Rail, 2 ... Rain finish, 3 ... Connecting member.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000243703A JP4292696B2 (en) | 2000-08-11 | 2000-08-11 | Rebuilding method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000243703A JP4292696B2 (en) | 2000-08-11 | 2000-08-11 | Rebuilding method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002054307A JP2002054307A (en) | 2002-02-20 |
| JP4292696B2 true JP4292696B2 (en) | 2009-07-08 |
Family
ID=18734512
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000243703A Expired - Fee Related JP4292696B2 (en) | 2000-08-11 | 2000-08-11 | Rebuilding method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4292696B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3964797B2 (en) * | 2003-01-20 | 2007-08-22 | 株式会社三立・テクノ | How to remove the tank ceiling |
| CN116289355B (en) * | 2023-04-03 | 2024-09-27 | 广东精特建设工程有限公司 | Construction method of long-distance translation assembly type module guide rail of large-span integral building |
-
2000
- 2000-08-11 JP JP2000243703A patent/JP4292696B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2002054307A (en) | 2002-02-20 |
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