JPH056621B2 - - Google Patents
Info
- Publication number
- JPH056621B2 JPH056621B2 JP60200771A JP20077185A JPH056621B2 JP H056621 B2 JPH056621 B2 JP H056621B2 JP 60200771 A JP60200771 A JP 60200771A JP 20077185 A JP20077185 A JP 20077185A JP H056621 B2 JPH056621 B2 JP H056621B2
- Authority
- JP
- Japan
- Prior art keywords
- building
- new
- existing building
- story
- existing
- 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
- 238000010276 construction Methods 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 8
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は既設建物を囲むように新設の重層建
物を建築した後既設建物を解体撤去する工法に関
するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method of constructing a new multi-story building to surround an existing building and then demolishing and removing the existing building.
近年既設建物を解体撤去して、その場所に新設
建物を建築する工法、いわゆるスクラツプアンド
ビルト工法が屡々実施されるに至つている。
In recent years, a construction method in which an existing building is demolished and a new building constructed in its place, the so-called scrap-and-build construction method, has been frequently implemented.
ところで前記工法では施工期間が長くなる。そ
して工場等においてはできるだけ経済的に旧機械
設備を使用することが望ましい。そこで既設建物
を囲むように新設建物を建築した後、既設建物を
解体撤去するビルトアンドスクラツプ工法の開発
が要求されるに至つている。 However, the construction method requires a long construction period. In factories, etc., it is desirable to use old machinery and equipment as economically as possible. Therefore, there has been a demand for the development of a build-and-scrap construction method in which a new building is constructed surrounding the existing building, and then the existing building is demolished and removed.
この発明の要旨とする構成は既設建物の両側に
基礎を造成し、その基礎上に移動用レールを設置
し、既設建物の近傍に組立作業場を設け、その作
業場において所定長さの屋根、外壁の仕上げ施工
した単位重層を完成し、次いで前記単位重層建家
を前記移動用レールに沿つて既設建物を囲む所要
位置まで移動させ、順次同様工程を繰返し、各単
位重層建家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物とし、次いで新設建物
に囲まれた前記既設建物を解体、撤去し、最後に
新設建物の床を新設する建築と解体工法である。
The gist of this invention is to construct foundations on both sides of an existing building, install moving rails on the foundations, set up an assembly workshop near the existing building, and construct a roof and external walls of a predetermined length in the workshop. After completing the finishing construction of the unit multi-story building, the unit multi-story building is then moved along the moving rail to the required position surrounding the existing building, and the same process is repeated one after another to connect each unit multi-story building and move the unit multi-story building to the desired position surrounding the existing building. This construction and demolition method involves constructing a new building based on a foundation with rails installed, then demolishing and removing the existing building surrounded by the new building, and finally constructing a new floor for the new building.
この発明の実施例を図面によつて説明すると第
1図、第2図は施工過程の概要であり、第3図な
いし第8図は施工順序を示している。
An embodiment of the present invention will be described with reference to the drawings. FIGS. 1 and 2 show an outline of the construction process, and FIGS. 3 to 8 show the construction order.
先ず、既設建物Aの両側に基礎くい1を所要間
隔に設し、あるいは地中連続壁を施工し、その頂
部に地中梁2を設ける等して基礎を造成する。そ
の基礎上に移動用レール3を設置する。なお、こ
の移動用レール3は必要により並列して設ける。
また既設建物Aの近傍に単位建屋の組立、移動用
の組立作業場4を設ける。次いで組立作業場4で
柱5を建て梁6を柱5に取付け、屋根、外壁等の
仕上げを施して所定長さの単位重層の建家Bを完
成し、次いでジヤツキで単位重層建家Bを持上
げ、その単位重層建家Bの柱脚には車輪を設けて
おきその車輪を移動用レール3上にのせ、このレ
ール3に沿つて既設建物を囲む所定位置まで移動
させ、順次同様工程を繰返し、各単位重層建家B
を直接連結させるとともに各柱脚を固定して新設
建物を完成し、次いで新設建物で囲まれた既設建
物Aを撤去する。 First, a foundation is created by installing foundation piles 1 at required intervals on both sides of the existing building A, or by constructing an underground continuous wall and installing an underground beam 2 at the top thereof. A moving rail 3 is installed on the foundation. Note that the moving rails 3 are provided in parallel if necessary.
In addition, an assembly workshop 4 for assembling and moving unit buildings will be provided near the existing building A. Next, in the assembly workshop 4, pillars 5 are erected, beams 6 are attached to the pillars 5, and the roof, exterior walls, etc. are finished to complete unit multi-story building B of a predetermined length, and then unit multi-story building B is lifted up with jacks. , wheels are provided on the column bases of the unit multi-story building B, and the wheels are placed on the moving rails 3, moved along the rails 3 to a predetermined position surrounding the existing building, and the same process is repeated in sequence, Each unit multi-story building B
The new building is completed by directly connecting the columns and fixing each column and base, and then the existing building A surrounded by the new building is removed.
最後に新設建物の床を新設する。 Finally, a new floor will be installed in the new building.
第9図は以下はこの発明の変形例を示したもの
である。第9図は柱間隔、すなわち短スパンの場
合を示しており柱5と梁6を仮設の方杖7で連結
する状態を示している。 FIG. 9 shows a modification of this invention. FIG. 9 shows the case of a short span between columns, and shows a state in which columns 5 and beams 6 are connected by temporary braces 7.
第10図は既設建物Aが連棟の場合、中間部に
本設と仮設を兼ねた支柱8を設け、支柱8の頂部
にはスライドレール9を設ける。 In FIG. 10, when the existing building A is a series of buildings, a support column 8 serving as both permanent and temporary construction is provided in the middle, and a slide rail 9 is provided at the top of the support column 8.
第11図は長スパンの場合建家Bに仮設補強筋
違10を組立施工時設けておき、既設建物Aの撤
去後増設柱11を設置して前記筋違10を場合に
より取外す。 In FIG. 11, in the case of a long span, temporary reinforcing braces 10 are installed in building B during assembly and construction, and after the existing building A is removed, additional columns 11 are installed and the braces 10 are removed if necessary.
第12図は各単位重層建家Bを連結材12を介
して連結する場合を示している。 FIG. 12 shows a case in which the unit multi-story buildings B are connected via connecting members 12.
この発明は以上の構成からなり既設建物を囲む
ように屋根、外壁の仕上を施した新設重層建物を
移送して建築するので、既設建物を使用しながら
建築できる。そ際既設建物の両側に設けた基礎列
はレールの支持および建物の支持とすることがで
きる。また単位重層の建家毎に移動するので移動
作業が重量の減少によつて容易である。
In this invention, a new multi-story building having the above-mentioned structure and having finished roofs and outer walls is transported and constructed so as to surround an existing building, so it can be constructed while using the existing building. The foundation rows on both sides of the existing building can then serve as rail supports and building supports. In addition, since it is moved for each unit multi-story building, the moving work is easier due to the reduction in weight.
既設建物は新設重層建物で保護された状態で天
候に影響されることなく解体、撤去することがで
きる。そして最後に床を建物内で施工でき、新設
重層建物はその2階以上を既設建物の解体、撤去
前に直ちに使用でき建物内部の備品の移転も容易
である。 Existing buildings can be demolished and removed without being affected by the weather while being protected by a new multi-story building. Finally, the floor can be constructed within the building, and the second or higher floors of a newly built multi-story building can be used immediately before demolishing or removing the existing building, and it is also easy to relocate equipment inside the building.
第1図、2図は施工過程における斜視図と立面
図、第3図a,b、第4図a,b、第5図a,
b、第6図a,b、7図a,b、第8図a,bは
施工順序に示した平面図と立面図、第9図、第1
0図、第11図および第12図は変形例示した立
面図である。
A……既設建物、B……新設重層建物、C……
下部床、1……基礎くい、2……地中梁、3……
移動用レール、4……組立作業場、5……柱、6
……梁、7……方杖、8……支柱、9……レー
ル、10……筋違、11……増設柱、12……連
結材。
Figures 1 and 2 are perspective and elevation views of the construction process, Figures 3 a, b, Figure 4 a, b, Figure 5 a,
b, Fig. 6 a, b, Fig. 7 a, b, Fig. 8 a, b are plan and elevation views shown in the construction order, Fig. 9, Fig. 1
0, FIG. 11, and FIG. 12 are elevational views showing modified examples. A...Existing building, B...New multi-story building, C...
Lower floor, 1... Foundation pile, 2... Underground beam, 3...
Movement rail, 4... Assembly workshop, 5... Pillar, 6
... Beam, 7 ... Stable, 8 ... Support, 9 ... Rail, 10 ... Bracing, 11 ... Additional column, 12 ... Connecting material.
Claims (1)
に移動用レールを設置し、既設建物の近傍に組立
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家を完
成し、次いで前記単位重層建家を前記移動用レー
ルに沿つて既設建物を囲む所要位置まで移動さ
せ、順次同様工程を繰返し、各単位重層建家を連
結し前記移動用レールを設置した基礎を基礎とす
る新設建物とし、次いで新設建物に囲まれた前記
既設建物を解体、撤去し、最後に新設建物の床を
新設することを特徴とする建築と解体工法。1. A unit multi-story building where foundations are constructed on both sides of an existing building, moving rails are installed on the foundations, an assembly workshop is established near the existing building, and the roof and exterior walls of a specified length are finished at the assembly workshop. After completing the house, the unit multi-story building was then moved along the moving rail to the required position surrounding the existing building, and the same process was repeated one after another to connect each unit multi-story building and install the moving rail. A construction and demolition method characterized by constructing a new building based on a foundation, then demolishing and removing the existing building surrounded by the new building, and finally constructing a new floor for the new building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20077185A JPS6259766A (en) | 1985-09-11 | 1985-09-11 | Method for disassembling building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20077185A JPS6259766A (en) | 1985-09-11 | 1985-09-11 | Method for disassembling building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6259766A JPS6259766A (en) | 1987-03-16 |
JPH056621B2 true JPH056621B2 (en) | 1993-01-27 |
Family
ID=16429901
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20077185A Granted JPS6259766A (en) | 1985-09-11 | 1985-09-11 | Method for disassembling building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6259766A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0230854A (en) * | 1988-07-18 | 1990-02-01 | Shimizu Corp | Method for reconstructing multistoried building |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5037927A (en) * | 1973-07-16 | 1975-04-09 |
-
1985
- 1985-09-11 JP JP20077185A patent/JPS6259766A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5037927A (en) * | 1973-07-16 | 1975-04-09 |
Also Published As
Publication number | Publication date |
---|---|
JPS6259766A (en) | 1987-03-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |